App J - Traffic Impact Analysis ASMBLD
Appendix J:
Traffic Impact Analysis
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TABLE OF CONTENTS
SECTION PAGE
1.0 Introduction .............................................................................................................................. 1
1.1 Study Area .............................................................................................................................. 2
2.0 Project Description .................................................................................................................. 4
2.1 Site Access ............................................................................................................................. 4
3.0 Existing Conditions .................................................................................................................. 5
3.1 Existing Street System ........................................................................................................... 5
3.2 Existing Traffic Volumes ....................................................................................................... 5
3.3 Existing Intersection Conditions ............................................................................................ 6
3.3.1 Intersection Capacity Utilization Method of Analysis (Signalized Intersections) .......... 6
3.3.2 Highway Capacity Manual Method of Analysis (Unsignalized Intersections) .............. 6
3.3.2.1 Two-Way Stop-Controlled Intersections .................................................................... 7
3.3.2.2 All-Way Stop-Controlled Intersections ....................................................................... 7
3.4 Volume to Capacity (V/C) Ratio Method of Analysis (Roadway Segments)........................ 7
3.5 Level of Service Criteria ........................................................................................................ 7
3.5.1 City of Orange Locations ................................................................................................ 7
3.5.2 City of Garden Grove Locations ..................................................................................... 8
3.6 Existing Level of Service Results .......................................................................................... 8
3.6.1 Intersections .................................................................................................................... 8
3.6.2 Roadway Segments ......................................................................................................... 8
4.0 Traffic Forecasting Methodology ......................................................................................... 15
5.0 Project Traffic Characteristics ............................................................................................. 16
5.1 Project Traffic Generation .................................................................................................... 16
5.2 Project Traffic Distribution and Assignment ....................................................................... 17
5.3 Existing Plus Project Traffic Conditions .............................................................................. 17
6.0 Future Traffic Conditions ..................................................................................................... 19
6.1 Ambient Traffic Growth....................................................................................................... 19
6.2 Cumulative Projects Traffic Characteristics ........................................................................ 19
6.3 Year 2021 Traffic Volumes.................................................................................................. 20
7.0 Traffic Impact Analysis Methodology ................................................................................. 26
7.1 Impact Criteria and Thresholds ............................................................................................ 26
7.1.1 City of Orange............................................................................................................... 26
7.1.2 City of Garden Grove.................................................................................................... 26
7.2 Traffic Impact Analysis Scenarios ....................................................................................... 27
8.0 Existing Plus Project Analysis .............................................................................................. 28
8.1 Intersections ......................................................................................................................... 28
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TABLE OF CONTENTS (CONTIUNED)
SECTION PAGE
8.1.1 Existing Plus Project Traffic Conditions ...................................................................... 28
8.2 Roadway Segments .............................................................................................................. 28
8.2.1 Existing Plus Project Traffic Conditions ...................................................................... 28
9.0 Year 2021 Plus Project Analysis ........................................................................................... 33
9.1 Intersections ......................................................................................................................... 33
9.1.1 Year 2021 Cumulative Traffic Conditions ................................................................... 33
9.1.2 Year 2021 Cumulative Plus Project Traffic Conditions ............................................... 33
9.2 Roadway Segments .............................................................................................................. 34
9.2.1 Year 2021 Cumulative Traffic Conditions ................................................................... 34
9.2.2 Year 2021 Cumulative Plus Project Traffic Conditions ............................................... 34
10.0 State of California (Caltrans) Methodology ........................................................................ 39
10.1 Impact Criteria and Thresholds ........................................................................................ 39
10.2 Highway Capacity Manual 6 Method of Analysis (Signalized Intersections) ................. 39
10.3 Existing Plus Project Traffic Conditions .......................................................................... 41
10.3.1 Existing Traffic Conditions........................................................................................... 41
10.3.2 Existing Plus Project Traffic Conditions ...................................................................... 41
10.4 Year 2021 Plus Project Traffic Conditions ....................................................................... 41
10.4.1 Year 2021 Cumulative Traffic Conditions ................................................................... 41
10.4.2 Year 2021 Cumulative Plus Project Traffic Conditions ............................................... 41
10.5 Recommended Improvements – Caltrans Analysis .......................................................... 42
11.0 Site Access and Internal Circulation Evaluation ................................................................ 45
11.1 Site Access Evaluation ..................................................................................................... 45
11.2 Internal Circulation Evaluation ........................................................................................ 45
12.0 Planned and Recommended Improvements ........................................................................ 47
12.1 Planned Improvements ..................................................................................................... 47
12.2 Recommended Improvements .......................................................................................... 47
12.2.1 Existing Plus Project Traffic Conditions ...................................................................... 47
12.2.2 Year 2021 Plus Project Traffic Conditions ................................................................... 47
13.0 Congestion Management Program (CMP) .......................................................................... 49
14.0 Summary Of Findings And Conclusions ............................................................................. 50
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APPENDICES
APPENDIX
A. Traffic Study Scope of Work
B. Existing Traffic Count Data
C. Intersection Level of Service Calculation Worksheets
D. Caltrans Intersection Level of Service Calculation Worksheets
E. Project Driveways Level of Service Calculation Worksheets
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LIST OF FIGURES
SECTION—FIGURE # FOLLOWING PAGE
1–1 Vicinity Map .................................................................................................................... 3
2–1 Existing Aerial Site Plan ................................................................................................... 4
2–2 Proposed Site Plan ........................................................................................................... 4
3–1 Existing Roadway Conditions and Intersection Controls ........................................... 5
3–2 Existing AM Peak Hour Traffic Volumes ...................................................................... 6
3–3 Existing PM Peak Hour and Daily Traffic Volumes ..................................................... 6
5–1 Project Traffic Distribution Pattern – Sites A & B ...................................................... 18
5–2 Project Traffic Distribution Pattern – Site C ................................................................ 18
5–3 AM Peak Hour Project Traffic Volumes ...................................................................... 18
5–4 PM Peak Hour and Daily Project Traffic Volumes ..................................................... 18
5–5 Existing Plus Project AM Peak Hour Traffic Volumes ............................................... 18
5–6 Existing Plus Project PM Peak Hour and Daily Traffic Volumes .............................. 18
6–1 Location of Cumulative Projects .................................................................................... 25
6–2 AM Peak Hour Cumulative Projects Traffic Volumes ................................................ 25
6–3 PM Peak Hour and Daily Cumulative Projects Traffic Volumes ............................... 25
6–4 Year 2021 Cumulative AM Peak Hour Traffic Volumes ............................................ 25
6–5 Year 2021 Cumulative PM Peak Hour and Daily Traffic Volumes ........................... 25
6–6 Year 2021 Cumulative Plus Project AM Peak Hour Traffic Volumes ....................... 25
6–7 Year 2021 Cumulative Plus Project PM Peak Hour and Daily Traffic Volumes ...... 25
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LIST OF TABLES
SECTION—TABLE # PAGE
3–1 Level of Service Criteria for Signalized Intersections...................................................... 9
3–2 Level of Service Criteria for Unsignalized Intersections (HCM 6 Methodology) ........ 10
3–3 Roadway Link Capacities ............................................................................................... 11
3–4 Existing Peak Hour Levels of Service ...................................................................... 12-13
3–5 Existing Roadway Segment Level of Service Summary ............................................... 14
5–1 Project Traffic Generation Forecast ................................................................................ 18
6–1 Location and Description of Cumulative Projects.................................................... 21-23
6–2 Cumulative Projects Traffic Generation Forecast .................................................... 24-25
8–1 Existing Plus Project Peak Hour Intersection Capacity Analysis ............................ 29-31
8–2 Existing Plus Project Roadway Segment Level of Service Summary ........................... 32
9–1 Year 2021 Peak Hour Intersection Capacity Analysis ............................................. 35-37
9–2 Year 2021 Roadway Segment Level of Service Summary ............................................ 38
10–1 Level of Service Criteria for Signalized Intersections (HCM 6 Methodology) ............. 40
10–2 Existing Plus Project Peak Hour Intersection Capacity Analysis – Caltrans ................. 43
10–3 Year 2021 Peak Hour Intersection Capacity Analysis – Caltrans .................................. 44
11–1 Project Driveway Peak Hour Levels of Service Summary ............................................ 46
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TRAFFIC IMPACT ANALYSIS
THE TERRACE APARTMENTS
Orange, California August 7, 2018
1.0 INTRODUCTION
This traffic impact analysis addresses the potential traffic impacts and circulation needs associated
with the proposed The Terrace Apartments Project (hereinafter referred to as Project). The Project
proposes to construct 167 apartment units within three buildings. The project site is generally
located south of Chapman Avenue and east of Lewis Street in the City of Orange, California.
This report documents the findings and recommendations of a traffic impact analysis conducted by
Linscott, Law & Greenspan, Engineers (LLG) to determine the potential impacts associated with the
Project. The traffic analysis evaluates the existing operating conditions at seventeen (17) key study
intersections and nine (9) key roadway segments within the project vicinity, estimates the trip
generation potential of the Project, and forecasts future operating conditions without and with the
proposed Project. Where necessary, intersection improvements/mitigation measures are identified.
This traffic report satisfies the City of Orange Traffic Impact Analysis Guidelines, dated August 15,
2007, the Caltrans Guide for the Preparation of Traffic Impact Studies, dated December 2002,
where applicable, and is consistent with the requirements and procedures outlined in the most
current Congestion Management Program (CMP) for Orange County. The Scope of Work for this
traffic study, which is included in Appendix A, was developed in conjunction with City of Orange
Traffic Engineering staff.
The project site has been visited and an inventory of adjacent area roadways and intersections was
performed. Existing traffic information has been collected at seventeen (17) key study intersections
and nine (9) key roadway segments on a “typical” weekday for use in the preparation of intersection
and roadway segment level of service calculations. Information concerning cumulative projects
(planned and/or approved) in the vicinity of the proposed Project has been researched at the City of
Orange, the City of Garden Grove, the City of Santa Ana and the City of Anaheim. Based on our
research, there are fourteen (14) cumulative projects in the City of Orange, three (3) cumulative
projects in the City of Garden Grove, six (6) cumulative projects in the City of Santa Ana, and
twenty-five (25) cumulative projects in the City of Anaheim within the vicinity of the subject site.
These forty-eight (48) planned and/or approved cumulative projects were considered in the
cumulative traffic analysis for this project.
This traffic report analyzes existing and future weekday daily, AM peak hour and PM peak hour
traffic conditions for a near-term (Year 2021) traffic setting upon completion of the proposed
Project. Daily and peak hour traffic forecasts for the Year 2021 horizon year have been projected by
increasing existing traffic volumes by an annual growth rate of one percent (1.0%) per year and
adding traffic volumes generated by forty-eight (48) cumulative projects.
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1.1 Study Area
The seventeen (17) key study intersections and nine (9) key roadway segments selected for
evaluation were determined based on coordination with City of Orange Traffic Engineering staff and
application of the “51 or more peak hour trip threshold” criteria outlined in the City of Orange
Traffic Impact Analysis Guidelines, dated August 15, 2007. The intersections and roadway segments
listed below provide local access to the study area and define the extent of the boundaries for this
traffic impact investigation. The jurisdiction where each key study intersection/roadway segment is
located is also identified with the following nomenclature utilized; (O) = City of Orange, (GG) =
City of Garden Grove, and (C) = Caltrans.
Key Study Intersections
1. State College Boulevard at Anaheim Way/I-5 NB Ramps (O/C)
2. State College Boulevard at I-5 SB Ramps (O/C)
3. Lewis Street at Chapman Avenue (O/GG)
4. Manchester Avenue at Chapman Avenue (O)
5. The City Drive at Chapman Avenue (O)
6. I-5 Ramps at Chapman Avenue (O/C)
7. Rampart Street at Chapman Avenue (O)
8. Manchester Avenue at City Boulevard West (O)
9. City Boulevard at City Boulevard West/The City Way (O)
10. City Boulevard East at The City Way (O)
11. The City Drive at The City Way/Dawn Way (O)
12. Lewis Street at Lampson Avenue/Metropolitan Drive (O/GG)
13. Entertainment Drive at City Boulevard West (O)
14. Entertainment Drive at Metropolitan Drive (O)
15. Designer Drive/SR-22 WB Ramps at Metropolitan Drive (O/C)
16. The City Drive at Metropolitan Drive (O)
17. The City Drive at SR-22 EB Ramps (O/C)
Key Roadway Segments
A. State College Boulevard, between I-5 SB Ramps and Chapman Avenue (O)
B. Chapman Avenue, between Lewis Street and Manchester Avenue (O)
C. Chapman Avenue, between Manchester Avenue and The City Drive (O)
D. Chapman Avenue, between The City Drive and I-5 SB Ramps (O)
E. Lewis St, between Chapman Ave and Lampson Ave/Metropolitan Dr (O/GG)
F. The City Drive, between Chapman Avenue and The City Way/Dawn Way (O)
G. The City Drive, between The City Way/Dawn Way and Metropolitan Dr (O)
H. Metropolitan Drive, between Lewis Street and SR-22 WB Ramps (O)
I. Metropolitan Drive, between SR-22 WB Ramps and The City Drive (O)
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Figure 1-1 presents a Vicinity Map, which illustrates the general location of the proposed Project
and depicts the study locations and surrounding street system. The Level of Service (LOS)
investigations at these key locations were used to evaluate the potential traffic-related impacts
associated with area growth, cumulative projects and the proposed Project. When necessary, this
report recommends intersection improvements that may be required to accommodate future traffic
volumes and restore/maintain an acceptable Level of Service and/or mitigate the impact of the
project.
Included in this Traffic Impact Analysis are:
Existing traffic counts,
Estimated project traffic generation/distribution/assignment,
Estimated cumulative project traffic generation/distribution/assignment,
Daily, AM and PM peak hour capacity analyses for existing conditions,
Daily, AM and PM peak hour capacity analyses for existing plus project conditions,
Daily, AM and PM peak hour capacity analyses for future (Year 2021) conditions without and
with project traffic,
Caltrans Analysis,
Site Access Evaluation,
Recommended Improvements, and
Congestion Management Program (CMP) Analysis.
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2.0 PROJECT DESCRIPTION
The project site is generally located south of Chapman Avenue and east of Lewis Street in the City
of Orange, California. Figure 2-1 presents an aerial depiction of the existing site.
Figure 2-2 presents the proposed site plan for the proposed Project, prepared by Van Tilburg,
Banvard & Soderbergh, AIA. Review of the proposed site plan indicates that the project site
currently has 441 apartment units within eight (8) buildings. The proposed Project will add three (3)
4-story apartment buildings (i.e. Sites A, B and C) with a total of 167 apartment units. Specifically,
Site A and Site B consist of 48 apartment units each, and Site C consists of the remaining 71
apartment units. The proposed Project is expected to be completed by the Year 2021.
2.1 Site Access
As shown in Figure 2-2, access to the Project site is currently provided and will continue to be
provided via one (1) unsignalized, outbound only driveway (Project Driveway No. 1) and one (1)
unsignalized, full-access driveway (Project Driveway No. 2) located along Lewis Street, and one (1)
unsignalized, full-access driveway (Project Driveway No. 3) located along City Boulevard West.
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3.0 EXISTING CONDITIONS
3.1 Existing Street System
Regional access to the site is provided via the Santa Ana (I-5) Freeway and the Garden Grove (SR-
22) Freeway. The principal local network of streets serving the proposed Project includes Chapman
Avenue and Lewis Street. The following discussion provides a brief synopsis of these key area
streets. The descriptions are based on an inventory of existing roadway conditions.
Chapman Avenue is generally a six-lane, divided roadway oriented in the east-west direction in the
vicinity of the Project. On-street parking is generally not permitted along this roadway within the
vicinity of the project. The posted speed limit on Chapman Avenue is 40 miles per hour (mph)
between Lewis Street and Manchester Avenue, 35 mph between Manchester Avenue and The City
Drive and 40 mph east of The City Drive. Traffic signals control the study intersections of Chapman
Avenue at Lewis Street, Manchester Avenue, The City Drive, the I-5 Freeway Ramps, and Rampart
Street.
Lewis Street is generally a four-lane, divided roadway oriented in the north-south direction. Lewis
Street borders the Project site to the west and currently provides access to the site via one (1)
unsignalized, outbound only driveway and one (1) unsignalized, full-access driveway. On-street
parking is generally not permitted along this roadway within the vicinity of the project. The posted
speed limit on Lewis Street is 45 mph north of Chapman Avenue and 40 mph south of Chapman
Avenue. Traffic signals control the study intersections of Lewis Street at Chapman Avenue and
Lampson Avenue/Metropolitan Drive.
Figure 3-1 presents an inventory of the existing roadway conditions for the arterials and
intersections evaluated in this report. This figure identifies the number of travel lanes for key
arterials, as well as intersection configurations and controls for the key area study intersections.
3.2 Existing Traffic Volumes
Seventeen (17) key study intersections and nine (9) key roadway segments have been identified as
the locations at which to evaluate existing and future traffic operating conditions. Some portion of
potential project-related traffic will pass through each of these intersections/roadway segments, and
their analysis will reveal the expected relative impacts of the project. These key intersections and
roadway segments were selected for evaluation based on coordination with City of Orange Traffic
Engineering staff and application of the “51 or more peak hour trip threshold” criteria outlined in the
City of Orange Traffic Impact Analysis Guidelines, dated August 15, 2007.
Existing daily, AM peak hour, and PM peak hour traffic volumes for the seventeen (17) key study
intersections and nine (9) key roadway segments evaluated in this report were conducted by
Transportation Studies Inc. in September 2017. Additionally, counts were conducted at the two (2)
existing Project driveways along Lewis Street and the one (1) existing Project driveway along City
Boulevard West. Figures 3-2 and 3-3 illustrate the existing AM and PM peak hour traffic volumes
at the seventeen (17) key study intersections and the three (3) existing Project driveways evaluated
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in this report, respectively. Figure 3-3 also presents the existing average daily traffic volumes for the
nine (9) key roadway segments in the vicinity of the proposed Project.
Appendix B contains the detailed peak hour count sheets for the key intersections and driveways
evaluated in this report. Appendix B also contains the average daily traffic volumes for the key
roadway segments.
3.3 Existing Intersection Conditions
Existing AM and PM peak hour operating conditions for the seventeen (17) key study intersections
were evaluated using the Intersection Capacity Utilization (ICU) methodology for signalized
intersections and the methodology outlined in Chapter 20 of the HCM 6 for two-way stop-controlled
intersections, and the methodology outlined in Chapter 21 of the HCM 6 for all-way stop-controlled
intersections.
3.3.1 Intersection Capacity Utilization (ICU) Method of Analysis (Signalized Intersections)
In conformance with City of Orange and City of Garden Grove requirements, existing AM and PM
peak hour operating conditions for the key signalized study intersections were evaluated using the
Intersection Capacity Utilization (ICU) method. The ICU technique is intended for signalized
intersection analysis and estimates the volume to capacity (V/C) relationship for an intersection
based on the individual V/C ratios for key conflicting traffic movements. The ICU numerical value
represents the percent signal (green) time and thus capacity, required by existing and/or future
traffic. It should be noted that the ICU methodology assumes uniform traffic distribution per
intersection approach lane and optimal signal timing.
Per City of Orange and City of Garden Grove requirements, the ICU calculations use a lane capacity
of 1,700 vehicles per hour (vph) for through and all turn lanes. A clearance adjustment factor of 0.05
was added to each Level of Service calculation.
The ICU value translates to a Level of Service (LOS) estimate, which is a relative measure of the
intersection performance. The ICU value is the sum of the critical volume to capacity ratios at an
intersection; it is not intended to be indicative of the LOS of each of the individual turning
movements. The six qualitative categories of Level of Service have been defined along with the
corresponding ICU value range and are shown in Table 3-1.
3.3.2 Highway Capacity Manual (HCM) Method of Analysis (Unsignalized Intersections)
The HCM unsignalized methodology for stop-controlled intersections was utilized for the analysis of
the unsignalized intersections. LOS criteria for unsignalized intersections differ from LOS criteria
for signalized intersections as signalized intersections are designed for heavier traffic and therefore a
greater delay. Unsignalized intersections are also associated with more uncertainty for users, as
delays are less predictable, which can reduce users’ delay tolerance.
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3.3.2.1 Two-Way Stop-Controlled Intersections
Two-way stop-controlled intersections are comprised of a major street, which is uncontrolled, and a
minor street, which is controlled by stop signs. Level of service for a two-way stop-controlled
intersection is determined by the computed or measured control delay. The control delay by
movement, by approach, and for the intersection as a whole is estimated by the computed capacity
for each movement. LOS is determined for each minor-street movement (or shared movement) as
well as major-street left turns. The worst side street approach delay is reported. LOS is not defined
for the intersection as a whole or for major-street approaches, as it is assumed that major-street
through vehicles experience zero delay. The HCM control delay value range for two-way stop-
controlled intersections are shown in Table 3-2.
3.3.2.2 All-Way Stop-Controlled Intersections
All-way stop -controlled intersections require every vehicle to stop at the intersection before
proceeding. Because each driver must stop, the decision to proceed into the intersection is a function
of traffic conditions on the other approaches. The time between subsequent vehicle departures
depends on the degree of conflict that results between the vehicles and vehicles on the other
approaches. This methodology determines the control delay for each lane on the approach, computes
a weighted average for the whole approach, and computes a weighted average for the intersection as
a whole. Level of service (LOS) at the approach and intersection levels is based solely on control
delay. The HCM control delay value range for all-way stop-controlled intersections are shown in
Table 3-2.
3.4 Volume to Capacity (V/C) Ratio Method of Analysis (Roadway Segments)
Existing daily operating conditions for the nine (9) key roadway segments have been investigated
according to the daily volume-to-capacity (V/C) ratio of each link. The daily V/C relationship is
used to estimate the LOS of the roadway segment with the volume based on the 24-hour traffic count
data and the existing daily capacity based on the respective City’s classification of each roadway.
The roadway link capacity of each street classification according to the City of Orange General Plan
Circulation and Mobility Element is presented in Table 3-3, along with the six corresponding service
levels and associated V/C ratios.
3.5 Level of Service Criteria
3.5.1 City of Orange Locations
According to the City of Orange General Plan Circulation Element and stated in the City of Orange
Traffic Impact Analysis Guidelines, dated August 15, 2007, LOS D is the minimum acceptable
condition that should be maintained during the morning and evening peak commute hours on all
intersections and LOS D is the minimum acceptable condition that should be maintained on a daily
basis on all roadway segments.
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3.5.2 City of Garden Grove Locations
According to the City of Garden Grove, LOS D is the minimum acceptable condition that should be
maintained during the morning and evening peak commute hours on all intersections and LOS D is
the minimum acceptable condition that should be maintained on a daily basis on all roadway
segments.
3.6 Existing Level of Service Results
3.6.1 Intersections
Table 3-4 summarizes the existing peak hour service level calculations for the seventeen (17) key
study intersections based on existing traffic volumes and current street geometry. Review of Table
3-4 indicates that one (1) of the seventeen (17) key study intersections currently operates at an
unacceptable level of service during the AM peak hour. The intersection of Lewis Street at
Chapman Avenue currently operates at unacceptable LOS E during the AM peak hour. The
remaining sixteen (16) key study intersections currently operate at acceptable LOS D or better
during the AM and PM peak hours.
Appendix C presents the ICU/LOS and HCM/LOS calculations for the seventeen (17) key study
intersections for the AM peak hour and PM peak hour.
3.6.2 Roadway Segments
Table 3-5 summarizes the existing service level calculations for the nine (9) key roadway segments
based on existing 24-hour traffic volumes and current roadway geometry. The first column (1)
shows the number of lanes, the second column (2) shows the arterial classification and the third
column (3) shows the existing LOS “E” capacity. The fourth column (4) shows the daily volume,
V/C ratio and resulting level of service. Review of Table 3-5 indicates that all nine (9) key roadway
segments currently operate at acceptable LOS D or better on a daily basis.
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TABLE 3-1
LEVEL OF SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS 1
Level of Service
(LOS)
Intersection Capacity
Utilization Value (V/C) Level of Service Description
A ≤ 0.60
EXCELLENT. No vehicle waits longer
than one red light, and no approach phase is
fully used.
B 0.61 – 0.70
VERY GOOD. An occasional approach
phase is fully utilized; many drivers begin
to feel somewhat restricted within groups
of vehicles.
C 0.71 – 0.80
GOOD. Occasionally drivers may have to
wait through more than one red light;
backups may develop behind turning
vehicles.
D 0.81 – 0.90
FAIR. Delays may be substantial during
portions of the rush hours, but enough
lower volume periods occur to permit
clearing of developing lines, preventing
excessive backups.
E 0.91 – 1.00
POOR. Represents the most vehicles
intersection approaches can accommodate;
may be long lines of waiting vehicles
through several signal cycles.
F > 1.00
FAILURE. Backups from nearby locations
or on cross streets may restrict or prevent
movement of vehicles out of the
intersection approaches. Potentially very
long delays with continuously increasing
queue lengths.
1 Source: Transportation Research Board Circular 212 – Interim Materials on Highway Capacity.
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TABLE 3-2
LEVEL OF SERVICE CRITERIA FOR UNSIGNALIZED INTERSECTIONS (HCM 6 METHODOLOGY)2,3
Level of Service
(LOS)
Highway Capacity Manual (HCM)
Delay Per Vehicle (seconds/vehicle)
Level of Service Description
A ≤ 10.0 Little or no delay
B > 10.0 and ≤ 15.0 Short traffic delays
C > 15.0 and ≤ 25.0 Average traffic delays
D > 25.0 and ≤ 35.0 Long traffic delays
E > 35.0 and ≤ 50.0 Very long traffic delays
F > 50.0 Severe congestion
2 Source: Highway Capacity Manual 6, Chapter 20: Two-Way Stop-Controlled Intersections. The LOS criteria apply to each lane on a given
approach and to each approach on the minor street. LOS is not calculated for major-street approaches or for the intersection as a whole.
3 Source: Highway Capacity Manual 6, Chapter 21: All-Way Stop-Controlled Intersections. For approaches and intersection-wide assessment,
LOS is defined solely by control delay.
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TABLE 3-3
ROADWAY LINK CAPACITIES
Facility Type
Number
of Lanes
Level of Service Criteria With Associated Roadway Capacity
Daily Values (VPD)
Level of Service (LOS)
A B C D E 4 F
Principal 8-lanes
divided 45,000 52,500 60,000 67,500 75,000 --
Major 6-lanes
divided 33,900 39,400 45,000 50,600 56,300 --
Primary 4-lanes
divided 22,500 26,300 30,000 33,800 37,500 --
Secondary 4-lanes
undivided 14,400 16,800 19,200 21,600 24,000 --
Collector 2-lanes
undivided 7,200 8,400 9,600 10,800 12,000 --
V/C Ratio ≤ 0.60 0.61-0.70 0.71-0.80 0.81-0.90 0.91-1.00 ≥ 1.00
Notes:
VPD = vehicles per day
4 Source: City of Orange General Plan; Circulation and Mobility.
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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TABLE 3-4
EXISTING PEAK HOUR LEVELS OF SERVICE
Key Intersection
Time
Period
Jurisdiction
Minimum
Acceptable
LOS
Control
Type ICU/HCM LOS
1. State College Boulevard at AM Orange/
Caltrans D 5 Phase 0.362 A
Anaheim Way/I-5 NB Ramps PM Signal 0.615 B
2. State College Boulevard at AM Orange/
Caltrans D 2 Phase 0.475 A
I-5 SB Ramps PM Signal 0.389 A
3. Lewis Street at AM Orange/
Garden Grove D 8 Phase 0.960 E
Chapman Avenue PM Signal 0.836 D
4. Manchester Avenue at AM Orange D 6 Phase 0.590 A
Chapman Avenue PM Signal 0.550 A
5. The City Drive at AM Orange D 8 Phase 0.738 C
Chapman Avenue PM Signal 0.749 C
6. I-5 Ramps at AM Orange/
Caltrans D 4 Phase 0.563 A
Chapman Avenue PM Signal 0.569 A
7. Rampart Street at AM Orange D 3 Phase 0.357 A
Chapman Avenue PM Signal 0.453 A
8. Manchester Avenue at AM Orange D All-Way 9.1 s/v A
City Boulevard West PM Stop 10.4 s/v B
9. City Boulevard at AM Orange D All-Way 9.1 s/v A
City Blvd West/The City Way PM Stop 11.5 s/v B
Notes:
s/v = seconds per vehicle (delay)
BOLD ICU/LOS values indicate unacceptable service level
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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TABLE 3-4 (CONTINUED)
EXISTING PEAK HOUR LEVELS OF SERVICE
Key Intersection
Time
Period
Jurisdiction
Minimum
Acceptable
LOS
Control
Type ICU/HCM LOS
10. City Boulevard East at AM Orange D All-Way 8.3 s/v A
The City Way PM Stop 9.0 s/v A
11. The City Drive at AM Orange D 6 Phase 0.487 A
The City Way/Dawn Way PM Signal 0.542 A
12. Lewis Street at AM Orange/
Garden Grove D 2 Phase 0.717 C
Lampson Ave/Metropolitan Dr PM Signal 0.701 C
13. Entertainment Drive at AM Orange D All-Way 8.7 s/v A
City Boulevard West PM Stop 10.2 s/v B
14. Entertainment Drive at AM Orange D All-Way 13.9 s/v B
Metropolitan Drive PM Stop 25.2 s/v D
15. Designer Dr/SR-22 WB Ramps at AM Orange/
Caltrans D 4 Phase 0.457 A
Metropolitan Drive PM Signal 0.546 A
16. The City Drive at AM Orange D 3 Phase 0.477 A
Metropolitan Drive PM Signal 0.397 A
17. The City Drive at AM Orange/
Caltrans D 6 Phase 0.596 A
SR-22 EB Ramps PM Signal 0.629 B
Notes:
s/v = seconds per vehicle (delay)
BOLD ICU/LOS values indicate unacceptable service level
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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TABLE 3-5
EXISTING ROADWAY SEGMENT LEVEL OF SERVICE SUMMARY
Key Roadway Segment Jurisdiction
Min.
Acc.
LOS
(1)
No. of
Existing
Lanes
(2)
Arterial
Classification
(3)
Existing
Capacity
at LOS “E”
(4)
Existing
Traffic Conditions
Daily
Volume
V/C
Ratio LOS
A. State College Blvd between
I-5 SB Ramps and Chapman Ave Orange D 8D Principal 75,000 35,011 0.467 A
B. Chapman Ave between
Lewis St and Manchester Ave Orange D 6D Major 56,300 35,227 0.626 B
C. Chapman Ave between
Manchester Ave and The City Dr Orange D 6D Major 56,300 40,804 0.725 C
D. Chapman Ave between
The City Dr and I-5 SB Ramps Orange D 6D Major 56,300 48,463 0.861 D
E. Lewis St between
Chapman Ave and Lampson Ave
Orange/
Garden Grove D 4D Secondary 24,000 18,293 0.762 C
F. The City Dr between
Chapman Ave and Dawn Way Orange D 8D Principal 75,000 38,115 0.508 A
G. The City Dr between
Dawn Way and Metropolitan Dr Orange D 8D Principal 75,000 18,589 0.248 A
H. Metropolitan Dr between
Lewis St and SR-22 WB Ramps Orange D 4D Primary 37,500 10,078 0.269 A
I. Metropolitan Dr between
SR-22 WB Ramps and The City Dr Orange D 4D Primary 37,500 18,836 0.502 A
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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4.0 TRAFFIC FORECASTING METHODOLOGY
In order to estimate the traffic impact characteristics of the proposed Project, a multi-step process
has been utilized. The first step is trip generation, which estimates the total arriving and departing
traffic on a peak hour and daily basis. The traffic generation potential is forecast by applying the
appropriate vehicle trip generation equations or rates to the project development tabulation.
The second step of the forecasting process is trip distribution, which identifies the origins and
destinations of inbound and outbound project traffic. These origins and destinations are typically
based on demographics and existing/anticipated travel patterns in the study area.
The third step is traffic assignment, which involves the allocation of project traffic to study area
streets and intersections. Traffic assignment is typically based on minimization of travel time, which
may or may not involve the shortest route, depending on prevailing operating conditions and travel
speeds. Traffic distribution patterns are indicated by general percentage orientation, while traffic
assignment allocates specific volume forecasts to individual roadway links and intersection turning
movements throughout the study area.
With the forecasting process complete and project traffic assignments developed, the impact of the
proposed Project is isolated by comparing operational (LOS) conditions at selected key intersections
using expected future traffic volumes with and without forecast project traffic. The need for site-
specific and/or cumulative local area traffic improvements can then be evaluated and the
significance of the project’s impacts identified.
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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5.0 PROJECT TRAFFIC CHARACTERISTICS
5.1 Project Traffic Generation
Traffic generation is expressed in vehicle trip ends, defined as one-way vehicular movements, either
entering or exiting the generating land use. Generation equations and/or rates used in the traffic
forecasting procedure are found in the 10th Edition of Trip Generation, published by the Institute of
Transportation Engineers (ITE) [Washington D.C., 2017].
Table 5-1 summarizes the trip generation rates used in forecasting the vehicular trips generated by
the proposed Project and also presents the Project’s forecast peak hour and daily traffic volumes. It
should be noted that due to the location of each individual project site within the entire project site
boundary, two (2) site groups have been established and are reflected in Table 5-1. These site
groups include Group 1, which consists of Sites A and B and Group 2, which consists of Site C.
Review of the upper portion of Table 5-1 shows that the trip generation potential of the proposed
Project was estimated using ITE Land Use 221: Multifamily (Mid-Rise, 3-10 floors) trip rates.
Review of the middle portion of Table 5-1 indicates that Group 1 of the proposed Project (i.e. Sites
A and B) is forecast to generate 418 daily trips, with 30 trips (8 inbound, 22 outbound) produced in
the AM peak hour and 34 trips (21 inbound, 13 outbound) produced in the PM peak hour on a
“typical” weekday. Review of the lower portion of Table 5-1 indicates that Group 2 of the proposed
Project (i.e. Site C) is forecast to generate 309 daily trips, with 22 trips (6 inbound, 16 outbound)
produced in the AM peak hour and 25 trips (15 inbound, 10 outbound) produced in the PM peak
hour on a “typical” weekday. As shown at the bottom of Table 5-1, overall the proposed Project is
forecast to generate 727 daily trips, with 52 trips (14 inbound, 38 outbound) produced in the AM
peak hour and 59 trips (36 inbound, 23 outbound) produced in the PM peak hour on a “typical”
weekday.
Please note that the aforementioned overall project trip generation includes adjustments for mode
split/internal capture. A twenty percent (20%), fifteen percent (15%) and twenty percent (20%)
mode split/internal capture reduction has been applied to the daily, AM peak hour and PM peak hour
project trip generation, respectively, to account for the numerous employment and
entertainment/retail/restaurant opportunities located in the immediate vicinity of the proposed project
site. The proposed 20%/15%/20% mode split/internal capture reductions are based on internal
capture calculations prepared for the project utilizing the recommended methodology contained
within the Trip Generation Handbook. The proposed project was analyzed with the existing
adjacent office, medical office and retail/restaurant/entertainment uses in the area to develop internal
capture reductions.
Appendix C also contains the internal capture worksheets and, as shown, the calculated internal
capture potential is measurably greater than what was utilized in the analysis.
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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5.2 Project Traffic Distribution and Assignment
Figures 5-1 and 5-2 illustrate the general, directional traffic distribution patterns for Sites A & B and
Site C, respectively. Project traffic volumes both entering and exiting the project site have been
distributed and assigned to the adjacent street system based on the following considerations:
directional flows on the freeways in the immediate vicinity of the project site (i.e. I-5
Freeway and SR-22 Freeway),
the site's proximity to major traffic carriers (i.e., Chapman Avenue, The City Drive, etc.),
expected localized traffic flow patterns based on adjacent street channelization and presence
of traffic signals,
ingress/egress availability at the project site, and
input from City staff.
The anticipated AM and PM peak hour project traffic volumes associated with the proposed Project
(i.e. Sites A, B and C) are presented in Figures 5-3 and 5-4, respectively. Figure 5-4 also presents
the daily project traffic volumes for the proposed Project. The traffic volume assignments presented
in Figures 5-3 and 5-4 reflect the traffic distribution characteristics shown in Figures 5-1 and 5-2,
and the traffic generation forecast presented in Table 5-1.
5.3 Existing Plus Project Traffic Conditions
The existing plus project traffic conditions have been generated based upon existing conditions and
the estimated project traffic. These forecast traffic conditions have been prepared pursuant to the
California Environmental Quality Act (CEQA) guidelines, which require that the potential impacts
of a Project be evaluated upon the circulation system as it currently exists. This traffic volume
scenario and the related intersection capacity analyses will identify the roadway improvements
necessary to mitigate the direct traffic impacts of the Project, if any.
Figures 5-5 and 5-6 present projected AM and PM peak hour traffic volumes at the seventeen (17)
key study intersections and three (3) Project driveways with the addition of the trips generated by the
proposed Project to existing traffic volumes, respectively. Figure 5-6 also presents the existing plus
project daily traffic volumes.
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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TABLE 5-1
PROJECT TRAFFIC GENERATION FORECAST 5
ITE Land Use Code /
Project Description
Daily
2-Way
AM Peak Hour PM Peak Hour
Enter Exit Total Enter Exit Total
Generation Factors:
221: Multifamily Housing (Mid-Rise, 3-10 floors) (TE/DU) 5.44 0.09 0.27 0.36 0.27 0.17 0.44
Generation Forecast:
Sites A and B (96 Apartment DU) 522 9 26 35 26 16 42
Mode Split/Internal Capture Reduction
(20% daily / 15% AM / 20% PM)6 -104 -1 -4 -5 -5 -3 -8
Subtotal 418 8 22 30 21 13 34
Site C (71 Apartment DU) 386 7 19 26 19 12 31
Mode Split/Internal Capture Reduction
(20% daily / 15% AM / 20% PM)6 -77 -1 -3 -4 -4 -2 -6
Subtotal 309 6 16 22 15 10 25
Total Traffic Generation Forecast 727 14 38 52 36 23 59
5 Source: Trip Generation, 10th Edition, Institute of Transportation Engineers (ITE), Washington, D.C. (2017).
6 A twenty percent (20%), fifteen percent (15%), and twenty percent (20%) mode split/internal capture reduction has been applied to the daily, AM
peak hour, and PM peak hour project trip generation, respectively, to account for the numerous employment and entertainment/retail/restaurant
opportunities located in the immediate vicinity of the proposed project site.
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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6.0 FUTURE TRAFFIC CONDITIONS
6.1 Ambient Traffic Growth
Horizon year, background traffic growth estimates have been calculated using an ambient traffic
growth factor. The ambient traffic growth factor is intended to include unknown and future
cumulative projects in the study area, as well as account for regular growth in traffic volumes due to
the development of projects outside the study area. The future growth in traffic volumes has been
calculated at one percent (1.0%) per year. Applied to the Year 2017 existing traffic volumes, this
factor results in a 4.0% growth in existing volumes to the near-term horizon year 2021.
6.2 Cumulative Projects Traffic Characteristics
In order to make a realistic estimate of future on-street conditions prior to implementation of the
proposed Project, the status of other known development projects (cumulative projects) in the
vicinity of the proposed Project has been researched at the City of Orange, the City of Garden
Grove, the City of Santa Ana, and the City of Anaheim. With this information, the potential impact
of the proposed Project can be evaluated within the context of the cumulative impact of all ongoing
development.
Based on our research, there are fourteen (14) cumulative projects in the City of Orange, three (3)
cumulative projects in the City of Garden Grove, six (6) cumulative projects in the City of Santa
Ana, and twenty-five (25) cumulative projects in the City of Anaheim within the vicinity of the
subject site that have either been built, but not yet fully occupied, or are being processed for approval.
These forty-eight (48) cumulative projects have been included as part of the cumulative background
setting.
Table 6-1 provides a brief description for each of the forty-eight (48) cumulative projects. Figure 6-
1 graphically illustrates the location of the cumulative projects. These cumulative projects are
expected to generate vehicular traffic, which may affect the operating conditions of the key study
intersections and/or roadway segments.
Table 6-2 presents the trip generation for the forty-eight (48) cumulative projects. As shown in
Table 6-2, the forty-eight (48) cumulative projects are forecast to generate a total of 131,894 daily
trips, with 8,285 trips (3,719 inbound and 4,566 outbound) forecast during the AM peak hour and
10,413 trips (5,593 inbound and 4,820 outbound) forecast during the PM peak hour.
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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6.3 Year 2021 Traffic Volumes
The AM and PM peak hour traffic volumes associated with the forty-eight (48) cumulative projects
are presented in Figures 6-2 and 6-3, respectively. Figure 6-3 also presents the daily cumulative
project traffic volumes.
Figures 6-4 and 6-5 present the AM and PM peak hour cumulative traffic volumes (existing traffic +
ambient growth traffic + cumulative project traffic) at the seventeen (17) key study intersections for
the Year 2021, respectively. Figure 6-5 also presents the Year 2021 daily cumulative traffic
volumes.
Figures 6-6 and 6-7 illustrate the Year 2021 forecast AM and PM peak hour traffic volumes, with
the inclusion of the trips generated by the proposed Project, respectively. Figure 6-7 also presents
the Year 2021 daily cumulative plus project traffic volumes.
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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TABLE 6-1
LOCATION AND DESCRIPTION OF CUMULATIVE PROJECTS 7
No. Description Location/Address Size
City of Orange
1. 3800 Chapman Apartments 3800 Chapman Avenue 280 DU Apartments
2. City Plaza North and South of City Boulevard, adjacent
to Entertainment Drive
335 DU Apartments
165 Room Hotel
3. City Parkway West Apartments Northeast corner of Lewis Street and
City Parkway West 220 Apartments
4. 1725 West Katella Apartments 1725 West Katella Avenue 94 DU Apartments
5. Plaza Bible Church and School 671 Poplar Street 22,940 SF Church
350 Student School
6. Oakmo nt Senior Living 630 The City Drive South 98 DU Senior Adult Housing
7. AMLI Residential 3537 The City Way 334 Apartments
8. Town and Country
Apartments and Townhomes
Southeast corner of Town and Country Road
and Lawson Way
653 DU Apartments
75 DU Townhomes
9. 999 Town and Country Apartments 999 Town and Country 250 Apartments
10. Eleven 10 West 1110 Town and Country Road 260 Apartments
11. Koll Center Parking Structure 3510 West Orangewood Avenue Net increase of 222 parking spaces
12. Marriott Dual Brand Hotel Southwest corner of Santa Ana River Channel
and Chapman Avenue
300 Room Hotel
3,000 SF Restaurant
13. 7-11 Gas Station 2245 West Chapman Avenue 2,400 SF Convenience Store
14. Chick-fil-A Main Street Southwest corner of Main Street and Almond
Avenue
4,563 SF Fast-Food Restaurant with
Drive-Thru
City of Garden Grove
15. Single Family Homes Northwest corner of Lewis Street and
Garden Grove Boulevard 70 DU Single Family Homes
16. Site “C” Hotel and Restaurant Northeast corner of Harbor Boulevard and
Twintree Lane
769 Room Hotel and 45,000 SF
Restaurant
17. Nickelodeon Resort Northwest corner of Harbor Boulevard and
Twintree Lane
60 DU Timeshare
500 Room Resort Hotel
5,703 SF Quality Restaurant
City of Santa Ana
18. 2700 Main St. Apartments 2700 North Main Street 247 DU Apartments
19. Bristol-Memory
Commercial Building 2702 North Bristol Street 6,900 SF Commercial
20. Discovery Science Center Expansion 2500 North Main Street 53,384 SF Commercial/Educational
21. Park View at
Town and Country Manor 555 East Memory Lane 174 Apartments
7 Source: Cities of Orange, Garden Grove, Santa Ana and Anaheim Planning Departments staff.
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TABLE 6-1 (CONTINUED)
LOCATION AND DESCRIPTION OF CUMULATIVE PROJECTS 8
No. Description Location/Address Size
22. The 301 301 East Jeanette Lane 182 Apartments
3,707 SF Commercial
23. The Academy Charter High School 1901 North Fairview Street 8 Apartments
110,500 SF High School
City of Anaheim
24. Jefferson Platinum Triangle I & II Generally north of Katella Avenue and
west of State College Boulevard 400 Apartments
25. Anaheim Apartment Communities Generally north of Katella Avenue and
west of State College Boulevard 244 Apartments
26. A-Town Metro Southwest corner of State College Boulevard
and Katella Avenue
1,746 Apartments
50,000 SF Commercial
27. LT Platinum Center` Northeast corner of State College Boulevard
and Orangewood Avenue
405 Apartments
77,000 SF Office
583,000 SF Commercial
28. Jefferson Stadium Park Southwest corner of State College Boulevard
and Gene Autry Way
1,079 Apartments
14,600 SF Commercial
29. The George Northeast corner of State College Boulevard
and Orangewood Avenue 341 Apartments
30. Platinum Vista Generally north of Katella Avenue and
east of Lewis Street 389 Apartments
31. Trumark Homes Generally north of Katella Avenue and
east of Lewis Street 153 DU Townhomes
32. Hilton Garden Inn/
Home2 Suites by Hilton 1441 South Manchester Avenue 223 Room Hotel
33. Park Vue Inn 1570 South Harbor Boulevard 180 Room Hotel and
10,654 SF Commercial
34. Element Hotel 200 West Alro Way 174 Room Hotel
35. Luxury Hotel 1700 South Harbor Boulevard 580 Room Resort Hotel
36. Gardenwalk – Resort Hotel 300 West Disney Way 400 Room Resort Hotel
37. Gardenwalk – Westgate Timeshare 500 West Disney Way 399 Room Resort Hotel
38. Gardenwalk – JW Marriott 1775 South Clementine Street 466 Room Resort Hotel
39. Cambria Suites 1721 South Manchester Avenue 352 Room Hotel
15,000 SF Restaurant
8 Source: Cities of Orange, Garden Grove, Santa Ana and Anaheim Planning Departments staff.
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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TABLE 6-1 (CONTINUED)
LOCATION AND DESCRIPTION OF CUMULATIVE PROJECTS 9
No. Description Location/Address Size
40. Westin Anaheim Resort 1030 West Katella Avenue 613 Room Resort Hotel
41. Anaheim Convention Center Exp. 800 West Katella Avenue 200,000 SF Convention Center Exp.
42. Hampton Inn & Suites 100 West Katella Avenue 178 Room Hotel
43. Radison Blue Hotel 1601 South Anaheim Boulevard 330 Room Hotel
44. Industrial Building 1710-1730 South Anaheim Boulevard 143,000 SF Industrial
45. Manchester and
Chapman Townhomes 2337-2415 South Manchester Avenue 120 DU Townhomes
46. Stadium Towers II 2400 East Katella Avenue 332,958 SF Office
47. Avanti Anaheim Boulevard
Townhomes 100 West Cerritos Avenue 292 DU Townhomes
48. Self-Storage 1705 South State College Boulevard 31,812 SF Self-Storage
9 Source: Cities of Orange, Garden Grove, Santa Ana and Anaheim Planning Departments staff.
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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TABLE 6-2
CUMULATIVE PROJECTS TRAFFIC GENERATION FORECAST 10
No. Cumulative Project Description
Daily
Two-Way
AM Peak Hour PM Peak Hour
In Out Total In Out Total
1. 3800 Chapman Apartments 11 1,490 25 97 122 90 49 139
2. City Plaza 12 3,130 80 152 232 158 107 265
3. City Parkway West Apartments 13 1,170 19 76 95 70 39 109
4. 1725 West Katella Apartments 14 365 2 37 39 29 3 32
5. Plaza Bible Church and School 15 690 181 147 328 32 34 66
6. Oakmont Senior Living 363 7 13 20 14 11 25
7. AMLI Residential 16 1,777 28 116 144 107 58 165
8. Town and Country Apartments and Townhomes 17 2,589 -198 255 57 238 -90 148
9. 999 Town and Country Apartments 18 1,742 26 108 134 105 58 163
10. Eleven 10 West 19 1,729 26 107 133 104 57 161
11. Koll Center Parking Structure 20 622 43 12 55 38 46 84
12. Marriott Dual Brand Hotel 2,811 98 70 168 102 95 197
13. 7-11 Gas Station 1,646 67 68 135 29 29 58
14. Chick-fil-A Main Street 21 1,612 47 46 93 38 36 74
15. Single Family Homes 661 13 39 52 43 26 69
16. Site “C” Hotel and Restaurant 22 8,256 271 176 447 348 269 617
17. Nickelodeon Resort23 4,937 131 55 186 117 148 265
18. 2700 Main St. Apartments 1,808 26 88 114 87 51 138
19. Bristol-Memory Commercial Building 234 3 2 5 8 9 17
20. Discovery Science Center Expansion 520 53 9 62 10 51 61
21. Park View at Town and Country Manor 1,274 18 62 80 61 36 97
10 Unless otherwise noted, Source: Trip Generation, 10th Editions, Institute of Transportation Engineers (ITE) [Washington, D.C. (2017)].
11 Source: 3800 Chapman Apartments Traffic Impact Analysis, prepared by LLG Engineers.
12 Source: City Plaza Project Traffic Impact Analysis, prepared by LLG Engineers.
13 Source: City Parkway West Apartments Project Traffic Impact Analysis, prepared by LLG Engineers.
14 Source: 1725 West Katella Apartments Traffic Impact Analysis, prepared by LLG Engineers.
15 Source: Plaza Bible Church and School Project TIA Scope of Work, prepared by LLG Engineers.
16 Source: AMLI Uptown Orange Project Traffic Impact Analysis, prepared by LLG Engineers.
17 Source: Town and Country Apartments and Townhomes Traffic Impact Analysis, prepared by LLG Engineers.
18 Source: 999 Town & Country Apartments Project Traffic Impact Analysis, prepared by LLG Engineers.
19 Source: 1100 Town & Country Project Traffic Impact Analysis, prepared by LLG Engineers.
20 Source: Koll Center Parking Structure Focused Traffic Impact Assessment, prepared by LLG Engineers.
21 Source: Chick-fil-A Main Street Project Traffic Impact Analysis, prepared by LLG Engineers.
22 Source: Traffic Impact Analysis Report for The Garden Grove Site “C” Hotel and Restaurant, prepared by RK Engineering Group.
23 Source: Nickelodeon Resort Traffic Impact Scope of Work, prepared by LLG Engineers.
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TABLE 6-2 (CONTINUED)
CUMULATIVE PROJECTS TRAFFIC GENERATION FORECAST 24
No. Cumulative Project Description
Daily
Two-Way
AM Peak Hour PM Peak Hour
In Out Total In Out Total
22. The 301 1,458 21 66 87 69 42 111
23. The Academy Charter High School25 686 107 52 159 25 29 54
24. Jefferson Platinum Triangle I & II 2,928 42 142 184 141 83 224
25. Anaheim Apartment Communities 1,786 26 86 112 86 51 137
26. A-Town Metro 14,480 211 634 845 677 427 1,104
27. LT Platinum Center` 23,522 426 342 768 861 921 1,782
28. Jefferson Stadium Park 8,394 122 387 509 399 242 641
29. The George 2,496 36 121 157 120 71 191
30. Platinum Vista 2,847 41 138 179 137 81 218
31. Trumark Homes 1,120 16 54 70 54 32 86
32. Hilton Garden Inn/Home2 Suites by Hilton 1,864 62 43 105 68 66 134
33. Park Vue Inn 1,867 55 39 94 68 67 135
34. Element Hotel 1,455 48 34 82 53 51 104
35. Luxury Hotel 2,378 134 52 186 102 136 238
36. Gardenwalk – Resort Hotel 1,640 92 36 128 71 93 164
37. Gardenwalk – Westgate Timeshare 1,636 92 36 128 71 93 164
38. Gardenwalk – JW Marriott 1,911 107 42 149 82 109 191
39. Cambria Suites 4,458 171 128 299 160 135 295
40. Westin Anaheim Resort 2,513 141 55 196 108 143 251
41. Anaheim Convention Center Exp. 1,948 200 32 232 37 193 230
42. Hampton Inn & Suites 1,488 50 34 84 55 52 107
43. Radison Blue Hotel 2,759 91 64 155 101 97 198
44. Industrial Building 709 88 12 100 12 78 90
45. Manchester and Chapman Townhomes 697 9 44 53 42 20 62
46. Stadium Towers II 3,243 332 54 386 61 322 383
47. Avanti Anaheim Boulevard Townhomes 2,137 31 103 134 103 61 164
48. Self-Storage 48 2 1 3 2 3 5
Total Cumulative Projects Trip Generation Forecast 131,894 3,719 4,566 8,285 5,593 4,820 10,413
24 Unless otherwise noted, Source: Trip Generation, 10th Editions, Institute of Transportation Engineers (ITE) [Washington, D.C. (2017)].
25 Source: The Academy Charter high School Traffic Impact Analysis, prepared by Fehr and Peers.
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7.0 TRAFFIC IMPACT ANALYSIS METHODOLOGY
The relative impact of the proposed Project during the AM peak hour/PM peak hour and on a daily
basis was evaluated based on analysis of future operating conditions at the seventeen (17) key study
intersections and nine (9) key roadway segments, without, then with the proposed Project. The
previously discussed capacity analysis procedures were utilized to investigate the future volume-to-
capacity relationships and service level characteristics at each study intersection and roadway
segment. The significance of the potential impacts of the Project at each key intersection and key
roadway segment was then evaluated using the following traffic impact criteria.
7.1 Impact Criteria and Thresholds
7.1.1 City of Orange
Impacts to local and regional transportation systems located in the City of Orange are considered
significant if:
Intersections:
An unacceptable peak hour Level of Service (LOS) at any of the key intersections is projected.
According to the City’s Circulation Element and stated in the City of Orange Traffic Impact
Analysis Guidelines, dated August 15, 2007, LOS D is the minimum acceptable condition that
should be maintained during the morning and evening peak commute hours on all intersections;
and
The project increases traffic demand at the study intersection by 1% of capacity (ICU increase ≥
0.010), causing or worsening LOS E or LOS F (ICU > 0.900).
Roadway Segments:
An unacceptable daily Level of Service (LOS) at any of the key roadway segments is projected.
According to the City of Orange General Plan Circulation Element and stated in the City of
Orange Traffic Impact Analysis Guidelines, dated August 15, 2007, LOS D is the minimum
acceptable condition that should be maintained on a daily basis on all roadway segments; and
The project increases traffic demand at the roadway segment by 1% of capacity (V/C increase ≥
0.010), causing or worsening LOS E or LOS F (V/C > 0.900).
7.1.2 City of Garden Grove
Impacts to local and regional transportation systems located in the City of Garden Grove are
considered significant if:
Intersections:
An unacceptable peak hour Level of Service (LOS) at any of the key intersections is projected.
According to the City of Garden Grove, LOS D is the minimum acceptable condition that should
be maintained during the morning and evening peak commute hours on all intersections; and
The project increases traffic demand at the study intersection by 1% of capacity (ICU increase ≥
0.010), causing or worsening LOS E or LOS F (ICU > 0.900).
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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Roadway Segments:
An unacceptable daily Level of Service (LOS) at any of the key roadway segments is projected.
According to the City of Garden Grove, LOS D is the minimum acceptable condition that should
be maintained on a daily basis on all roadway segments; and
The project increases traffic demand at the roadway segment by 1% of capacity (V/C increase ≥
0.010), causing or worsening LOS E or LOS F (V/C > 0.900).
7.2 Traffic Impact Analysis Scenarios
The following scenarios are those for which volume/capacity calculations have been performed at
the seventeen (17) key study intersections and nine (9) key roadway segments for existing plus
project and near-term (Year 2021) traffic conditions:
(a) Existing Traffic Conditions;
(b) Existing Plus Project Traffic Conditions;
(c) Scenario (b) with Improvements, if necessary;
(d) Near-Term (Year 2021) Cumulative Traffic Conditions,
(e) Near-Term (Year 2021) Cumulative plus Project Traffic Conditions; and
(f) Scenario (e) with Improvements, if necessary.
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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8.0 EXISTING PLUS PROJECT ANALYSIS
The following summarizes the “Existing Plus Project” level of service results for the seventeen (17)
key study intersections and nine (9) key roadway segments.
8.1 Intersections
Table 8-1 summarizes the peak hour level of service results at the seventeen (17) study intersections
for existing plus project traffic conditions. The first column (1) of ICU/LOS and HCM/LOS values
in Table 8-1 presents a summary of existing AM and PM peak hour traffic conditions (which were
also presented in Table 3-4). The second column (2) lists existing plus project traffic conditions. The
third column (3) shows the increase in ICU and/or Delay value due to the added peak hour project
trips and indicates whether the traffic associated with the Project will have a significant impact based
on the LOS standards and significant impact criteria defined in this report. The fourth column (4)
indicates the anticipated level of service with recommended improvements.
8.1.1 Existing Plus Project Traffic Conditions
Review of Columns (2) and (3) of Table 8-1 indicates that traffic associated with the proposed
Project will not significantly any of the seventeen (17) key study intersections, when compared to
the LOS standards and significant impact criteria specified in this report. Although the intersection
of Lewis Street at Chapman Avenue is forecast to operate at an unacceptable LOS E during the AM
peak hour with the addition of Project traffic, the proposed Project is expected to add less than the
allowable threshold to the ICU value. The remaining sixteen (16) key study intersections currently
operate and are forecast to continue to operate at an acceptable LOS D or better during the AM and
PM peak hours with the addition of Project generated traffic to existing traffic.
Appendix C also presents the existing plus project ICU/LOS and HCM/LOS calculations for the
seventeen (17) key study intersections for the AM peak hour and PM peak hour.
8.2 Roadway Segments
Table 8-2 summarizes the roadway segment level of service results at the nine (9) key roadway
segments for existing plus project traffic conditions. The first column (1) shows the number of
lanes, the second column (2) shows the arterial classification and the third column (3) shows the
existing LOS “E” capacity. The fourth column (4) presents a summary of existing daily traffic
conditions (which were also presented in Table 3-5). The fifth column (5) lists existing plus project
daily traffic conditions. Column (5) also shows the increase in V/C ratio value due to the added
daily project trips and indicates whether the traffic associated with the Project will have a significant
impact based on the LOS standards and significant impact criteria defined in this report.
8.2.1 Existing Plus Project Traffic Conditions
Review of Column 5 of Table 8-2 indicates that traffic associated with the proposed Project will not
significantly impact any of the nine (9) key roadway segments when compared to the LOS standards
and significant impact criteria specified in this report. The nine (9) key roadway segments currently
operate and are forecast to continue to operate at an acceptable service level on a daily basis with the
addition of Project generated traffic to existing traffic.
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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TABLE 8-1
EXISTING PLUS PROJECT PEAK HOUR INTERSECTION CAPACITY ANALYSIS
Key Intersections
Time
Period
Minimum
Acceptable
LOS
(1)
Existing
Traffic Conditions
(2)
Existing
Plus Project
Traffic Conditions
(3)
Project
Significant
Impact
(4)
Existing
Plus Project
With Mitigation
ICU/HCM LOS ICU/HCM LOS Increase Yes/No ICU/HCM LOS
1. State College Boulevard at AM D 0.362 A 0.362 A 0.000 No -- --
Anaheim Way/I-5 NB Ramps PM 0.615 B 0.615 B 0.000 No -- --
2. State College Boulevard at AM D 0.475 A 0.476 A 0.001 No -- --
I-5 SB Ramps PM 0.389 A 0.393 A 0.004 No -- --
3. Lewis Street at AM D 0.960 E 0.963 E 0.003 No -- --
Chapman Avenue PM 0.836 D 0.836 D 0.000 No -- --
4. Manchester Avenue at AM D 0.590 A 0.594 A 0.004 No -- --
Chapman Avenue PM 0.550 A 0.557 A 0.007 No -- --
5. The City Drive at AM D 0.738 C 0.741 C 0.003 No -- --
Chapman Avenue PM 0.749 C 0.750 C 0.001 No -- --
6. I-5 Ramps at AM D 0.563 A 0.566 A 0.003 No -- --
Chapman Avenue PM 0.569 A 0.572 A 0.003 No -- --
Notes:
s/v = seconds per vehicle (delay)
BOLD ICU/LOS values indicate unacceptable service level
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
The Terrace Apartments, Orange
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TABLE 8-1 (CONTINUED)
EXISTING PLUS PROJECT PEAK HOUR INTERSECTION CAPACITY ANALYSIS
Key Intersections
Time
Period
Minimum
Acceptable
LOS
(1)
Existing
Traffic Conditions
(2)
Existing
Plus Project
Traffic Conditions
(3)
Project
Significant
Impact
(4)
Existing
Plus Project
With Mitigation
ICU/HCM LOS ICU/HCM LOS Increase Yes/No ICU/HCM LOS
7. Rampart Street at AM D 0.357 A 0.358 A 0.001 No -- --
Chapman Avenue PM 0.453 A 0.454 A 0.001 No -- --
8. Manchester Avenue at AM D 9.1 s/v A 9.2 s/v A 0.1 s/v No -- --
City Boulevard West PM 10.4 s/v B 10.6 s/v B 0.2 s/v No -- --
9. City Boulevard at AM D 9.1 s/v A 9.1 s/v A 0.0 s/v No -- --
City Blvd West/The City Way PM 11.5 s/v B 11.6 s/v B 0.1 s/v No -- --
10. City Boulevard East at AM D 8.3 s/v A 8.3 s/v A 0.0 s/v No -- --
The City Way PM 9.0 s/v A 9.0 s/v A 0.0 s/v No -- --
11. The City Drive at AM D 0.487 A 0.488 A 0.001 No -- --
The City Way/Dawn Way PM 0.542 A 0.543 A 0.001 No -- --
12. Lewis Street at AM D 0.717 C 0.720 C 0.003 No -- --
Lampson Ave/Metropolitan Dr PM 0.701 C 0.701 C 0.000 No -- --
Notes:
s/v = seconds per vehicle (delay)
BOLD ICU/LOS values indicate unacceptable service level
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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TABLE 8-1 (CONTINUED)
EXISTING PLUS PROJECT PEAK HOUR INTERSECTION CAPACITY ANALYSIS
Key Intersections
Time
Period
Minimum
Acceptable
LOS
(1)
Existing
Traffic Conditions
(2)
Existing
Plus Project
Traffic Conditions
(3)
Project
Significant
Impact
(4)
Existing
Plus Project
With Mitigation
ICU/HCM LOS ICU/HCM LOS Increase Yes/No ICU/HCM LOS
13. Entertainment Drive at AM D 8.7 s/v A 8.7 s/v A 0.0 s/v No -- --
City Boulevard West PM 10.2 s/v B 10.3 s/v B 0.1 s/v No -- --
14. Entertainment Drive at AM D 13.9 s/v B 14.0 s/v B 0.1 s/v No -- --
Metropolitan Drive PM 25.2 s/v D 25.5 s/v D 0.3 s/v No -- --
15. Designer Dr/SR-22 WB Ramps at AM D 0.457 A 0.458 A 0.001 No -- --
Metropolitan Drive PM 0.546 A 0.547 A 0.001 No -- --
16. The City Drive at AM D 0.477 A 0.478 A 0.001 No -- --
Metropolitan Drive PM 0.397 A 0.397 A 0.000 No -- --
17. The City Drive at AM D 0.596 A 0.597 A 0.001 No -- --
SR-22 EB Ramps PM 0.629 B 0.631 B 0.002 No -- --
Notes:
s/v = seconds per vehicle (delay)
BOLD ICU/LOS values indicate unacceptable service level
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
The Terrace Apartments, Orange
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TABLE 8-2
EXISTING PLUS PROJECT ROADWAY SEGMENT LEVEL OF SERVICE SUMMARY
Key Roadway Segment
Min.
Acc.
LOS
(1)
No. of
Existing
Lanes
(2)
Arterial
Classification
(3)
Existing
Capacity
at LOS “E”
(4)
Existing
Traffic Conditions
(5)
Existing Plus Project
Traffic Conditions
Daily
Volume
V/C
Ratio LOS
Daily
Volume
V/C
Ratio LOS Inc.
Adverse
(Yes/No)
A. State College Blvd between
I-5 SB Ramps and Chapman Ave D 8D Principal 75,000 35,011 0.467 A 35,215 0.470 A 0.003 No
B. Chapman Ave between
Lewis St and Manchester Ave D 6D Major 56,300 35,227 0.626 B 35,464 0.630 B 0.004 No
C. Chapman Ave between
Manchester Ave and The City Dr D 6D Major 56,300 40,804 0.725 C 41,313 0.734 C 0.009 No
D. Chapman Ave between
The City Dr and I-5 SB Ramps D 6D Major 56,300 48,463 0.861 D 48,769 0.866 D 0.005 No
E. Lewis St between
Chapman Ave and Lampson Ave D 4D Secondary 24,000 18,293 0.762 C 18,602 0.775 C 0.013 No
F. The City Dr between
Chapman Ave and Dawn Way D 8D Principal 75,000 38,115 0.508 A 38,115 0.508 A 0.000 No
G. The City Dr between
Dawn Way and Metropolitan Dr D 8D Principal 75,000 18,589 0.248 A 18,641 0.249 A 0.001 No
H. Metropolitan Dr between
Lewis St and SR-22 WB Ramps D 4D Primary 37,500 10,078 0.269 A 10,161 0.271 A 0.002 No
I. Metropolitan Dr between
SR-22 WB Ramps and The City Dr D 4D Primary 37,500 18,836 0.502 A 18,875 0.503 A 0.001 No
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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9.0 YEAR 2021 PLUS PROJECT ANALYSIS
The following summarizes the “Year 2021 Plus Project” level of service results for the seventeen
(17) key study intersections and nine (9) key roadway segments.
9.1 Intersections
Table 9-1 summarizes the peak hour level of service results at the seventeen (17) key study
intersections for Year 2021 traffic conditions. The first column (1) of ICU/LOS and HCM/LOS
values in Table 9-1 presents a summary of existing AM and PM peak hour traffic conditions (which
were also presented in Table 3-4). The second column (2) lists projected cumulative traffic
conditions (existing plus ambient traffic plus cumulative project traffic) based on existing
intersection geometry, but without any traffic generated from the proposed Project. The third
column (3) presents forecast Year 2021 near-term traffic conditions with the addition of Project
traffic. The fourth column (4) shows the increase in ICU and/or Delay value due to the added peak
hour project trips and indicates whether the traffic associated with the Project will have a significant
impact based on the LOS standards and significant impact criteria defined in this report. The fifth
column (5) indicates the anticipated level of service with recommended improvements.
9.1.1 Year 2021 Cumulative Traffic Conditions
An analysis of future (Year 2021) cumulative traffic conditions indicates that the addition of ambient
traffic growth and cumulative project traffic will adversely impact one (1) of the seventeen (17) key
study intersections. The remaining sixteen (16) key study intersections are forecast to continue to
operate at acceptable levels of service during the AM and PM peak hours with the addition of
ambient traffic growth and cumulative project traffic. The location forecast to operate at an adverse
LOS is as follows:
AM Peak Hour PM Peak Hour
Key Intersection ICU LOS ICU LOS
3. Lewis Street at Chapman Avenue 1.065 F 0.981 E
Please note that the level of service results for the intersection of Entertainment Drive/Metropolitan
Drive (key study intersection #14) include improvements associated with the City Plaza cumulative
project. The planned improvements are summarized in Section 12.1.
9.1.2 Year 2021 Cumulative Plus Project Traffic Conditions
Review of Columns (3) and (4) of Table 9-1 indicates that traffic associated with the proposed
Project will not significantly any of the seventeen (17) key study intersections, when compared to
the LOS standards and significant impact criteria specified in this report. Although the intersection
of Lewis Street at Chapman Avenue is forecast to operate at an unacceptable LOS E or F during the
AM and/or PM peak hours with the addition of Project traffic, the proposed Project is expected to
add less than the allowable threshold to the ICU value. The remaining sixteen (16) key study
intersections currently operate and are forecast to continue to operate at an acceptable LOS D or
better during the AM and PM peak hours with the addition of Project generated traffic to Year 2021
cumulative traffic.
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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Appendix C also presents the Year 2021 plus project ICU/LOS and HCM/LOS calculations for the
seventeen (17) key study intersections.
9.2 Roadway Segments
Table 9-2 summarizes the roadway segment level of service results at the nine (9) key roadway
segments for Year 2021 traffic conditions. The first column (1) shows the number of lanes, the
second column (2) shows the arterial classification and the third column (3) shows the existing LOS
“E” capacity. The fourth column (4) presents a summary of projected Year 2021 cumulative daily
traffic conditions. The fifth column (5) lists Year 2021 plus project daily traffic conditions. Column
(5) also shows the increase in V/C ratio value due to the added daily project trips and indicates
whether the traffic associated with the Project will have a significant impact based on the LOS
standards and significant impact criteria defined in this report.
9.2.1 Year 2021 Cumulative Traffic Conditions
An analysis of future (Year 2021) cumulative traffic conditions indicates that two (2) of the nine (9)
key roadway segments are forecast to operate at unacceptable levels of service on a daily basis when
compared to the LOS standards defined in this report. The remaining seven (7) key roadway
segments are forecast to operate at an acceptable service level on a daily basis under Year 2021
cumulative traffic conditions (i.e. existing plus ambient traffic plus cumulative project traffic). The
roadway segments operating at adverse levels of service are:
Daily
Key Roadway Segment Volume V/C Ratio LOS
C. Chapman Avenue between Manchester Avenue and The City Drive 52,154 0.926 E
D. Chapman Avenue between The City Drive and I-5 SB Ramps 57,389 1.019 F
9.2.2 Year 2021 Cumulative Plus Project Traffic Conditions
Review of Column 5 of Table 9-2 indicates that traffic associated with the proposed Project will not
significantly impact any of the nine (9) key roadway segments when compared to the LOS standards
and significant impact criteria specified in this report. Although Roadway Segment C (i.e. Chapman
Avenue between Manchester Avenue and The City Drive) and Rodway Segment D (i.e. Chapman
Avenue between The City Drive and I-5 Southbound Ramps) are forecast to operate at an
unacceptable LOS E and/or LOS F on a daily basis with the addition of Project traffic, the proposed
Project is expected to add less than the allowable threshold to the V/C ratio. The remaining seven
(7) key roadway segments currently operate and are forecast to continue to operate at an acceptable
service level on a daily basis with the addition of Project generated traffic to Year 2021 cumulative
traffic.
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-17.3882.1
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TABLE 9-1
YEAR 2021 PEAK HOUR INTERSECTION CAPACITY ANALYSIS
Key Intersections
Time
Period
Minimum
Acceptable
LOS
(1)
Existing
Traffic Conditions
(2)
Year 2021
Cumulative
Traffic Conditions
(3)
Year 2021
Cumulative
Plus Project
Traffic Conditions
(4)
Project
Significant
Impact
(5)
Year 2021
Cumulative
Plus Project
With Mitigation
ICU/HCM LOS ICU/HCM LOS ICU/HCM LOS Increase Yes/No ICU/HCM LOS
1. State College Boulevard at AM D 0.362 A 0.509 A 0.509 A 0.000 No -- --
Anaheim Way/I-5 NB Ramps PM 0.615 B 0.738 C 0.739 C 0.001 No -- --
2. State College Boulevard at AM D 0.475 A 0.558 A 0.559 A 0.001 No -- --
I-5 SB Ramps PM 0.389 A 0.499 A 0.502 A 0.003 No -- --
3. Lewis Street at AM D 0.960 E 1.065 F 1.068 F 0.003 No -- --
Chapman Avenue PM 0.836 D 0.981 E 0.988 E 0.007 No -- --
4. Manchester Avenue at AM D 0.590 A 0.706 C 0.710 C 0.004 No -- --
Chapman Avenue PM 0.550 A 0.663 B 0.670 B 0.007 No -- --
5. The City Drive at AM D 0.738 C 0.847 D 0.850 D 0.003 No -- --
Chapman Avenue PM 0.749 C 0.855 D 0.856 D 0.001 No -- --
6. I-5 Ramps at AM D 0.563 A 0.646 B 0.649 B 0.003 No -- --
Chapman Avenue PM 0.569 A 0.659 B 0.663 B 0.004 No -- --
Notes:
s/v = seconds per vehicle (delay)
BOLD ICU/LOS values indicate unacceptable service level
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-17.3882.1
The Terrace Apartments, Orange
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TABLE 9-1 (CONTINUED)
YEAR 2021 PEAK HOUR INTERSECTION CAPACITY ANALYSIS
Key Intersections
Time
Period
Minimum
Acceptable
LOS
(1)
Existing
Traffic Conditions
(2)
Year 2021
Cumulative
Traffic Conditions
(3)
Year 2021
Cumulative
Plus Project
Traffic Conditions
(4)
Project
Significant
Impact
(5)
Year 2021
Cumulative
Plus Project
With Mitigation
ICU/HCM LOS ICU/HCM LOS ICU/HCM LOS Increase Yes/No ICU/HCM LOS
7. Rampart Street at AM D 0.357 A 0.412 A 0.413 A 0.001 No -- --
Chapman Avenue PM 0.453 A 0.511 A 0.512 A 0.001 No -- --
8. Manchester Avenue at AM D 9.1 s/v A 9.5 s/v A 9.6 s/v A 0.1 s/v No -- --
City Boulevard West PM 10.4 s/v B 10.9 s/v B 11.1 s/v B 0.2 s/v No -- --
9. City Boulevard at AM D 9.1 s/v A 9.3 s/v A 9.4 s/v A 0.1 s/v No -- --
City Blvd West/The City Way PM 11.5 s/v B 12.1 s/v B 12.2 s/v B 0.1 s/v No -- --
10. City Boulevard East at AM D 8.3 s/v A 8.5 s/v A 8.5 s/v A 0.0 s/v No -- --
The City Way PM 9.0 s/v A 9.3 s/v A 9.3 s/v A 0.0 s/v No -- --
11. The City Drive at AM D 0.487 A 0.539 A 0.540 A 0.001 No -- --
The City Way/Dawn Way PM 0.542 A 0.611 B 0.612 B 0.001 No -- --
12. Lewis Street at AM D 0.717 C 0.790 C 0.793 C 0.003 No -- --
Lampson Ave/Metropolitan Dr PM 0.701 C 0.762 C 0.762 C 0.000 No -- --
Notes:
s/v = seconds per vehicle (delay)
BOLD ICU/LOS values indicate unacceptable service level
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-17.3882.1
The Terrace Apartments, Orange
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TABLE 9-1 (CONTINUED)
YEAR 2021 PEAK HOUR INTERSECTION CAPACITY ANALYSIS
Key Intersections
Time
Period
Minimum
Acceptable
LOS
(1)
Existing
Traffic Conditions
(2)
Year 2021
Cumulative
Traffic Conditions
(3)
Year 2021
Cumulative
Plus Project
Traffic Conditions
(4)
Project
Significant
Impact
(5)
Year 2021
Cumulative
Plus Project
With Mitigation
ICU/HCM LOS ICU/HCM LOS ICU/HCM LOS Increase Yes/No ICU/HCM LOS
13. Entertainment Drive at AM D 8.7 s/v A 9.7 s/v A 9.7 s/v A 0.0 s/v No -- --
City Boulevard West PM 10.2 s/v B 13.1 s/v B 13.2 s/v B 0.1 s/v No -- --
14. Entertainment Drive at AM D 13.9 s/v B 0.430 A 26 0.431 A26 0.001 No -- --
Metropolitan Drive PM 25.2 s/v D 0.626 B 0.629 B 0.003 No -- --
15. Designer Dr/SR-22 WB Ramps AM D 0.457 A 0.524 A 0.524 A 0.000 No -- --
at Metropolitan Drive PM 0.546 A 0.616 B 0.617 B 0.001 No -- --
16. The City Drive at AM D 0.477 A 0.541 A 0.542 A 0.001 No -- --
Metropolitan Drive PM 0.397 A 0.456 A 0.457 A 0.001 No -- --
17. The City Drive at AM D 0.596 A 0.682 B 0.684 B 0.002 No -- --
SR-22 EB Ramps PM 0.629 B 0.725 C 0.727 C 0.002 No -- --
Notes:
s/v = seconds per vehicle (delay)
BOLD ICU/LOS values indicate unacceptable service level
26 The LOS calculations for this intersection include improvements assumed as part of the City Plaza cumulative project. Refer to Section 12.1 (planned improvements).
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-17.3882.1
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TABLE 9-2
YEAR 2021 ROADWAY SEGMENT LEVEL OF SERVICE SUMMARY
Key Roadway Segment
Min.
Acc.
LOS
(1)
No. of
Existing
Lanes
(2)
Arterial
Classification
(3)
Existing
Capacity
at LOS “E”
(4)
Year 2021 Cumulative
Traffic Conditions
(5)
Year 2021 Cumulative Plus Project
Traffic Conditions
Daily
Volume
V/C
Ratio LOS
Daily
Volume
V/C
Ratio LOS Inc.
Adverse
(Yes/No)
A. State College Blvd between
I-5 SB Ramps and Chapman Ave D 8D Principal 75,000 49,092 0.655 B 49,296 0.657 B 0.002 No
B. Chapman Ave between
Lewis St and Manchester Ave D 6D Major 56,300 45,962 0.816 D 46,199 0.821 D 0.005 No
C. Chapman Ave between
Manchester Ave and The City Dr D 6D Major 56,300 52,154 0.926 E 52,663 0.935 E 0.009 No
D. Chapman Ave between
The City Dr and I-5 SB Ramps D 6D Major 56,300 57,389 1.019 F 57,695 1.025 F 0.006 No
E. Lewis St between
Chapman Ave and Lampson Ave D 4D Secondary 24,000 21,136 0.881 D 21,445 0.894 D 0.013 No
F. The City Dr between
Chapman Ave and Dawn Way D 8D Principal 75,000 47,806 0.637 B 47,806 0.637 B 0.000 No
G. The City Dr between
Dawn Way and Metropolitan Dr D 8D Principal 75,000 26,407 0.352 A 26,459 0.353 A 0.001 No
H. Metropolitan Dr between
Lewis St and SR-22 WB Ramps D 4D Primary 37,500 11,690 0.312 A 11,773 0.314 A 0.002 No
I. Metropolitan Dr between
SR-22 WB Ramps and The City Dr D 4D Primary 37,500 22,367 0.596 A 22,406 0.597 A 0.001 No
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2.17.3882.1
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10.0 STATE OF CALIFORNIA (CALTRANS) METHODOLOGY
In conformance with the current Caltrans Guide for the Preparation of Traffic Impact Studies,
existing and projected peak hour operating conditions at the five (5) state-controlled study
intersections within the study area have been evaluated using the Highway Capacity Manual 6th
Edition (HCM 6 for signalized intersections) operations method of analysis. These state-controlled
locations include the following five (5) of the seventeen (17) key study intersections:
1. State College Boulevard at Anaheim Way/I-5 NB Ramps
2. State College Boulevard at I-5 SB Ramps
6. I-5 Ramps at Chapman Avenue
15. Designer Drive/SR-22 WB Ramps at Metropolitan Drive
17. The City Drive at SR-22 EB Ramps
10.1 Impact Criteria and Thresholds
Consistent with the Caltrans Guide for the Preparation of Traffic Impact Studies, the following
criteria has been utilized to determine project impacts at the aforementioned five (5) state-controlled
study intersections.
Caltrans endeavors to maintain a target LOS at the transition between LOS “C” and LOS “D” on
State highway facilities. However, Caltrans acknowledges that this may not always be feasible
and recommends that the lead agency consult with Caltrans to determine the appropriate target
LOS. Caltrans has established that LOS D is the operating standard for all Caltrans facilities.
Caltrans has determined that all state owned facilities that operate below LOS D should be
identified and improved to an acceptable LOS. The Caltrans Traffic Impact Study Guidelines
dated December 2002 states that if an existing State-owned facility operates at less than the
target LOS (i.e. LOS D); the existing service level should be maintained.
10.2 Highway Capacity Manual 6 (HCM 6) Method of Analysis (Signalized Intersections)
Based on the HCM operations method of analysis, level of service for signalized intersections and
approaches is defined in terms of control delay, which is a measure of the increase in travel time due
to traffic signal control, driver discomfort, and fuel consumption. Control delay includes the delay
associated with vehicles slowing in advance of an intersection, the time spent stopped on an
intersection approach, the time spent as vehicles move up in the queue, and the time needed for
vehicles to accelerate to their desired speed. LOS criteria for traffic signals are stated in terms of the
control delay in seconds per vehicle. The LOS thresholds established for the automobile mode at a
signalized intersection are shown in Table 10-1.
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TABLE 10-1
LEVEL OF SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS (HCM 6 METHODOLOGY)27
Level of Service
(LOS)
Control Delay Per Vehicle
(seconds/vehicle) Level of Service Description
A < 10.0
This level of service occurs when progression is
extremely favorable and most vehicles arrive during the
green phase. Most vehicles do not stop at all. Short cycle
lengths may also contribute to low delay.
B > 10.0 and < 20.0
This level generally occurs with good progression, short
cycle lengths, or both. More vehicles stop than with LOS
A, causing higher levels of average delay.
C > 20.0 and < 35.0
Average traffic delays. These higher delays may result
from fair progression, longer cycle lengths, or both.
Individual cycle failures may begin to appear at this level.
The number of vehicles stopping is significant at this
level, though many still pass through the intersection
without stopping.
D > 35.0 and < 55.0
Long traffic delays At level D, the influence of
congestion becomes more noticeable. Longer delays may
result from some combination of unfavorable progression,
long cycle lengths, or high v/c ratios. Many vehicles stop
and the proportion of vehicles not stopping declines.
Individual cycle failures are noticeable.
E > 55.0 and < 80.0
Very long traffic delays This level is considered by many
agencies to be the limit of acceptable delay. These high
delay values generally indicate poor progression, long
cycle lengths and high v/c ratios. Individual cycle failures
are frequent occurrences.
F ≥ 80.0
Severe congestion This level, considered to be
unacceptable to most drivers, often occurs with over
saturation, that is, when arrival flow rates exceed the
capacity of the intersection. It may also occur at high v/c
ratios below 1.0 with many individual cycle failures. Poor
progression and long cycle lengths may also be major
contributing factors to such delay levels.
27 Source: Highway Capacity Manual 6, Chapter 19: Signalized Intersections.
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10.3 Existing Plus Project Traffic Conditions
Table 10-2 summarizes the peak hour Highway Capacity Manual level of service results at the five
(5) state-controlled study intersections within the study area for Existing Plus Project traffic
conditions. The first column (1) of HCM/LOS values in Table 10-2 presents a summary of existing
traffic conditions. The second column (2) presents existing plus project traffic conditions based on
existing intersection geometry. The third column (3) indicates whether the traffic associated with
the Project will have a significant impact based on the significant impact criteria defined in this
report.
10.3.1 Existing Traffic Conditions
Review of column one (1) of Table 10-2 indicates that all of the state-controlled study intersections
currently operate at an acceptable LOS C or better during the AM and PM peak hours.
10.3.2 Existing Plus Project Traffic Conditions
Review of columns two (2) and three (3) of Table 10-2 indicates that traffic associated with the
proposed Project will not significantly impact any of the five (5) state-controlled study intersections,
when compared to the LOS standards specified in this report. The five (5) state-controlled study
intersections are forecast to continue to operate at an acceptable LOS C or better with the addition of
project generated traffic to existing traffic.
10.4 Year 2021 Plus Project Traffic Conditions
Table 10-3 summarizes the peak hour Highway Capacity Manual level of service results at the five
(5) state-controlled study intersections within the study area for the 2021 horizon year. The first
column (1) of HCM/LOS values in Table 10-3 presents a summary of existing traffic conditions.
The second column (2) presents Year 2021 cumulative traffic conditions based on existing
intersection geometry, but without any Project generated traffic. The third column (3) presents
future forecast traffic conditions with the addition of project traffic. The fourth column (4) indicates
whether the traffic associated with the Project will have a significant impact based on the significant
impact criteria defined in this report.
10.4.1 Year 2021 Cumulative Traffic Conditions
An analysis of future (Year 2021) cumulative traffic conditions indicates that the addition of ambient
traffic growth and cumulative projects traffic will not adversely impact any of the five (5) state-
controlled study intersections. The five (5) state-controlled study intersections are forecast to
continue to operate at acceptable LOS C or better during the AM and PM peak hours with the
addition of ambient traffic growth and cumulative projects traffic.
10.4.2 Year 2021 Cumulative Plus Project Traffic Conditions
Review of Columns (3) and (4) of Table 10-3 indicates that traffic associated with the proposed
Project will not significantly impact any of the five (5) state-controlled study intersections, when
compared to the LOS standards specified in this report. The five (5) state-controlled study
intersections are forecast to continue to operate at acceptable LOS C or better with the addition of
project generated traffic in the Year 2021.
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Appendix D presents the existing plus project and Year 2021 plus project HCM/LOS calculations for
the five (5) state-controlled study intersections.
10.5 Recommended Improvements – Caltrans Analysis
The results of the Caltrans analyses presented in Tables 10-2 and 10-3 indicate that the proposed
Project will not significantly impact any of the five (5) state-controlled study intersections under
“Existing Plus Project” and “Year 2021 Cumulative Plus Project” traffic conditions. As there are no
significant impacts, no traffic mitigation measures are required or recommended for the five (5)
state-controlled study intersections.
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TABLE 10-2
EXISTING PLUS PROJECT PEAK HOUR INTERSECTION CAPACITY ANALYSIS - CALTRANS
Key Intersection
Time
Period
(1) (2) (3)
Existing
Traffic Conditions
Existing Plus Project
Traffic Conditions
Project
Significant
Impact
HCM LOS HCM LOS Yes/No
1. State College Boulevard at AM 13.1 s/v B 13.1 s/v B No
Anaheim Way/I-5 NB Ramps PM 26.7 s/v C 26.7 s/v C No
2. State College Boulevard at AM 16.9 s/v B 16.9 s/v B No
I-5 SB Ramps PM 11.3 s/v B 11.4 s/v B No
6. I-5 Ramps at AM 19.6 s/v B 19.8 s/v B No
Chapman Avenue PM 18.7 s/v B 18.9 s/v B No
15. Designer Dr/SR-22 WB Ramps at AM 19.7 s/v B 19.7 s/v B No
Metropolitan Drive PM 26.7 s/v C 26.7 s/v C No
17. The City Drive at AM 26.1 s/v C 26.1 s/v C No
SR-22 EB Ramps PM 28.1 s/v C 28.1 s/v C No
Note:
s/v = seconds per vehicle
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TABLE 10-3
YEAR 2021 PEAK HOUR INTERSECTION CAPACITY ANALYSIS - CALTRANS
Key Intersections
Time
Period
(1)
Existing
Traffic Conditions
(2)
Year 2021
Cumulative
Traffic Conditions
(3)
Year 2021
Cumulative
Plus Project
Traffic Conditions
(4)
Project
Significant
Impact
HCM LOS HCM LOS HCM LOS Yes/No
1. State College Boulevard at AM 13.1 s/v B 14.6 s/v B 14.6 s/v B No
Anaheim Way/I-5 NB Ramps PM 26.7 s/v C 29.5 s/v C 29.5 s/v C No
2. State College Boulevard at AM 16.9 s/v B 17.1 s/v B 17.1 s/v B No
I-5 SB Ramps PM 11.3 s/v B 12.6 s/v B 12.7 s/v B No
6. I-5 Ramps at AM 19.6 s/v B 23.6 s/v C 23.8 s/v C No
Chapman Avenue PM 18.7 s/v B 23.3 s/v C 23.6 s/v C No
15. Designer Dr/SR-22 WB Ramps at AM 19.7 s/v B 21.2 s/v C 21.2 s/v C No
Metropolitan Drive PM 26.7 s/v C 29.2 s/v C 29.2 s/v C No
17. The City Drive at AM 26.1 s/v C 27.5 s/v C 27.5 s/v C No
SR-22 EB Ramps PM 28.1 s/v C 29.6 s/v C 29.6 s/v C No
Note:
s/v = seconds per vehicle
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11.0 SITE ACCESS AND INTERNAL CIRCULATION EVALUATION
11.1 Site Access Evaluation
As shown previously in Figure 2-2, access to the Project site is currently provided and will continue
to be provided via one (1) unsignalized, outbound only driveway (Project Driveway No. 1) and one
(1) unsignalized, full-access driveway (Project Driveway No. 2) located along Lewis Street, and one
(1) unsignalized, full-access driveway (Project Driveway No. 3) located along City Boulevard West.
Table 11-1 summarizes the intersection operations at the project driveways for near-term (Year
2021) traffic conditions at completion and full occupancy of the proposed Project. The operations
analysis for the project driveways is based on the Highway Capacity Manual 6th Edition (HCM 6)
unsignalized methodology. Review of Table 11-1 shows that the three (3) project driveways are
forecast to operate at acceptable LOS C or better during the AM and PM peak hours for Year 2021
traffic conditions. As such, project access will be adequate. Motorists entering and exiting the
Project site will be able to do so comfortably, safely, and without undue congestion.
Appendix E presents the level of service calculation worksheets for the Project driveways under
Year 2021 Cumulative plus Project traffic conditions.
11.2 Internal Circulation Evaluation
The on-site circulation layout of the proposed Project as illustrated in Figure 2-2 on an overall basis
is adequate. Curb return radii have been confirmed and are generally adequate for small
service/delivery (FedEx, UPS) trucks and trash trucks.
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TABLE 11-1
PROJECT DRIVEWAY PEAK HOUR LEVELS OF SERVICE SUMMARY
Project Driveway
Time
Period
Intersection
Control
Year 2021 Plus Project
Traffic Conditions
HCM LOS
A. Lewis Street at AM One–Way 13.4 s/v B
Project Driveway 1 PM Stop 15.7 s/v C
B. Lewis Street at AM One–Way 12.6 s/v B
Project Driveway 2 PM Stop 14.4 s/v B
C. City Boulevard West at AM Two–Way 10.2 s/v B
Project Driveway 3 PM Stop 10.4 s/v B
Note:
s/v = seconds per vehicle
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12.0 PLANNED AND RECOMMENDED IMPROVEMENTS
For those intersections and roadway segments where projected traffic volumes are expected to result
in significant cumulative impacts, this report recommends traffic improvements that change the
intersection and/or roadway segments geometry to increase capacity. These capacity improvements
involve roadway widening and/or re-striping to reconfigure (add lanes) roadways to specific
approaches of a key intersection and/or roadway segments. The identified improvements are
expected to:
Address the impact of existing traffic, Project traffic and future non-project (ambient traffic
growth and Cumulative) traffic, and
Improve Levels of Service to an acceptable range and/or to pre-project conditions.
12.1 Planned Improvements
The following planned improvement is anticipated to be completed by the Year 2021 in conjunction
with the construction of the City Plaza project, located on the north and south sides of City
Boulevard, adjacent to Entertainment Drive, and has been included in the level of service
calculations for Year 2021 Cumulative and Year 2021 Cumulative Plus Project traffic conditions:
Intersection No. 14 - Entertainment Drive at Metropolitan Drive: Install a two-phase traffic
signal.
12.2 Recommended Improvements
12.2.1 Existing Plus Project Traffic Conditions
The results of the intersection capacity analysis presented previously in Table 8-1 shows that the
proposed Project will not significantly impact any of the seventeen (17) key study intersections
under the “Existing Plus Project” traffic scenario. Given that there are no significant project
impacts, no improvements are required under this traffic scenario.
The results of the “Existing Plus Project” daily roadway segment analysis presented previously in
Table 8-2 indicates that the proposed Project will not significantly impact any of the nine (9) key
roadway segments. Given that there are no significant project impacts, no improvements are
required under this traffic scenario.
12.2.2 Year 2021 Plus Project Traffic Conditions
The results of the intersection capacity analysis presented previously in Table 9-1 shows that the
proposed Project will not significantly impact any of the seventeen (17) key study intersections
under the “Year 2021 Plus Project” traffic scenario. Given that there are no significant project
impacts, no improvements are required under this traffic scenario.
The results of the “Year 2021 Plus Project” daily roadway segment analysis presented previously in
Table 9-2 indicates that the proposed Project will not significantly impact any of the nine (9) key
roadway segments. Given that there are no significant project impacts, no improvements are
required under this traffic scenario.
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While there are no significant traffic impacts, the intersection of Chapman Avenue at Lewis Street
currently operates (AM only) and is forecast to operate at an unacceptable level of service during the
AM and PM peak hours. Although no mitigation is required, the following improvement is forecast
to return the adverse intersection to an acceptable level of service:
Chapman Avenue at Lewis Street: Restripe the southbound approach of Lewis Street to add an
additional (second) southbound through lane. It should be noted that the current southbound
shared through/right-turn lane is 24 feet wide, so no widening is required.
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13.0 CONGESTION MANAGEMENT PROGRAM (CMP)
This analysis is consistent with the requirements and procedures outlined in the current Orange
County Congestion Management Program (CMP). The CMP requires that a traffic impact analysis
be conducted for any project generating 2,400 or more daily trips, or 1,600 or more daily trips for
projects that directly access the CMP Highway System (HS). Per the CMP guidelines, this number
is based on the desire to analyze any impacts that will be 3.0% or more of the existing CMP highway
system facilities’ capacity.
However, as noted in this traffic study, the proposed Project is expected to generate 727 daily trips,
and thus does not meet the criteria required for a CMP traffic analysis. Therefore, it is concluded
that the proposed Project will not have any significant traffic impacts on the Congestion
Management Program Highway System.
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14.0 SUMMARY OF FINDINGS AND CONCLUSIONS
Project Description – The project site is generally located south of Chapman Avenue and east of
Lewis Street in the City of Orange, California. The project site currently has 441 apartment units
within eight (8) buildings. The proposed Project will add three (3) 4-story apartment buildings
(i.e. Sites A, B and C) with a total of 167 apartment units. Specifically, Site A and Site B consist
of 48 apartment units each, and Site C consists of the remaining 71 apartment units. The
proposed Project is expected to be completed by the Year 2021. Access to the proposed Project
is currently provided and will continue to be provided via one (1) unsignalized, outbound only
driveway (Project Driveway No. 1) and one (1) unsignalized, full-access driveway (Project
Driveway No. 2) located along Lewis Street, and one (1) unsignalized, full-access driveway
(Project Driveway No. 3) located along City Boulevard West.
Study Scope – The seventeen (17) key study intersections and nine (9) key roadway segments
selected for evaluation were determined based on coordination with City of Orange Traffic
Engineering staff and application of the “51 or more peak hour trip threshold” criteria outlined in
the City of Orange Traffic Impact Analysis Guidelines, dated August 15, 2007. The jurisdiction
where each key study intersection/roadway segment is located is also identified with the
following nomenclature utilized; (O) = City of Orange, (GG) = City of Garden Grove, and (C) =
Caltrans.
Key Study Intersections
1. State College Boulevard at Anaheim Way/I-5 NB Ramps (O/C)
2. State College Boulevard at I-5 SB Ramps (O/C)
3. Lewis Street at Chapman Avenue (O/GG)
4. Manchester Avenue at Chapman Avenue (O)
5. The City Drive at Chapman Avenue (O)
6. I-5 Ramps at Chapman Avenue (O/C)
7. Rampart Street at Chapman Avenue (O)
8. Manchester Avenue at City Boulevard West (O)
9. City Boulevard at City Boulevard West/The City Way (O)
10. City Boulevard East at The City Way (O)
11. The City Drive at The City Way/Dawn Way (O)
12. Lewis Street at Lampson Avenue/Metropolitan Drive (O/GG)
13. Entertainment Drive at City Boulevard West (O)
14. Entertainment Drive at Metropolitan Drive (O)
15. Designer Drive/SR-22 WB Ramps at Metropolitan Drive (O/C)
16. The City Drive at Metropolitan Drive (O)
17. The City Drive at SR-22 EB Ramps (O/C)
Key Roadway Segments
A. State College Boulevard, between I-5 SB Ramps and Chapman Avenue (O)
B. Chapman Avenue, between Lewis Street and Manchester Avenue (O)
C. Chapman Avenue, between Manchester Avenue and The City Drive (O)
D. Chapman Avenue, between The City Drive and I-5 SB Ramps (O)
E. Lewis St, between Chapman Ave and Lampson Ave/Metropolitan Dr (O/GG)
F. The City Drive, between Chapman Avenue and The City Way/Dawn Way (O)
G. The City Drive, between The City Way/Dawn Way and Metropolitan Dr (O)
H. Metropolitan Drive, between Lewis Street and SR-22 WB Ramps (O)
I. Metropolitan Drive, between SR-22 WB Ramps and The City Drive (O)
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Detailed peak hour level of service analyses were prepared for Existing Traffic Conditions,
Existing Plus Project Traffic Conditions, Year 2021 Cumulative Traffic Conditions, and Year
2021 Cumulative Plus Project Traffic Conditions at these locations.
Existing Traffic Conditions – One (1) of the seventeen (17) key study intersections currently
operates at an unacceptable level of service during the AM peak hour. The intersection of Lewis
Street at Chapman Avenue currently operates at unacceptable LOS E during the AM peak hour.
The remaining sixteen (16) key study intersections currently operate at acceptable LOS D or
better during the AM and PM peak hours. All nine (9) key roadway segments currently operate
at acceptable LOS D or better on a daily basis.
Project Trip Generation – The proposed Project is forecast to generate 727 daily trips, with 52
trips (14 inbound, 38 outbound) produced in the AM peak hour and 59 trips (36 inbound, 23
outbound) produced in the PM peak hour on a “typical” weekday. Please note that the
aforementioned overall project trip generation includes adjustments for mode split/internal
capture.
Cumulative Projects Traffic Characteristics – The forty-eight (48) cumulative projects are
forecast to generate a total of 131,894 daily trips, with 8,285 trips (3,719 inbound and 4,566
outbound) forecast during the AM peak hour and 10,413 trips (5,593 inbound and 4,820
outbound) forecast during the PM peak hour.
Existing Plus Project Traffic Conditions – The proposed Project will not significantly any of the
seventeen (17) key study intersections, when compared to the LOS standards and significant
impact criteria specified in this report. Although the intersection of Lewis Street at Chapman
Avenue is forecast to operate at an unacceptable LOS E during the AM peak hour with the
addition of Project traffic, the proposed Project is expected to add less than the allowable
threshold to the ICU value. The remaining sixteen (16) key study intersections currently operate
and are forecast to continue to operate at an acceptable LOS D or better during the AM and PM
peak hours with the addition of Project generated traffic to existing traffic.
The proposed Project will not significantly impact any of the nine (9) key roadway segments
when compared to the LOS standards and significant impact criteria specified in this report. The
nine (9) key roadway segments currently operate and are forecast to continue to operate at an
acceptable service level on a daily basis with the addition of Project generated traffic to existing
traffic.
Year 2021 Cumulative Plus Project Traffic Conditions – The proposed Project will not
significantly any of the seventeen (17) key study intersections, when compared to the LOS
standards and significant impact criteria specified in this report. Although the intersection of
Lewis Street at Chapman Avenue is forecast to operate at an unacceptable LOS E or F during the
AM and/or PM peak hours with the addition of Project traffic, the proposed Project is expected
to add less than the allowable threshold to the ICU value. The remaining sixteen (16) key study
intersections currently operate and are forecast to continue to operate at an acceptable LOS D or
better during the AM and PM peak hours with the addition of Project generated traffic to Year
2021 cumulative traffic.
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The proposed Project will not significantly impact any of the nine (9) key roadway segments
when compared to the LOS standards and significant impact criteria specified in this report.
Although Roadway Segment C (i.e. Chapman Avenue between Manchester Avenue and The
City Drive) and Rodway Segment D (i.e. Chapman Avenue between The City Drive and I-5
Southbound Ramps) are forecast to operate at an unacceptable LOS E and/or LOS F on a daily
basis with the addition of Project traffic, the proposed Project is expected to add less than the
allowable threshold to the V/C ratio. The remaining seven (7) key roadway segments currently
operate and are forecast to continue to operate at an acceptable service level on a daily basis with
the addition of Project generated traffic to Year 2021 cumulative traffic.
State of California (Caltrans) Methodology – The results of the “Existing Plus Project” and
“Year 2021 Plus Project” traffic analyses using the State of California (Caltrans) Methodology
indicate that the proposed Project will not significantly impact any of the five (5) state-controlled
study intersections. As there are no significant impacts, no traffic mitigation measures are
required or recommended for the five (5) state-controlled study intersections.
Site Access and Internal Circulation Evaluation – The project driveways are forecast to operate
at acceptable LOS C or better during the AM and PM peak hours for Year 2021 traffic
conditions. As such, project access will be adequate. Motorists entering and exiting the Project
site will be able to do so comfortably, safely, and without undue congestion.
The on-site circulation layout of the proposed Project on an overall basis is adequate. Curb
return radii have been confirmed and are generally adequate for small service/delivery (FedEx,
UPS) trucks and trash trucks.
Planned Improvements – The following planned improvement is anticipated to be completed by
the Year 2021 in conjunction with the construction of the City Plaza project, located on the north
and south sides of City Boulevard, adjacent to Entertainment Drive, and has been included in the
level of service calculations for Year 2021 Cumulative and Year 2021 Cumulative Plus Project
traffic conditions:
Intersection No. 14 - Entertainment Drive at Metropolitan Drive: Install a two-phase
traffic signal.
Recommended Improvements (Intersections) – The results of the intersection capacity analysis
presented previously in Tables 8-1 and 9-1 shows that the proposed Project will not significantly
impact any of the seventeen (17) key study intersections under the “Existing Plus Project” and
“Year 2021 Plus Project” traffic scenarios. Given that there are no significant project impacts,
no improvements are required under this traffic scenario.
While there are no significant traffic impacts, the intersection of Chapman Avenue at Lewis
Street currently operates (AM only) and is forecast to operate at an unacceptable level of service
during the AM and PM peak hours. Although no mitigation is required, the following
improvement is forecast to return the adverse intersection to an acceptable level of service:
Chapman Avenue at Lewis Street: Restripe the southbound approach of Lewis Street to
add an additional (second) southbound through lane. It should be noted that the current
southbound shared through/right-turn lane is 24 feet wide, so no widening is required.
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Recommended Improvements (Roadway Segments) – The results of the daily roadway segment
analysis presented previously in Tables 8-2 and 9-2 shows that the proposed Project will not
significantly impact any of the nine (9) key roadway segments under the “Existing Plus Project”
and “Year 2021 Plus Project” traffic scenarios. Given that there are no significant project
impacts, no improvements are required under this traffic scenario.
Congestion Management Program (CMP) – The proposed Project will not have any significant
traffic impacts on the Congestion Management Program Highway System.
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APPENDIX A
TRAFFIC STUDY SCOPE OF WORK
A-1
Mr. Doug Keys
September 20, 2017
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Key Study Intersections
1. State College Boulevard at Anaheim Way/I-5 NB Ramps (O)
2. State College Boulevard at I-5 SB Ramps (O)
3. Lewis Street at Chapman Avenue (O/GG)
4. Manchester Avenue at Chapman Avenue (O)
5. The City Drive at Chapman Avenue (O)
6. I-5 SB Ramps at Chapman Avenue (O)
7. Rampart Street at Chapman Avenue (O)
8. Manchester Avenue at City Boulevard West (O)
9. City Boulevard at City Boulevard West/The City Way (O)
10. City Boulevard East at The City Way (O)
11. The City Drive at The City Way/Dawn Way (O)
12. Lewis Street at Lampson Avenue/Metropolitan Drive (O/GG)
13. City Parkway at City Boulevard West (O)
14. City Parkway at Metropolitan Drive (O)
15. Designer Drive/SR-22 WB Ramps at Metropolitan Drive (O)
16. The City Drive at Metropolitan Drive (O)
17. The City Drive at SR-22 EB Ramps (O)
A. Lewis Street at Project Driveway No. 1 (O/GG)
B. Lewis Street at Project Driveway No. 2 (O/GG)
C. Lewis Street at Project Driveway No. 3 (O/GG)
D. City Boulevard at Project Driveway No. 4 (O)
Key Roadway Segments
A. State College Boulevard, between I-5 SB Ramps and Chapman Avenue (O)
B. Chapman Avenue, between Lewis Street and Manchester Avenue (O)
C. Chapman Avenue, between Manchester Avenue and The City Drive (O)
D. Chapman Avenue, between The City Drive and I-5 SB Ramps (O)
E. Lewis St, between Chapman Ave and Lampson Ave/Metropolitan Dr (O/GG)
F. The City Drive, between Chapman Avenue and The City Way/Dawn Way (O)
G. The City Drive, between The City Way/Dawn Way and Metropolitan Dr (O)
H. Metropolitan Drive, between Lewis Street and SR-22 WB Ramps (O)
I. Metropolitan Drive, between SR-22 WB Ramps and The City Drive (O)
D. Traffic Counts: The traffic counts for the above listed seventeen (17)
intersections and nine (9) roadway segments will be conducted on a Tuesday,
Wednesday, or Thursday when local schools are in session.
E. Project Traffic Generation: The trip generation potential of the Project will be
estimated using ITE Land Use 220: Apartments rates and ITE Land Use 230:
Residential Condominium/Townhouse rates contained in the 9th Edition of Trip
Generation, published by the Institute of Transportation Engineers (ITE),
A-2
Mr. Doug Keys
September 20, 2017
Page 3
N:\3800\2173882 - The Terrace Apartments, Orange\Letters\3882 Updated TIA Scope of Work 09-20-17.doc
[Washington, D.C., 2012]. The proposed Project is forecast to generate 1,027
daily trips, with 84 trips (17 inbound, 67 outbound) produced in the AM peak
hour and 95 trips (62 inbound, 33 outbound) produced in the PM peak hour on a
“typical” weekday. Please note that the aforementioned overall project trip
generation includes adjustments for mode split/internal capture. A twenty percent
(20%), fifteen percent (15%), and twenty percent (20%) mode split/internal
capture reduction has been applied to the daily, AM peak hour, and PM peak hour
project trip generation, respectively, to account for the numerous employment and
entertainment/retail/restaurant opportunities located in the immediate vicinity of
the proposed project site. See attached project traffic generation forecast – Table
5-1. It should also be noted that due to the proximity and location within the
project site, four (4) site groups have been established and reflected in Table 5-1
as well as the project traffic distribution patterns described below in Section F.
These groups include Group 1: Sites A and B, Group 2: Site C, Group 3: Sites
D and E, and Group 4: Site F.
F. Project Traffic Distribution Pattern: See the attached project traffic distribution
patterns for Sites A & B, Site C, Sites D & E, and Site F, respectively – Figures
5-1, 5-2, 5-3, and 5-4. The traffic distribution patterns were developed based on
the following considerations:
directional flows on the freeways in the immediate vicinity of the project site
(i.e. I-5 Freeway and SR-22 Freeway),
the site's proximity to major traffic carriers (i.e., Chapman Avenue, The City
Drive, etc.),
expected localized traffic flow patterns based on adjacent street channelization
and presence of traffic signals,
input from City staff, and
ingress/egress availability at the project site.
G. Year 2021 Cumulative Traffic:
Ambient Growth Rate: 1.0% per year.
Cumulative Projects: Obtain information regarding cumulative projects in the
vicinity of the proposed project (i.e., 2-mile radius) from the City of Orange,
City of Anaheim, City of Santa Ana, and City of Garden Grove.
H. Analysis Scenarios: The following traffic analysis scenarios will be prepared for
the proposed Project.
(a) Existing Traffic Conditions;
(b) Existing Plus Project Traffic Conditions;
A-3
Mr. Doug Keys
September 20, 2017
Page 4
N:\3800\2173882 - The Terrace Apartments, Orange\Letters\3882 Updated TIA Scope of Work 09-20-17.doc
(c) Scenario (b) with Mitigation, if necessary;
(d) Year 2021 Cumulative Traffic Conditions (Existing plus Ambient Growth
plus Cumulative Projects);
(e) Year 2021 Cumulative Plus Project Traffic Conditions, and
(f) Scenario (e) with Mitigation, if necessary.
The LOS calculations will be based on the ICU methodology for signalized
intersections and the Highway Capacity Manual (HCM) methodology for
unsignalized intersections. The Project’s potential impact will be based on the
significant impact criteria outlined in the City of Orange Traffic Impact Analysis
Guidelines, dated August 15, 2007.
It should be noted that all Caltrans-controlled study intersections will also be
analyzed utilizing the Highway Capacity Manual (HCM) methodology.
I. Other Issues:
Evaluate Site Access and Internal Circulation.
* * * * * * * * * * *
We appreciate the opportunity to provide this scope of work. Should you have any
questions, please call us at (949) 825-6175. Thank you.
Approved by:
________________________________________
City of Orange Date
A-4
A-5
A-6
A-7
N:\3800\2173882 - The Terrace Apartments, Orange\Letters\3882 Updated TIA Scope of Work 09-20-17.doc
TABLE 5-1
PROJECT TRAFFIC GENERATION FORECAST 1
ITE Land Use Code /
Project Description
Daily
2-Way
AM Peak Hour PM Peak Hour
Enter Exit Total Enter Exit Total
Generation Factors:
220: Apartments (TE/DU) 6.65 0.10 0.41 0.51 0.40 0.22 0.62
230: Residential Condominium/Townhouse (TE/DU) 5.81 0.07 0.37 0.44 0.35 0.17 0.52
Generation Forecast:
Sites A and B (96 Apartment DU) 638 10 39 49 39 21 60
Mode Split/Internal Capture Reduction
(20% daily / 15% AM / 20% PM)2 -128 -2 -5 -7 -8 -4 -12
Subtotal 510 8 34 42 31 17 48
Site C (71 Apartment DU) 472 7 29 36 29 15 44
Mode Split/Internal Capture Reduction
(20% daily / 15% AM / 20% PM)2 -94 -1 -4 -5 -6 -3 -9
Subtotal 378 6 25 31 23 12 35
Sites D and E (20 Townhome DU) 116 2 7 9 7 3 10
Mode Split/Internal Capture Reduction
(20% daily / 15% AM / 20% PM)2 -23 0 -1 -1 -1 -1 -2
Subtotal 93 2 6 8 6 2 8
Site F (10 Townhome DU) 58 1 3 4 3 2 5
Mode Split/Internal Capture Reduction
(20% daily / 15% AM / 20% PM)2 -12 0 -1 -1 -1 0 -1
Subtotal 46 1 2 3 2 2 4
Total Traffic Generation Forecast 1,027 17 67 84 62 33 95
1 Source: Trip Generation, 9th Edition, Institute of Transportation Engineers (ITE), Washington, D.C. (2012). 2 A twenty percent (20%), fifteen percent (15%), and twenty percent (20%) mode split/internal capture reduction has been applied to the daily, AM
peak hour, and PM peak hour project trip generation, respectively, to account for the numerous employment and entertainment/retail/restaurant
opportunities located in the immediate vicinity of the proposed project site.
A-8
ABCDA-9
A-10
A-11
A-12
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-17-3882-1
The Terrace Apartments, Orange
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Dividers.doc
APPENDIX B
EXISTING TRAFFIC COUNT DATA
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Sub-Dividers.doc
APPENDIX B-I
INTERSECTION COUNTS
B-1
File Name : H1709042
Site Code : 00000000
Start Date : 9/26/2017
Page No : 1
City: ORANGE
N-S Direction: STATE COLLEGE BOULEVARD
E-W Direction: ANAHEIM WAY/I-5 NB RAMPS
Groups Printed- Turning Movements
STATE COLLEGE
BOULEVARD
Southbound
I-5 NB RAMPS
Westbound
STATE COLLEGE
BOULEVARD
Northbound
ANAHEIM WAY
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 3 253 1 64 22 16 43 145 7 0 0 0 554
07:15 5 355 2 68 24 17 38 135 5 0 0 0 649
07:30 7 347 7 74 34 25 49 139 13 0 0 0 695
07:45 4 368 2 85 33 28 62 180 12 0 0 0 774
Total 19 1323 12 291 113 86 192 599 37 0 0 0 2672
08:00 5 327 4 93 23 27 36 159 13 0 0 0 687
08:15 3 273 4 84 37 39 37 158 5 0 0 0 640
08:30 7 286 5 64 19 21 40 151 9 0 0 0 602
08:45 3 250 4 78 35 14 29 142 8 0 0 0 563
Total 18 1136 17 319 114 101 142 610 35 0 0 0 2492
*** BREAK ***
16:00 4 296 3 41 133 14 114 228 19 0 0 0 852
16:15 7 314 5 56 168 12 110 212 25 0 0 0 909
16:30 6 350 4 53 234 18 115 210 38 0 0 0 1028
16:45 1 326 2 53 238 16 84 240 36 0 0 0 996
Total 18 1286 14 203 773 60 423 890 118 0 0 0 3785
17:00 8 443 6 65 246 13 115 292 54 0 0 0 1242
17:15 6 354 5 54 233 19 104 287 57 0 0 0 1119
17:30 6 365 4 63 261 17 69 277 59 0 0 0 1121
17:45 1 343 2 72 224 8 95 233 35 0 0 0 1013
Total 21 1505 17 254 964 57 383 1089 205 0 0 0 4495
Grand Total 76 5250 60 1067 1964 304 1140 3188 395 0 0 0 13444
Apprch %1.4 97.5 1.1 32 58.9 9.1 24.1 67.5 8.4 0 0 0
Total %0.6 39.1 0.4 7.9 14.6 2.3 8.5 23.7 2.9 0 0 0
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-2
File Name : H1709042
Site Code : 00000000
Start Date : 9/26/2017
Page No : 2
City: ORANGE
N-S Direction: STATE COLLEGE BOULEVARD
E-W Direction: ANAHEIM WAY/I-5 NB RAMPS
STATE COLLEGE
BOULEVARD
Southbound
I-5 NB RAMPS
Westbound
STATE COLLEGE
BOULEVARD
Northbound
ANAHEIM WAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 5 355 2 362 68 24 17 109 38 135 5 178 0 0 0 0 649
07:30 7 347 7 361 74 34 25 133 49 139 13 201 0 0 0 0 695
07:45 4 368 2 374 85 33 28 146 62 180 12 254 0 0 0 0 774
08:00 5 327 4 336 93 23 27 143 36 159 13 208 0 0 0 0 687
Total Volume 21 1397 15 1433 320 114 97 531 185 613 43 841 0 0 0 0 2805
% App. Total 1.5 97.5 1 60.3 21.5 18.3 22 72.9 5.1 0 0 0
PHF .750 .949 .536 .958 .860 .838 .866 .909 .746 .851 .827 .828 .000 .000 .000 .000 .906
STATE COLLEGE BOULEVARD ANAHEIM WAY I-5 NB RAMPS STATE COLLEGE BOULEVARD
Right
21
Thru
1397
Left
15
InOut Total
933 1433 2366 Right320 Thru114 Left97 OutTotalIn200 531 731 Left
43
Thru
613
Right
185
Out TotalIn
1494 841 2335 Left0 Thru0 Right0 TotalOutIn178 0 178 Peak Hour Begins at 07:15
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-3
File Name : H1709042
Site Code : 00000000
Start Date : 9/26/2017
Page No : 3
City: ORANGE
N-S Direction: STATE COLLEGE BOULEVARD
E-W Direction: ANAHEIM WAY/I-5 NB RAMPS
STATE COLLEGE
BOULEVARD
Southbound
I-5 NB RAMPS
Westbound
STATE COLLEGE
BOULEVARD
Northbound
ANAHEIM WAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00 8 443 6 457 65 246 13 324 115 292 54 461 0 0 0 0 1242
17:15 6 354 5 365 54 233 19 306 104 287 57 448 0 0 0 0 1119
17:30 6 365 4 375 63 261 17 341 69 277 59 405 0 0 0 0 1121
17:45 1 343 2 346 72 224 8 304 95 233 35 363 0 0 0 0 1013
Total Volume 21 1505 17 1543 254 964 57 1275 383 1089 205 1677 0 0 0 0 4495
% App. Total 1.4 97.5 1.1 19.9 75.6 4.5 22.8 64.9 12.2 0 0 0
PHF .656 .849 .708 .844 .882 .923 .750 .935 .833 .932 .869 .909 .000 .000 .000 .000 .905
STATE COLLEGE BOULEVARD ANAHEIM WAY I-5 NB RAMPS STATE COLLEGE BOULEVARD
Right
21
Thru
1505
Left
17
InOut Total
1343 1543 2886 Right254 Thru964 Left57 OutTotalIn400 1275 1675 Left
205
Thru
1089
Right
383
Out TotalIn
1562 1677 3239 Left0 Thru0 Right0 TotalOutIn1190 0 1190 Peak Hour Begins at 17:00
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-4
File Name : H1709043
Site Code : 00000000
Start Date : 9/26/2017
Page No : 1
City: ORANGE
N-S Direction: STATE COLLEGE BOULEVARD
E-W Direction: I-5 SB RAMPS
Groups Printed- Turning Movements
STATE COLLEGE
BOULEVARD
Southbound
FRONTAGE ROAD
Westbound
STATE COLLEGE
BOULEVARD
Northbound
I-5 SB RAMPS
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 40 220 0 0 0 0 0 199 0 107 38 9 613
07:15 71 312 0 0 0 0 0 171 0 160 46 9 769
07:30 57 310 1 0 0 0 1 193 0 206 65 12 845
07:45 50 340 0 0 0 0 0 222 0 199 84 9 904
Total 218 1182 1 0 0 0 1 785 0 672 233 39 3131
08:00 42 246 0 0 0 0 1 201 0 212 59 8 769
08:15 52 267 0 0 0 0 1 182 0 247 70 10 829
08:30 60 289 0 0 0 0 1 185 0 188 49 15 787
08:45 53 229 0 0 0 0 0 185 0 110 62 8 647
Total 207 1031 0 0 0 0 3 753 0 757 240 41 3032
*** BREAK ***
16:00 77 207 0 0 0 0 3 330 0 67 34 17 735
16:15 86 227 0 0 0 0 4 343 0 70 35 11 776
16:30 107 282 0 0 0 0 5 367 0 75 36 10 882
16:45 93 265 0 0 0 0 7 340 0 75 40 9 829
Total 363 981 0 0 0 0 19 1380 0 287 145 47 3222
17:00 138 294 0 0 0 0 7 441 0 60 42 14 996
17:15 96 315 0 0 0 0 8 423 0 136 53 15 1046
17:30 85 295 0 0 0 0 4 380 0 151 38 15 968
17:45 61 280 0 0 0 0 5 369 0 152 41 18 926
Total 380 1184 0 0 0 0 24 1613 0 499 174 62 3936
Grand Total 1168 4378 1 0 0 0 47 4531 0 2215 792 189 13321
Apprch %21.1 78.9 0 0 0 0 1 99 0 69.3 24.8 5.9
Total %8.8 32.9 0 0 0 0 0.4 34 0 16.6 5.9 1.4
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-5
File Name : H1709043
Site Code : 00000000
Start Date : 9/26/2017
Page No : 2
City: ORANGE
N-S Direction: STATE COLLEGE BOULEVARD
E-W Direction: I-5 SB RAMPS
STATE COLLEGE
BOULEVARD
Southbound
FRONTAGE ROAD
Westbound
STATE COLLEGE
BOULEVARD
Northbound
I-5 SB RAMPS
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30
07:30 57 310 1 368 0 0 0 0 1 193 0 194 206 65 12 283 845
07:45 50 340 0 390 0 0 0 0 0 222 0 222 199 84 9 292 904
08:00 42 246 0 288 0 0 0 0 1 201 0 202 212 59 8 279 769
08:15 52 267 0 319 0 0 0 0 1 182 0 183 247 70 10 327 829
Total Volume 201 1163 1 1365 0 0 0 0 3 798 0 801 864 278 39 1181 3347
% App. Total 14.7 85.2 0.1 0 0 0 0.4 99.6 0 73.2 23.5 3.3
PHF .882 .855 .250 .875 .000 .000 .000 .000 .750 .899 .000 .902 .874 .827 .813 .903 .926
STATE COLLEGE BOULEVARD I-5 SB RAMPS FRONTAGE ROAD STATE COLLEGE BOULEVARD
Right
201
Thru
1163
Left
1
InOut Total
837 1365 2202 Right0 Thru0 Left0 OutTotalIn282 0 282 Left
0
Thru
798
Right
3
Out TotalIn
2027 801 2828 Left39 Thru278 Right864 TotalOutIn201 1181 1382 Peak Hour Begins at 07:30
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-6
File Name : H1709043
Site Code : 00000000
Start Date : 9/26/2017
Page No : 3
City: ORANGE
N-S Direction: STATE COLLEGE BOULEVARD
E-W Direction: I-5 SB RAMPS
STATE COLLEGE
BOULEVARD
Southbound
FRONTAGE ROAD
Westbound
STATE COLLEGE
BOULEVARD
Northbound
I-5 SB RAMPS
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00 138 294 0 432 0 0 0 0 7 441 0 448 60 42 14 116 996
17:15 96 315 0 411 0 0 0 0 8 423 0 431 136 53 15 204 1046
17:30 85 295 0 380 0 0 0 0 4 380 0 384 151 38 15 204 968
17:45 61 280 0 341 0 0 0 0 5 369 0 374 152 41 18 211 926
Total Volume 380 1184 0 1564 0 0 0 0 24 1613 0 1637 499 174 62 735 3936
% App. Total 24.3 75.7 0 0 0 0 1.5 98.5 0 67.9 23.7 8.4
PHF .688 .940 .000 .905 .000 .000 .000 .000 .750 .914 .000 .914 .821 .821 .861 .871 .941
STATE COLLEGE BOULEVARD I-5 SB RAMPS FRONTAGE ROAD STATE COLLEGE BOULEVARD
Right
380
Thru
1184
Left
0
InOut Total
1675 1564 3239 Right0 Thru0 Left0 OutTotalIn198 0 198 Left
0
Thru
1613
Right
24
Out TotalIn
1683 1637 3320 Left62 Thru174 Right499 TotalOutIn380 735 1115 Peak Hour Begins at 17:00
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-7
File Name : H1709002
Site Code : 00003874
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: LEWIS STREET
E-W Direction: CHAPMAN AVENUE
Groups Printed- Turning Movements
LEWIS STREET
Southbound
CHAPMAN AVENUE
Westbound
LEWIS STREET
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total
07:00 16 72 12 0 6 89 41 0 43 63 16 0 31 386 16 2 793
07:15 13 102 20 1 14 98 67 2 58 71 13 1 49 398 16 1 924
07:30 6 126 13 0 16 112 91 1 61 74 15 0 53 327 25 1 921
07:45 9 166 12 0 17 120 109 4 45 90 13 0 52 286 25 3 951
Total 44 466 57 1 53 419 308 7 207 298 57 1 185 1397 82 7 3589
08:00 11 140 8 0 19 132 87 4 53 75 20 1 64 345 30 5 994
08:15 9 128 13 0 18 119 70 0 49 73 24 0 67 345 33 4 952
08:30 9 123 18 0 15 113 71 0 38 58 35 0 40 334 21 3 878
08:45 12 113 17 1 13 104 42 3 41 57 16 0 30 277 26 1 753
Total 41 504 56 1 65 468 270 7 181 263 95 1 201 1301 110 13 3577
16:00 18 73 15 0 35 253 42 2 66 106 35 0 23 213 32 3 916
16:15 19 70 22 0 26 298 48 2 79 111 34 0 16 238 23 4 990
16:30 19 69 24 0 49 289 70 4 70 121 33 1 28 227 27 2 1033
16:45 19 97 20 1 49 263 56 1 76 107 52 0 36 258 27 1 1063
Total 75 309 81 1 159 1103 216 9 291 445 154 1 103 936 109 10 4002
17:00 15 79 16 1 50 272 67 0 105 128 49 0 30 250 22 5 1089
17:15 21 94 20 0 60 329 73 2 114 161 49 0 25 245 26 3 1222
17:30 22 98 18 0 60 299 64 0 88 129 44 0 27 243 21 10 1123
17:45 29 65 22 0 52 269 58 6 86 130 44 0 26 224 36 1 1048
Total 87 336 76 1 222 1169 262 8 393 548 186 0 108 962 105 19 4482
Grand Total 247 1615 270 4 499 3159 1056 31 1072 1554 492 3 597 4596 406 49 15650
Apprch %11.6 75.6 12.6 0.2 10.5 66.6 22.3 0.7 34.3 49.8 15.8 0.1 10.6 81.4 7.2 0.9
Total %1.6 10.3 1.7 0 3.2 20.2 6.7 0.2 6.8 9.9 3.1 0 3.8 29.4 2.6 0.3
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-8
File Name : H1709002
Site Code : 00003874
Start Date : 9/7/2017
Page No : 2
LEWIS STREET
Southbound
CHAPMAN AVENUE
Westbound
LEWIS STREET
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30
07:30 6 126 13 0 145 16 112 91 1 220 61 74 15 0 150
07:45 9 166 12 0 187 17 120 109 4 250 45 90 13 0 148 52 286 25 3 366 951
08:00 11 140 8 0 159 19 132 87 4 242 53 75 20 1 149 64 345 30 5 444 994
08:15 9 128 13 0 150 18 119 70 0 207 49 73 24 0 146 67 33 449 952
Total Volume 35 560 46 0 641 70 483 357 9 919 208 312 72 1 593 236 1303 113 13 1665 3818
% App. Total 5.5 87.4 7.2 0 7.6 52.6 38.8 1 35.1 52.6 12.1 0.2 14.2 78.3 6.8 0.8
PHF .795 .843 .885 .000 .857 .921 .915 .819 .563 .919 .852 .867 .750 .250 .988 .881 .944 .856 .650 .927 .960
LEWIS STREET CHAPMAN AVENUE CHAPMAN AVENUE LEWIS STREET
Right
35
Thru
560
Left
46
U-Turn
0
InOut Total
495 641 1136 Right70 Thru483 Left357 U-Turn9 OutTotalIn1557 919 2476 Left
72
Thru
312
Right
208
U-Turn
1
Out TotalIn
1153 593 1746 Left113 Thru1303 Right236 U-Turn13 TotalOutIn590 1665 2255 Peak Hour Begins at 07:30
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-9
File Name : H1709002
Site Code : 00003874
Start Date : 9/7/2017
Page No : 3
LEWIS STREET
Southbound
CHAPMAN AVENUE
Westbound
LEWIS STREET
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Righ
t Thru Left U-
Turn
App.
Total
Righ
t Thru Left U-
Turn
App.
Total
Righ
t Thru Left U-
Turn
App.
Total
Righ
t Thru Left U-
Turn
App.
Total
Int.
Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 19 97 20 1 137 49 263 56 1 369 76 107 52 0 235 36 258 27 1 322 1063
17:00 15 79 16 1 111 50 272 67 0 389 105 128 49 0 282 30 250 22 5 307 1089
17:15 21 94 20 0 135 60 329 73 2 464 114 161 324 1222
17:30 22 98 138 10
Total Volume 77 368 74 2 521 219 1163 260 3 1645 383 525 194 0 1102 118 996 96 19 1229 4497
% App. Total
PHF .875 .939 .925 .500 .944 .913 .884 .890 .375 .886 .840 .815 .933 .000 .850 .819 .965 .889 .475 .954 .920
LEWIS STREET CHAPMAN AVENUE CHAPMAN AVENUE LEWIS STREET
Right
77
Thru
368
Left
74
U-Turn
2
InOut Total
840 521 1361 Right219 Thru1163 Left260 U-Turn3 OutTotalIn1453 1645 3098 Left
194
Thru
525
Right
383
U-Turn
0
Out TotalIn
746 1102 1848 Left96 Thru996 Right118 U-Turn19 TotalOutIn1434 1229 2663 Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-10
File Name : H1709003
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: MANCHESTER AVENUE
E-W Direction: CHAPMAN AVENUE
Groups Printed- Turning Movements
MANCHESTER AVENUE
Southbound
CHAPMAN AVENUE
Westbound
MANCHESTER AVENUE
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 9 43 41 7 141 47 30 2 4 10 400 8 742
07:15 19 73 60 8 171 64 36 1 6 17 394 8 857
07:30 15 91 68 5 192 73 37 1 6 23 342 4 857
07:45 10 106 62 12 214 97 49 3 11 28 321 12 925
Total 53 313 231 32 718 281 152 7 27 78 1457 32 3381
08:00 14 66 32 4 217 92 45 0 7 28 355 5 865
08:15 14 51 45 5 198 73 28 4 13 27 348 10 816
08:30 7 51 42 6 180 60 32 1 8 16 361 7 771
08:45 14 37 26 5 174 52 33 2 6 10 287 3 649
Total 49 205 145 20 769 277 138 7 34 81 1351 25 3101
*** BREAK ***
16:00 12 11 23 12 310 35 115 9 30 20 287 19 883
16:15 34 15 41 8 323 33 79 2 25 25 316 11 912
16:30 12 25 30 12 321 30 106 5 36 22 337 10 946
16:45 23 23 35 13 328 43 86 12 19 26 352 18 978
Total 81 74 129 45 1282 141 386 28 110 93 1292 58 3719
17:00 27 27 36 10 336 37 116 12 47 30 348 11 1037
17:15 25 18 28 10 385 41 104 7 35 20 337 16 1026
17:30 33 19 48 2 324 39 89 7 31 26 334 19 971
17:45 13 20 44 6 365 38 70 6 31 38 283 16 930
Total 98 84 156 28 1410 155 379 32 144 114 1302 62 3964
Grand Total 281 676 661 125 4179 854 1055 74 315 366 5402 177 14165
Apprch %17.4 41.8 40.9 2.4 81 16.6 73.1 5.1 21.8 6.2 90.9 3
Total %2 4.8 4.7 0.9 29.5 6 7.4 0.5 2.2 2.6 38.1 1.2
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-11
File Name : H1709003
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: MANCHESTER AVENUE
E-W Direction: CHAPMAN AVENUE
MANCHESTER AVENUE
Southbound
CHAPMAN AVENUE
Westbound
MANCHESTER AVENUE
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 19 73 60 152 8 171 64 243 36 1 6 43 17 394 8 419 857
07:30 15 91 68 174 5 192 73 270 37 1 6 44 23 342 4 369 857
07:45 10 106 62 178 12 214 97 323 49 3 11 63 28 321 12 361 925
08:00 14 66 32 112 4 217 92 313 45 0 7 52 28 355 5 388 865
Total Volume 58 336 222 616 29 794 326 1149 167 5 30 202 96 1412 29 1537 3504
% App. Total 9.4 54.5 36 2.5 69.1 28.4 82.7 2.5 14.9 6.2 91.9 1.9
PHF .763 .792 .816 .865 .604 .915 .840 .889 .852 .417 .682 .802 .857 .896 .604 .917 .947
MANCHESTER AVENUE CHAPMAN AVENUE CHAPMAN AVENUE MANCHESTER AVENUE
Right
58
Thru
336
Left
222
InOut Total
63 616 679 Right29 Thru794 Left326 OutTotalIn1801 1149 2950 Left
30
Thru
5
Right
167
Out TotalIn
758 202 960 Left29 Thru1412 Right96 TotalOutIn882 1537 2419 Peak Hour Begins at 07:15
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-12
File Name : H1709003
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: MANCHESTER AVENUE
E-W Direction: CHAPMAN AVENUE
MANCHESTER AVENUE
Southbound
CHAPMAN AVENUE
Westbound
MANCHESTER AVENUE
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 23 23 35 81 13 328 43 384 86 12 19 117 26 352 18 396 978
17:00 27 27 36 90 10 336 37 383 116 12 47 175 30 348 11 389 1037
17:15 25 18 28 71 10 385 41 436 104 7 35 146 20 337 16 373 1026
17:30 33 19 48 100 2 324 39 365 89 7 31 127 26 334 19 379 971
Total Volume 108 87 147 342 35 1373 160 1568 395 38 132 565 102 1371 64 1537 4012
% App. Total 31.6 25.4 43 2.2 87.6 10.2 69.9 6.7 23.4 6.6 89.2 4.2
PHF .818 .806 .766 .855 .673 .892 .930 .899 .851 .792 .702 .807 .850 .974 .842 .970 .967
MANCHESTER AVENUE CHAPMAN AVENUE CHAPMAN AVENUE MANCHESTER AVENUE
Right
108
Thru
87
Left
147
InOut Total
137 342 479 Right35 Thru1373 Left160 OutTotalIn1913 1568 3481 Left
132
Thru
38
Right
395
Out TotalIn
349 565 914 Left64 Thru1371 Right102 TotalOutIn1613 1537 3150 Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-13
File Name : H1709004
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: THE CITY DRIVE
E-W Direction: CHAPMAN AVENUE
Groups Printed- Turning Movements
THE CITY DRIVE
Southbound
CHAPMAN AVENUE
Westbound
THE CITY DRIVE
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left Right Thru Left U-Turn Right Thru Left Right Thru Left U-Turn Int. Total
07:00 61 239 39 18 165 51 1 51 123 11 29 389 36 0 1213
07:15 74 313 29 27 188 80 2 72 137 14 53 406 34 0 1429
07:30 87 409 52 25 224 90 0 101 158 23 42 365 41 1 1618
07:45 104 326 51 29 250 98 3 62 143 26 53 330 47 1 1523
Total 326 1287 171 99 827 319 6 286 561 74 177 1490 158 2 5783
08:00 99 319 49 25 216 99 1 85 171 22 34 354 55 0 1529
08:15 90 296 41 18 190 102 6 74 138 13 50 359 47 0 1424
08:30 63 336 42 14 162 84 2 67 120 21 58 334 44 1 1348
08:45 59 206 34 13 169 73 1 70 126 18 40 286 44 0 1139
Total 311 1157 166 70 737 358 10 296 555 74 182 1333 190 1 5440
*** BREAK ***
16:00 83 172 19 25 262 70 3 115 186 30 15 316 83 0 1379
16:15 82 188 23 28 268 58 1 115 201 34 23 337 85 1 1444
16:30 76 197 38 25 292 80 0 143 207 40 21 330 108 0 1557
16:45 90 237 30 25 269 74 0 158 238 33 16 379 78 0 1627
Total 331 794 110 103 1091 282 4 531 832 137 75 1362 354 1 6007
17:00 89 218 29 41 283 69 1 172 277 42 22 376 98 0 1717
17:15 106 287 27 38 310 81 0 159 281 30 20 372 102 1 1814
17:30 97 248 41 30 241 99 1 135 275 29 24 374 83 2 1679
17:45 92 221 28 29 271 76 0 125 225 32 16 328 79 0 1522
Total 384 974 125 138 1105 325 2 591 1058 133 82 1450 362 3 6732
Grand Total 1352 4212 572 410 3760 1284 22 1704 3006 418 516 5635 1064 7 23962
Apprch %22 68.6 9.3 7.5 68.7 23.4 0.4 33.2 58.6 8.2 7.1 78 14.7 0.1
Total %5.6 17.6 2.4 1.7 15.7 5.4 0.1 7.1 12.5 1.7 2.2 23.5 4.4 0
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-14
File Name : H1709004
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: THE CITY DRIVE
E-W Direction: CHAPMAN AVENUE
THE CITY DRIVE
Southbound
CHAPMAN AVENUE
Westbound
THE CITY DRIVE
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left U-Turn App. Total Right Thru Left App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 74 313 29 416 27 188 80 2 297 72 137 14 223 53 406 34 0 493 1429
07:30 87 409 52 548 25 224 90 0 339 101 282 42 365 41 1 449 1618
07:45 104 326 51 481 29 250 98 3 380 62 143 26
08:00 99 319 49 467 25 216 99 1 341 85 171 22 278 34 354 55 0 443 1529
Total Volume 364 1367 181 1912 106 878 367 6 1357 320 609 85 1014 182 1455 177 2 1816 6099
% App. Total 19 71.5 9.5 7.8 64.7 27 0.4 31.6 60.1 8.4 10 80.1 9.7 0.1
PHF .875 .836 .870 .872 .914 .878 .927 .500 .893 .792 .890 .817 .899 .858 .896 .805 .500 .921 .942
THE CITY DRIVE CHAPMAN AVENUE CHAPMAN AVENUE THE CITY DRIVE
Right
364
Thru
1367
Left
181
InOut Total
892 1912 2804 Right106 Thru878 Left367 U-Turn6 OutTotalIn1956 1357 3313 Left
85
Thru
609
Right
320
Out TotalIn
1916 1014 2930 Left177 Thru1455 Right182 U-Turn2 TotalOutIn1327 1816 3143 Peak Hour Begins at 07:15
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-15
File Name : H1709004
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: THE CITY DRIVE
E-W Direction: CHAPMAN AVENUE
THE CITY DRIVE
Southbound
CHAPMAN AVENUE
Westbound
THE CITY DRIVE
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left U-Turn App. Total Right Thru Left App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 90 237 30 357 25 269 74 0 368 158 238 33 429 16 379 78 0 473 1627
17:00 89 218 29 336 41 283 69 1 394 172 42 491 22 376 98 0 496 1717
17:15 106 287 27 420 38 310 81 0 429 159 281 30 470 20 372 102 1 495 1814
17:30 97 248 41 386 30 241 99 1 371 135 275 29 439 24 374 83 2 483 1679
Total Volume 382 990 127 1499 134 1103 323 2 1562 624 1071 134 1829 82 1501 361 3 1947 6837
% App. Total 25.5 66 8.5 8.6 70.6 20.7 0.1 34.1 58.6 7.3 4.2 77.1 18.5 0.2
PHF .901 .862 .774 .892 .817 .890 .816 .500 .910 .907 .953 .798 .931 .854 .990 .885 .375 .981 .942
THE CITY DRIVE CHAPMAN AVENUE CHAPMAN AVENUE THE CITY DRIVE
Right
382
Thru
990
Left
127
InOut Total
1566 1499 3065 Right134 Thru1103 Left323 U-Turn2 OutTotalIn2252 1562 3814 Left
134
Thru
1071
Right
624
Out TotalIn
1395 1829 3224 Left361 Thru1501 Right82 U-Turn3 TotalOutIn1619 1947 3566 Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-16
File Name : H1709005
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: I-5 SB RAMPS
E-W Direction: CHAPMAN AVENUE
Groups Printed- Turning Movements
FRONTAGE ROAD
Southbound
CHAPMAN AVENUE
Westbound
I-5 SB RAMPS
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 0 0 40 0 143 41 12 0 85 146 312 0 779
07:15 1 0 58 0 169 43 27 0 116 149 378 0 941
07:30 0 2 57 0 179 28 21 0 146 169 373 0 975
07:45 2 1 81 0 224 21 23 0 146 101 340 0 939
Total 3 3 236 0 715 133 83 0 493 565 1403 0 3634
08:00 2 0 52 0 198 36 25 0 152 135 369 0 969
08:15 2 2 43 0 175 29 16 0 134 123 355 0 879
08:30 2 1 76 0 145 24 14 0 111 125 286 0 784
08:45 0 1 41 0 124 20 22 0 74 124 288 0 694
Total 6 4 212 0 642 109 77 0 471 507 1298 0 3326
*** BREAK ***
16:00 2 2 42 0 266 50 14 0 95 208 270 0 949
16:15 1 0 20 0 270 52 15 0 80 222 292 0 952
16:30 0 3 28 0 274 65 20 0 121 217 294 0 1022
16:45 3 1 41 0 237 54 26 0 123 226 357 0 1068
Total 6 6 131 0 1047 221 75 0 419 873 1213 0 3991
17:00 4 2 44 0 286 74 19 0 103 234 347 0 1113
17:15 3 1 49 0 291 53 11 0 121 261 294 0 1084
17:30 3 2 39 0 276 46 15 0 95 199 332 0 1007
17:45 1 6 45 0 273 31 22 0 113 183 300 0 974
Total 11 11 177 0 1126 204 67 0 432 877 1273 0 4178
Grand Total 26 24 756 0 3530 667 302 0 1815 2822 5187 0 15129
Apprch %3.2 3 93.8 0 84.1 15.9 14.3 0 85.7 35.2 64.8 0
Total %0.2 0.2 5 0 23.3 4.4 2 0 12 18.7 34.3 0
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-17
File Name : H1709005
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: I-5 SB RAMPS
E-W Direction: CHAPMAN AVENUE
FRONTAGE ROAD
Southbound
CHAPMAN AVENUE
Westbound
I-5 SB RAMPS
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 1 0 58 59 0 169 43 212 27 0 116 143 149 378 0 527 941
07:30 0 2 57 59 0 179 28 207 21 0 146 167 169 373 0 542 975
07:45 2 1 81 84 0 224 21 245 23 0 146 169 101 340 0 441 939
08:00 2 0 52 54 0 198 36 234 25 0 152 177 135 369 0 504 969
Total Volume 5 3 248 256 0 770 128 898 96 0 560 656 554 1460 0 2014 3824
% App. Total 2 1.2 96.9 0 85.7 14.3 14.6 0 85.4 27.5 72.5 0
PHF .625 .375 .765 .762 .000 .859 .744 .916 .889 .000 .921 .927 .820 .966 .000 .929 .981
FRONTAGE ROAD CHAPMAN AVENUE CHAPMAN AVENUE I-5 SB RAMPS
Right
5
Thru
3
Left
248
InOut Total
0 256 256 Right0 Thru770 Left128 OutTotalIn1804 898 2702 Left
560
Thru
0
Right
96
Out TotalIn
685 656 1341 Left0 Thru1460 Right554 TotalOutIn1335 2014 3349 Peak Hour Begins at 07:15
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-18
File Name : H1709005
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: I-5 SB RAMPS
E-W Direction: CHAPMAN AVENUE
FRONTAGE ROAD
Southbound
CHAPMAN AVENUE
Westbound
I-5 SB RAMPS
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
16:30 0 3 28 31 0 274 65 339 20 0 121 141 217 294 0 511 1022
16:45 3 1 41 45 0 237 54 291 26 0 123 149 226 357 0 583 1068
17:00 4 2 44 50 0 286 74 360 19 0 103 122 234 347 0 581 1113
17:15 3 1 49 53 0 291 53 344 11 0 121 132 261 294 0 555 1084
Total Volume 10 7 162 179 0 1088 246 1334 76 0 468 544 938 1292 0 2230 4287
% App. Total 5.6 3.9 90.5 0 81.6 18.4 14 0 86 42.1 57.9 0
PHF .625 .583 .827 .844 .000 .935 .831 .926 .731 .000 .951 .913 .898 .905 .000 .956 .963
FRONTAGE ROAD CHAPMAN AVENUE CHAPMAN AVENUE I-5 SB RAMPS
Right
10
Thru
7
Left
162
InOut Total
0 179 179 Right0 Thru1088 Left246 OutTotalIn1530 1334 2864 Left
468
Thru
0
Right
76
Out TotalIn
1191 544 1735 Left0 Thru1292 Right938 TotalOutIn1566 2230 3796 Peak Hour Begins at 16:30
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-19
File Name : H1709044
Site Code : 00000000
Start Date : 9/26/2017
Page No : 1
City: ORANGE
N-S Direction: RAMPART AVENUE
E-W Direction: CHAPMAN AVENUE
Groups Printed- Turning Movements
RAMPART AVENUE
Southbound
CHAPMAN AVENUE
Westbound
DEAD END
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left U-Turn Int. Total
07:00 17 0 15 6 167 0 0 0 0 0 330 20 9 564
07:15 29 0 14 4 209 0 0 0 0 0 415 32 5 708
07:30 29 0 17 11 214 0 0 0 0 0 364 21 9 665
07:45 40 0 25 12 275 0 0 0 0 0 482 24 4 862
Total 115 0 71 33 865 0 0 0 0 0 1591 97 27 2799
08:00 20 0 15 12 256 0 0 0 0 0 356 35 3 697
08:15 20 0 11 9 205 0 0 0 0 0 363 28 5 641
08:30 18 0 10 10 192 0 0 0 0 0 323 17 5 575
08:45 18 0 12 11 206 0 0 0 0 0 324 26 6 603
Total 76 0 48 42 859 0 0 0 0 0 1366 106 19 2516
*** BREAK ***
16:00 15 0 14 24 356 0 0 0 0 0 230 19 8 666
16:15 31 0 15 19 396 0 0 0 0 0 244 11 8 724
16:30 47 0 9 24 305 0 0 0 0 0 272 18 11 686
16:45 36 0 7 15 339 0 0 0 0 0 318 38 4 757
Total 129 0 45 82 1396 0 0 0 0 0 1064 86 31 2833
17:00 46 0 15 17 362 0 0 0 0 0 288 25 11 764
17:15 29 0 11 24 457 0 0 0 0 0 332 29 9 891
17:30 22 0 18 21 352 0 0 0 0 0 309 28 11 761
17:45 29 0 16 22 328 0 0 0 0 0 296 29 3 723
Total 126 0 60 84 1499 0 0 0 0 0 1225 111 34 3139
Grand Total 446 0 224 241 4619 0 0 0 0 0 5246 400 111 11287
Apprch %66.6 0 33.4 5 95 0 0 0 0 0 91.1 6.9 1.9
Total %4 0 2 2.1 40.9 0 0 0 0 0 46.5 3.5 1
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-20
File Name : H1709044
Site Code : 00000000
Start Date : 9/26/2017
Page No : 2
City: ORANGE
N-S Direction: RAMPART AVENUE
E-W Direction: CHAPMAN AVENUE
RAMPART AVENUE
Southbound
CHAPMAN AVENUE
Westbound
DEAD END
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 29 0 14 43 4 209 0 213 0 0 0 0 0 415 32 5 452 708
07:30 29 0 17 46 11 214 0 225 0 0 0 0 0 364 21 9 394 665
07:45 40 0 25 65 12 275 0 287 0 0 0 0 0 482 24 4 510 862
08:00 20 0 15 35 12 256 0 268 0 0 0 0 0 356 35 3 394 697
Total Volume 118 0 71 189 39 954 0 993 0 0 0 0 0 1617 112 21 1750 2932
% App. Total 62.4 0 37.6 3.9 96.1 0 0 0 0 0 92.4 6.4 1.2
PHF .738 .000 .710 .727 .813 .867 .000 .865 .000 .000 .000 .000 .000 .839 .800 .583 .858 .850
RAMPART AVENUE CHAPMAN AVENUE CHAPMAN AVENUE DEAD END
Right
118
Thru
0
Left
71
InOut Total
151 189 340 Right39 Thru954 Left0 OutTotalIn1688 993 2681 Left
0
Thru
0
Right
0
Out TotalIn
0 0 0 Left112 Thru1617 Right0 U-Turn21 TotalOutIn1072 1750 2822 Peak Hour Begins at 07:15
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-21
File Name : H1709044
Site Code : 00000000
Start Date : 9/26/2017
Page No : 3
City: ORANGE
N-S Direction: RAMPART AVENUE
E-W Direction: CHAPMAN AVENUE
RAMPART AVENUE
Southbound
CHAPMAN AVENUE
Westbound
DEAD END
Northbound
CHAPMAN AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 36 0 7 43 15 339 0 354 0 0 0 0 0 318 38 4 360 757
17:00 46 0 15 61 17 362 0 379 0 0 0 0 0 288 25 11 324 764
17:15 29 0 11 40 24 457 0 481 0 0 0 0 0 332 29 9 370 891
17:30 22 0 18 40 21 352 0 373 0 0 0 0 0 309 28 11 348 761
Total Volume 133 0 51 184 77 1510 0 1587 0 0 0 0 0 1247 120 35 1402 3173
% App. Total 72.3 0 27.7 4.9 95.1 0 0 0 0 0 88.9 8.6 2.5
PHF .723 .000 .708 .754 .802 .826 .000 .825 .000 .000 .000 .000 .000 .939 .789 .795 .947 .890
RAMPART AVENUE CHAPMAN AVENUE CHAPMAN AVENUE DEAD END
Right
133
Thru
0
Left
51
InOut Total
197 184 381 Right77 Thru1510 Left0 OutTotalIn1298 1587 2885 Left
0
Thru
0
Right
0
Out TotalIn
0 0 0 Left120 Thru1247 Right0 U-Turn35 TotalOutIn1643 1402 3045 Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-22
File Name : H1709006
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: MANCHESTER AVENUE
E-W Direction: CITY BOULEVARD WEST
Groups Printed- Turning Movements
MANCHESTER AVENUE
Southbound
CITY BOULEVARD
WEST
Westbound
MANCHESTER AVENUE
Northbound
CITY BOULEVARD
WEST
Eastbound
Start Time Right Thru Left U-Turn Right Thru Left Right Thru Left U-Turn Right Thru Left Int. Total
07:00 22 65 4 0 4 1 3 0 13 2 0 1 0 18 133
07:15 32 89 16 0 2 4 3 0 20 0 0 4 0 23 193
07:30 40 97 21 0 7 2 2 4 17 2 0 1 1 20 214
07:45 53 121 24 1 7 1 7 8 26 2 1 2 2 24 279
Total 147 372 65 1 20 8 15 12 76 6 1 8 3 85 819
08:00 42 111 8 0 4 0 9 1 26 0 1 3 0 18 223
08:15 37 92 13 2 2 1 2 1 24 2 0 2 3 11 192
08:30 30 66 7 0 5 4 4 0 19 1 1 0 0 21 158
08:45 28 50 7 0 5 2 4 0 13 0 1 2 1 13 126
Total 137 319 35 2 16 7 19 2 82 3 3 7 4 63 699
*** BREAK ***
16:00 17 38 4 0 6 2 1 4 58 1 1 4 1 57 194
16:15 17 49 5 1 4 0 0 2 47 0 0 0 1 27 153
16:30 22 49 5 2 12 4 4 0 67 1 0 2 0 39 207
16:45 27 59 6 2 8 2 3 2 59 0 1 1 0 30 200
Total 83 195 20 5 30 8 8 8 231 2 2 7 2 153 754
17:00 30 64 4 2 6 5 3 4 80 3 2 3 6 61 273
17:15 31 50 0 0 6 3 4 2 59 1 0 1 1 50 208
17:30 18 60 4 2 5 2 1 6 55 0 0 2 2 52 209
17:45 23 65 3 0 8 4 2 2 57 0 0 1 0 28 193
Total 102 239 11 4 25 14 10 14 251 4 2 7 9 191 883
Grand Total 469 1125 131 12 91 37 52 36 640 15 8 29 18 492 3155
Apprch %27 64.8 7.5 0.7 50.6 20.6 28.9 5.2 91.6 2.1 1.1 5.4 3.3 91.3
Total %14.9 35.7 4.2 0.4 2.9 1.2 1.6 1.1 20.3 0.5 0.3 0.9 0.6 15.6
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-23
File Name : H1709006
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: MANCHESTER AVENUE
E-W Direction: CITY BOULEVARD WEST
MANCHESTER AVENUE
Southbound
CITY BOULEVARD WEST
Westbound
MANCHESTER AVENUE
Northbound
CITY BOULEVARD WEST
Eastbound
Start Time Right Thru Left U-Turn App. Total Right Thru Left App. Total Right Thru Left U-Turn App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 32 89 16 0 137 2 4 3 9 0 20 0 0 20 4 0 23 27 193
07:30 40 97 21 0 158 7 2 2 11 4 17 2
07:45 53 121 24 1 199 7 1 7 15 8 26 2 1 37 2 2 24 28 279
08:00 42 111 8 0 161 4 0 9 13 1 26 0 1 28 3 0 18 21 223
Total Volume 167 418 69 1 655 20 7 21 48 13 89 4 2 108 10 3 85 98 909
% App. Total 25.5 63.8 10.5 0.2 41.7 14.6 43.8 12 82.4 3.7 1.9 10.2 3.1 86.7
PHF .788 .864 .719 .250 .823 .714 .438 .583 .800 .406 .856 .500 .500 .730 .625 .375 .885 .875 .815
MANCHESTER AVENUE CITY BOULEVARD WEST CITY BOULEVARD WEST MANCHESTER AVENUE
Right
167
Thru
418
Left
69
U-Turn
1
InOut Total
194 655 849 Right20 Thru7 Left21 OutTotalIn85 48 133 Left
4
Thru
89
Right
13
U-Turn
2
Out TotalIn
449 108 557 Left85 Thru3 Right10 TotalOutIn178 98 276 Peak Hour Begins at 07:15
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-24
File Name : H1709006
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: MANCHESTER AVENUE
E-W Direction: CITY BOULEVARD WEST
MANCHESTER AVENUE
Southbound
CITY BOULEVARD WEST
Westbound
MANCHESTER AVENUE
Northbound
CITY BOULEVARD WEST
Eastbound
Start Time Right Thru Left U-Turn App. Total Right Thru Left App. Total Right Thru Left U-Turn App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 27 59 6 2 94 8 2 3 13 2 59 0 1 62 1 0 30 31 200
17:00 30 64 4 2 100 6 5 3 14 4 80 3 2 89 3 6 61 70 273
17:15 31 50 0 0 81 6 3 4 13 2 59 1 0 62 1 1 50 52 208
17:30 18 60 4 2 84 5 2 1 8 6
Total Volume 106 233 14 6 359 25 12 11 48 14 253 4 3 274 7 9 193 209 890
% App. Total 29.5 64.9 3.9 1.7 52.1 25 22.9 5.1 92.3 1.5 1.1 3.3 4.3 92.3
PHF .855 .910 .583 .750 .898 .781 .600 .688 .857 .583 .791 .333 .375 .770 .583 .375 .791 .746 .815
MANCHESTER AVENUE CITY BOULEVARD WEST CITY BOULEVARD WEST MANCHESTER AVENUE
Right
106
Thru
233
Left
14
U-Turn
6
InOut Total
471 359 830 Right25 Thru12 Left11 OutTotalIn37 48 85 Left
4
Thru
253
Right
14
U-Turn
3
Out TotalIn
251 274 525 Left193 Thru9 Right7 TotalOutIn122 209 331 Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-25
File Name : h1709007
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: CITY BOULEVARD
E-W Direction: CITY BLVD W / CITY WAY
Groups Printed- Turning Movements
CITY BOULEVARD
Southbound
THE CITY WAY
Westbound
CITY BOULEVARD
Northbound
CITY BOULEVARD WEST
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 4 7 20 6 7 4 3 4 3 0 9 3 70
07:15 10 15 27 10 18 3 4 2 0 1 18 3 111
07:30 11 16 42 12 15 11 6 9 2 0 22 3 149
07:45 12 14 34 16 29 7 11 12 4 4 20 17 180
Total 37 52 123 44 69 25 24 27 9 5 69 26 510
08:00 16 10 33 22 31 12 5 9 3 1 14 6 162
08:15 11 15 29 8 13 8 8 5 3 3 18 7 128
08:30 7 7 20 8 19 9 8 5 2 2 8 2 97
08:45 8 7 20 11 14 6 11 5 2 5 13 5 107
Total 42 39 102 49 77 35 32 24 10 11 53 20 494
*** BREAK ***
16:00 14 21 21 6 19 26 17 10 7 5 44 5 195
16:15 15 16 16 7 30 20 20 9 5 6 45 9 198
16:30 14 21 31 11 25 28 22 14 9 5 59 7 246
16:45 14 26 18 10 33 34 28 6 4 3 49 9 234
Total 57 84 86 34 107 108 87 39 25 19 197 30 873
17:00 30 25 27 16 37 25 28 12 8 6 92 13 319
17:15 20 15 27 12 45 32 20 8 7 8 56 13 263
17:30 28 20 33 18 62 35 24 9 8 3 67 11 318
17:45 24 28 21 10 33 21 25 11 10 7 47 5 242
Total 102 88 108 56 177 113 97 40 33 24 262 42 1142
Grand Total 238 263 419 183 430 281 240 130 77 59 581 118 3019
Apprch %25.9 28.6 45.5 20.5 48.1 31.4 53.7 29.1 17.2 7.8 76.6 15.6
Total %7.9 8.7 13.9 6.1 14.2 9.3 7.9 4.3 2.6 2 19.2 3.9
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-26
File Name : h1709007
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: CITY BOULEVARD
E-W Direction: CITY BLVD W / CITY WAY
CITY BOULEVARD
Southbound
THE CITY WAY
Westbound
CITY BOULEVARD
Northbound
CITY BOULEVARD WEST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30
07:30 11 16 42 69 12 15 11 38 6 9 2 17 0 22 3 25 149
07:45 12 14 34 60 16 29 7 52 11 12 4 27 4 20 17 41 180
08:00 16 10 33 59 22 31 12 65 5 9 3 17 1 14 6 21 162
08:15 11 15 29 55 8 13 8 29 8 5 3 16 3 18 7 28 128
Total Volume 50 55 138 243 58 88 38 184 30 35 12 77 8 74 33 115 619
% App. Total 20.6 22.6 56.8 31.5 47.8 20.7 39 45.5 15.6 7 64.3 28.7
PHF .781 .859 .821 .880 .659 .710 .792 .708 .682 .729 .750 .713 .500 .841 .485 .701 .860
CITY BOULEVARD CITY BOULEVARD WEST THE CITY WAY CITY BOULEVARD
Right
50
Thru
55
Left
138
InOut Total
126 243 369 Right58 Thru88 Left38 OutTotalIn242 184 426 Left
12
Thru
35
Right
30
Out TotalIn
101 77 178 Left33 Thru74 Right8 TotalOutIn150 115 265 Peak Hour Begins at 07:30
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-27
File Name : h1709007
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: CITY BOULEVARD
E-W Direction: CITY BLVD W / CITY WAY
CITY BOULEVARD
Southbound
THE CITY WAY
Westbound
CITY BOULEVARD
Northbound
CITY BOULEVARD WEST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00 30 25 27 82 16 37 25 78 28 12 8 48 6 92 13 111 319
17:15 20 15 27 62 12 45 32 89 20 8 7 35 8 56 13 77 263
17:30 28 20 33 81 18 62 35 115 24 9 8 41 3 67 11 81 318
17:45 24 28 21 73 10 33 21 64 25 11 10 46 7 47 5 59 242
Total Volume 102 88 108 298 56 177 113 346 97 40 33 170 24 262 42 328 1142
% App. Total 34.2 29.5 36.2 16.2 51.2 32.7 57.1 23.5 19.4 7.3 79.9 12.8
PHF .850 .786 .818 .909 .778 .714 .807 .752 .866 .833 .825 .885 .750 .712 .808 .739 .895
CITY BOULEVARD CITY BOULEVARD WEST THE CITY WAY CITY BOULEVARD
Right
102
Thru
88
Left
108
InOut Total
138 298 436 Right56 Thru177 Left113 OutTotalIn467 346 813 Left
33
Thru
40
Right
97
Out TotalIn
225 170 395 Left42 Thru262 Right24 TotalOutIn312 328 640 Peak Hour Begins at 17:00
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-28
File Name : H1709008
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: CITY BOULEVARD
E-W Direction: THE CITY WAY
Groups Printed- Turning Movements
CITY BOULEVARD
Southbound
THE CITY WAY
Westbound
CITY BOULEVARD
Northbound
THE CITY WAY
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 7 3 6 0 10 1 0 0 0 0 4 15 46
07:15 11 3 9 1 19 3 2 0 0 0 13 22 83
07:30 20 1 11 3 15 2 3 2 0 3 5 10 75
07:45 29 8 11 2 23 8 4 1 0 2 29 20 137
Total 67 15 37 6 67 14 9 3 0 5 51 67 341
08:00 29 5 4 2 31 6 1 0 0 3 15 21 117
08:15 21 6 7 1 18 4 1 0 0 1 15 21 95
08:30 28 4 4 6 13 6 1 0 0 0 10 10 82
08:45 19 3 9 3 10 2 1 0 0 1 16 9 73
Total 97 18 24 12 72 18 4 0 0 5 56 61 367
*** BREAK ***
16:00 17 5 7 3 25 8 9 2 1 0 31 22 130
16:15 10 8 10 3 25 13 11 3 0 0 28 11 122
16:30 25 4 3 2 24 13 13 2 0 1 35 12 134
16:45 25 3 6 1 19 19 8 2 0 1 27 17 128
Total 77 20 26 9 93 53 41 9 1 2 121 62 514
17:00 33 3 14 5 49 9 12 5 0 1 66 23 220
17:15 23 4 6 10 33 16 10 6 1 1 46 15 171
17:30 13 1 7 4 39 26 11 4 0 2 46 22 175
17:45 9 5 4 6 27 27 7 4 0 1 33 15 138
Total 78 13 31 25 148 78 40 19 1 5 191 75 704
Grand Total 319 66 118 52 380 163 94 31 2 17 419 265 1926
Apprch %63.4 13.1 23.5 8.7 63.9 27.4 74 24.4 1.6 2.4 59.8 37.8
Total %16.6 3.4 6.1 2.7 19.7 8.5 4.9 1.6 0.1 0.9 21.8 13.8
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-29
File Name : H1709008
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: CITY BOULEVARD
E-W Direction: THE CITY WAY
CITY BOULEVARD
Southbound
THE CITY WAY
Westbound
CITY BOULEVARD
Northbound
THE CITY WAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
07:45 29 8 11 48 2 23 8 33 4 1 0 5 2 29 20 51 137
08:00 29 5 4 38 2 31 6 39 1 0 0 1 3 15 21 39 117
08:15 21 6 7 34 1 18 4 23 1 0 0 1 1 15 21 37 95
08:30 28 4 4 36 6 13 6 25 1 0 0 1 0 10 10 20 82
Total Volume 107 23 26 156 11 85 24 120 7 1 0 8 6 69 72 147 431
% App. Total 68.6 14.7 16.7 9.2 70.8 20 87.5 12.5 0 4.1 46.9 49
PHF .922 .719 .591 .813 .458 .685 .750 .769 .438 .250 .000 .400 .500 .595 .857 .721 .786
CITY BOULEVARD THE CITY WAY THE CITY WAY CITY BOULEVARD
Right
107
Thru
23
Left
26
InOut Total
84 156 240 Right11 Thru85 Left24 OutTotalIn102 120 222 Left
0
Thru
1
Right
7
Out TotalIn
53 8 61 Left72 Thru69 Right6 TotalOutIn192 147 339 Peak Hour Begins at 07:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-30
File Name : H1709008
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: CITY BOULEVARD
E-W Direction: THE CITY WAY
CITY BOULEVARD
Southbound
THE CITY WAY
Westbound
CITY BOULEVARD
Northbound
THE CITY WAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00 33 3 14 50 5 49 9 63 12 5 0 17 1 66 23 90 220
17:15 23 4 6 33 10 33 16 59 10 6 1 17 1 46 15 62 171
17:30 13 1 7 21 4 39 26 69 11 4 0 15 2 46 22 70 175
17:45 9 5 4 18 6 27 27 60 7 4 0 11 1 33 15 49 138
Total Volume 78 13 31 122 25 148 78 251 40 19 1 60 5 191 75 271 704
% App. Total 63.9 10.7 25.4 10 59 31.1 66.7 31.7 1.7 1.8 70.5 27.7
PHF .591 .650 .554 .610 .625 .755 .722 .909 .833 .792 .250 .882 .625 .723 .815 .753 .800
CITY BOULEVARD THE CITY WAY THE CITY WAY CITY BOULEVARD
Right
78
Thru
13
Left
31
InOut Total
119 122 241 Right25 Thru148 Left78 OutTotalIn262 251 513 Left
1
Thru
19
Right
40
Out TotalIn
96 60 156 Left75 Thru191 Right5 TotalOutIn227 271 498 Peak Hour Begins at 17:00
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-31
File Name : H1709009
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: THE CITY DRIVE
E-W Direction: THE CITY WAY/DAWN WAY
Groups Printed- Turning Movements
THE CITY DRIVE
Southbound
DAWN WAY
Westbound
THE CITY DRIVE
Northbound
THE CITY WAY
Eastbound
Start Time Right Thru Left U-Turn Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 13 277 22 1 15 3 1 19 170 6 22 5 8 562
07:15 22 353 38 0 40 3 16 30 187 9 30 9 13 750
07:30 27 396 42 3 87 4 26 23 146 14 39 16 13 836
07:45 47 349 49 1 22 1 13 50 269 14 38 14 16 883
Total 109 1375 151 5 164 11 56 122 772 43 129 44 50 3031
08:00 32 267 69 2 37 2 13 62 204 17 30 17 12 764
08:15 20 351 54 0 31 2 11 49 176 7 27 7 12 747
08:30 22 348 54 0 47 2 11 37 148 9 19 9 15 721
08:45 21 183 53 0 33 3 14 43 141 14 17 8 16 546
Total 95 1149 230 2 148 9 49 191 669 47 93 41 55 2778
*** BREAK ***
16:00 42 193 14 0 76 5 25 15 203 4 27 6 42 652
16:15 44 202 5 2 75 2 21 8 220 12 29 2 53 675
16:30 55 224 11 0 86 2 24 6 259 14 44 1 68 794
16:45 58 239 13 1 94 2 24 5 245 14 33 2 55 785
Total 199 858 43 3 331 11 94 34 927 44 133 11 218 2906
17:00 58 244 7 0 95 7 26 2 348 14 44 5 103 953
17:15 65 290 11 0 73 6 9 4 274 22 42 5 60 861
17:30 82 264 12 2 69 4 22 5 241 18 47 4 74 844
17:45 56 206 16 0 36 2 19 7 240 18 27 7 59 693
Total 261 1004 46 2 273 19 76 18 1103 72 160 21 296 3351
Grand Total 664 4386 470 12 916 50 275 365 3471 206 515 117 619 12066
Apprch %12 79.3 8.5 0.2 73.8 4 22.2 9 85.9 5.1 41.2 9.4 49.5
Total %5.5 36.4 3.9 0.1 7.6 0.4 2.3 3 28.8 1.7 4.3 1 5.1
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-32
File Name : H1709009
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: THE CITY DRIVE
E-W Direction: THE CITY WAY/DAWN WAY
THE CITY DRIVE
Southbound
DAWN WAY
Westbound
THE CITY DRIVE
Northbound
THE CITY WAY
Eastbound
Start Time Right Thru Left U-Turn App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 22 353 38 0 413 40 3 16 59 30 187 9 226 30 9 13 52 750
07:30 27 396 42 3 468 87 4 26 117 23 146 14 183 39 16 13 68 836
07:45 47 349 49 1 446 22 1 13 36 50 269 14 333 38 14 16 68 883
08:00 32 267 69 2 370 37 2 13 52 62 17 17 12 59 764
Total Volume 128 1365 198 6 1697 186 10 68 264 165 806 54 1025 137 56 54 247 3233
% App. Total 7.5 80.4 11.7 0.4 70.5 3.8 25.8 16.1 78.6 5.3 55.5 22.7 21.9
PHF .681 .862 .717 .500 .907 .534 .625 .654 .564 .665 .749 .794 .770 .878 .824 .844 .908 .915
THE CITY DRIVE THE CITY WAY DAWN WAY THE CITY DRIVE
Right
128
Thru
1365
Left
198
U-Turn
6
InOut Total
1046 1697 2743 Right186 Thru10 Left68 OutTotalIn419 264 683 Left
54
Thru
806
Right
165
Out TotalIn
1570 1025 2595 Left54 Thru56 Right137 TotalOutIn192 247 439 Peak Hour Begins at 07:15
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-33
File Name : H1709009
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: THE CITY DRIVE
E-W Direction: THE CITY WAY/DAWN WAY
THE CITY DRIVE
Southbound
DAWN WAY
Westbound
THE CITY DRIVE
Northbound
THE CITY WAY
Eastbound
Start Time Right Thru Left U-Turn App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 58 239 13 1 311 94 2 24 120 5
17:00 58 244 7 0 309 95 7 26 128 2 348 14 364 44 5 103 152 953
17:15 65 290 11 0 366 73 6 9 88 4 274 22
17:30 82 264 12 2 360 69 4 22 95 5 241 18 264 47 4 74 125 844
Total Volume 263 1037 43 3 1346 331 19 81 431 16 1108 68 1192 166 16 292 474 3443
% App. Total 19.5 77 3.2 0.2 76.8 4.4 18.8 1.3 93 5.7 35 3.4 61.6
PHF .802 .894 .827 .375 .919 .871 .679 .779 .842 .800 .796 .773 .819 .883 .800 .709 .780 .903
THE CITY DRIVE THE CITY WAY DAWN WAY THE CITY DRIVE
Right
263
Thru
1037
Left
43
U-Turn
3
InOut Total
1731 1346 3077 Right331 Thru19 Left81 OutTotalIn75 431 506 Left
68
Thru
1108
Right
16
Out TotalIn
1284 1192 2476 Left292 Thru16 Right166 TotalOutIn350 474 824 Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-34
File Name : H1709010
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: LEWIS STREET
E-W Direction: LAMPSON / METROPOLITAN
Groups Printed- Turning Movements
LEWIS STREET
Southbound
METROPOLITAN DRIVE
Westbound
LEWIS STREET
Northbound
LAMPSON AVENUE
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 22 112 28 14 8 4 24 120 6 25 81 47 491
07:15 34 73 29 24 25 11 11 153 13 22 99 71 565
07:30 44 124 47 35 20 15 29 173 29 23 109 70 718
07:45 76 127 30 57 21 34 17 204 35 37 77 68 783
Total 176 436 134 130 74 64 81 650 83 107 366 256 2557
08:00 46 127 36 47 25 29 19 149 9 59 67 71 684
08:15 29 124 38 50 17 14 22 156 5 38 97 63 653
08:30 19 111 17 50 9 14 25 122 11 25 63 50 516
08:45 12 78 20 33 15 12 23 120 9 14 46 35 417
Total 106 440 111 180 66 69 89 547 34 136 273 219 2270
*** BREAK ***
16:00 42 96 22 16 66 35 19 134 18 14 48 31 541
16:15 46 107 20 28 74 19 14 126 17 16 36 39 542
16:30 65 130 24 28 97 37 15 143 24 13 41 32 649
16:45 61 126 29 24 88 42 13 168 27 13 39 36 666
Total 214 459 95 96 325 133 61 571 86 56 164 138 2398
17:00 77 167 28 40 115 65 28 153 23 17 37 45 795
17:15 70 120 23 30 101 56 8 145 37 18 36 40 684
17:30 81 121 23 42 116 48 8 135 31 12 41 36 694
17:45 58 100 23 18 96 39 15 147 17 30 45 52 640
Total 286 508 97 130 428 208 59 580 108 77 159 173 2813
Grand Total 782 1843 437 536 893 474 290 2348 311 376 962 786 10038
Apprch %25.5 60.2 14.3 28.2 46.9 24.9 9.8 79.6 10.5 17.7 45.3 37
Total %7.8 18.4 4.4 5.3 8.9 4.7 2.9 23.4 3.1 3.7 9.6 7.8
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-35
File Name : H1709010
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: LEWIS STREET
E-W Direction: LAMPSON / METROPOLITAN
LEWIS STREET
Southbound
METROPOLITAN DRIVE
Westbound
LEWIS STREET
Northbound
LAMPSON AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30
07:30 44 124 47 215 35 20 15 70 29 173 29 231 23 109 70 202 718
07:45 76 127 30 233 57 21 34 112 17 204 35 256 37 77 68 182 783
08:00 46 127 36 209 47 25 29 101 19 149 9 177 59 67 71 197 684
08:15 29 124 38 191 50 17 14 81 22 156 5 183 38 97 63 198 653
Total Volume 195 502 151 848 189 83 92 364 87 682 78 847 157 350 272 779 2838
% App. Total 23 59.2 17.8 51.9 22.8 25.3 10.3 80.5 9.2 20.2 44.9 34.9
PHF .641 .988 .803 .910 .829 .830 .676 .813 .750 .836 .557 .827 .665 .803 .958 .964 .906
LEWIS STREET LAMPSON AVENUE METROPOLITAN DRIVE LEWIS STREET
Right
195
Thru
502
Left
151
InOut Total
1143 848 1991 Right189 Thru83 Left92 OutTotalIn588 364 952 Left
78
Thru
682
Right
87
Out TotalIn
751 847 1598 Left272 Thru350 Right157 TotalOutIn356 779 1135 Peak Hour Begins at 07:30
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-36
File Name : H1709010
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: LEWIS STREET
E-W Direction: LAMPSON / METROPOLITAN
LEWIS STREET
Southbound
METROPOLITAN DRIVE
Westbound
LEWIS STREET
Northbound
LAMPSON AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 61 126 29 216 24 88 42 154 13 168 27 208 13 39 36 88 666
17:00 77 167 28 272 40 115 65 220 28 153 23 204 17 37 45 99 795
17:15 70 120 23 213 30 101 56 187 8 145 37 190 18 36 40 94 684
17:30 81 121 23 225 42 116 48 206 8 135 31 174 12 41 36 89 694
Total Volume 289 534 103 926 136 420 211 767 57 601 118 776 60 153 157 370 2839
% App. Total 31.2 57.7 11.1 17.7 54.8 27.5 7.3 77.4 15.2 16.2 41.4 42.4
PHF .892 .799 .888 .851 .810 .905 .812 .872 .509 .894 .797 .933 .833 .933 .872 .934 .893
LEWIS STREET LAMPSON AVENUE METROPOLITAN DRIVE LEWIS STREET
Right
289
Thru
534
Left
103
InOut Total
894 926 1820 Right136 Thru420 Left211 OutTotalIn313 767 1080 Left
118
Thru
601
Right
57
Out TotalIn
805 776 1581 Left157 Thru153 Right60 TotalOutIn827 370 1197 Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-37
File Name : h1709011
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: CITY PARKWAY SOUTH
E-W Direction: CITY BOULEVARD WEST
Groups Printed- Turning Movements
DEAD END
Southbound
CITY BOULEVARD WEST
Westbound
CITY PARKWAY SOUTH
Northbound
CITY BOULEVARD WEST
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 0 0 0 0 3 5 32 0 31 8 4 0 83
07:15 0 0 0 0 0 2 33 0 32 9 4 0 80
07:30 0 0 0 0 4 4 39 0 26 6 8 0 87
07:45 0 0 0 0 6 2 42 0 43 12 13 0 118
Total 0 0 0 0 13 13 146 0 132 35 29 0 368
08:00 0 0 0 0 5 4 53 0 48 14 7 0 131
08:15 0 0 0 0 10 1 45 0 47 13 8 0 124
08:30 0 0 0 0 8 3 38 0 42 18 3 0 112
08:45 0 0 0 0 5 2 53 0 33 16 8 0 117
Total 0 0 0 0 28 10 189 0 170 61 26 0 484
*** BREAK ***
16:00 0 0 0 0 5 34 9 0 12 51 7 0 118
16:15 0 0 0 0 10 32 15 0 20 33 7 0 117
16:30 0 0 0 0 11 43 17 0 12 49 6 0 138
16:45 0 0 0 0 8 39 9 0 23 41 5 0 125
Total 0 0 0 0 34 148 50 0 67 174 25 0 498
17:00 0 0 0 0 18 61 23 0 39 76 7 0 224
17:15 0 0 0 0 21 44 11 0 40 69 9 0 194
17:30 0 0 0 0 16 36 13 0 20 75 8 0 168
17:45 0 0 0 0 21 44 21 0 36 49 8 0 179
Total 0 0 0 0 76 185 68 0 135 269 32 0 765
Grand Total 0 0 0 0 151 356 453 0 504 539 112 0 2115
Apprch %0 0 0 0 29.8 70.2 47.3 0 52.7 82.8 17.2 0
Total %0 0 0 0 7.1 16.8 21.4 0 23.8 25.5 5.3 0
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-38
File Name : h1709011
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: CITY PARKWAY SOUTH
E-W Direction: CITY BOULEVARD WEST
DEAD END
Southbound
CITY BOULEVARD WEST
Westbound
CITY PARKWAY SOUTH
Northbound
CITY BOULEVARD WEST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
07:45 0 0 0 0 0 6 2 8 42 0 43 85 12 13 0 25 118
08:00 0 0 0 0 0 5 4 9 53 0 48 101 14 7 0 21 131
08:15 0 0 0 0 0 10 1 11 45 0 47 92 13 8 0 21 124
08:30 0 0 0 0 0 8 3 11 38 0 42 80 18 3 0 21 112
Total Volume 0 0 0 0 0 29 10 39 178 0 180 358 57 31 0 88 485
% App. Total 0 0 0 0 74.4 25.6 49.7 0 50.3 64.8 35.2 0
PHF .000 .000 .000 .000 .000 .725 .625 .886 .840 .000 .938 .886 .792 .596 .000 .880 .926
DEAD END CITY BOULEVARD WEST CITY BOULEVARD WEST CITY PARKWAY SOUTH
Right
0
Thru
0
Left
0
InOut Total
0 0 0 Right0 Thru29 Left10 OutTotalIn209 39 248 Left
180
Thru
0
Right
178
Out TotalIn
67 358 425 Left0 Thru31 Right57 TotalOutIn209 88 297 Peak Hour Begins at 07:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-39
File Name : h1709011
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: CITY PARKWAY SOUTH
E-W Direction: CITY BOULEVARD WEST
DEAD END
Southbound
CITY BOULEVARD WEST
Westbound
CITY PARKWAY SOUTH
Northbound
CITY BOULEVARD WEST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00 0 0 0 0 0 18 61 79 23 0 39 62 76 7 0 83 224
17:15 0 0 0 0 0 21 44 65 11 0 40 51 69 9 0 78 194
17:30 0 0 0 0 0 16 36 52 13 0 20 33 75 8 0 83 168
17:45 0 0 0 0 0 21 44 65 21 0 36 57 49 8 0 57 179
Total Volume 0 0 0 0 0 76 185 261 68 0 135 203 269 32 0 301 765
% App. Total 0 0 0 0 29.1 70.9 33.5 0 66.5 89.4 10.6 0
PHF .000 .000 .000 .000 .000 .905 .758 .826 .739 .000 .844 .819 .885 .889 .000 .907 .854
DEAD END CITY BOULEVARD WEST CITY BOULEVARD WEST CITY PARKWAY SOUTH
Right
0
Thru
0
Left
0
InOut Total
0 0 0 Right0 Thru76 Left185 OutTotalIn100 261 361 Left
135
Thru
0
Right
68
Out TotalIn
454 203 657 Left0 Thru32 Right269 TotalOutIn211 301 512 Peak Hour Begins at 17:00
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-40
File Name : H1709012
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: CITY PARKWAY
E-W Direction: METROPOLITIAN DRIVE
Groups Printed- Turning Movements
CITY PARKWAY
Southbound
METROPOLITAN DRIVE
Westbound
DRIVEWAY
Northbound
METROPOLITAN DRIVE
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 0 0 9 48 32 0 0 1 0 0 97 23 210
07:15 3 1 5 37 63 2 1 0 0 0 119 8 239
07:30 0 0 11 59 79 1 0 0 0 1 168 21 340
07:45 3 0 15 67 115 1 0 0 0 0 108 18 327
Total 6 1 40 211 289 4 1 1 0 1 492 70 1116
08:00 2 1 15 67 105 3 0 0 0 0 98 12 303
08:15 3 0 11 75 98 3 1 0 0 1 106 33 331
08:30 3 1 17 61 86 6 1 0 0 0 68 24 267
08:45 5 0 16 59 71 0 1 0 0 0 55 29 236
Total 13 2 59 262 360 12 3 0 0 1 327 98 1137
*** BREAK ***
16:00 11 1 69 30 88 0 6 0 0 0 79 18 302
16:15 12 0 58 25 96 1 3 0 0 0 60 17 272
16:30 20 1 51 29 99 0 1 0 0 0 79 20 300
16:45 13 0 90 28 95 1 3 1 2 1 75 24 333
Total 56 2 268 112 378 2 13 1 2 1 293 79 1207
17:00 22 0 105 27 113 0 4 0 1 0 86 26 384
17:15 20 0 102 31 125 0 3 0 1 0 75 14 371
17:30 27 0 90 26 134 1 2 0 0 0 61 21 362
17:45 15 0 71 31 112 0 3 0 0 0 60 20 312
Total 84 0 368 115 484 1 12 0 2 0 282 81 1429
Grand Total 159 5 735 700 1511 19 29 2 4 3 1394 328 4889
Apprch %17.7 0.6 81.8 31.4 67.8 0.9 82.9 5.7 11.4 0.2 80.8 19
Total %3.3 0.1 15 14.3 30.9 0.4 0.6 0 0.1 0.1 28.5 6.7
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-41
File Name : H1709012
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: CITY PARKWAY
E-W Direction: METROPOLITIAN DRIVE
CITY PARKWAY
Southbound
METROPOLITAN DRIVE
Westbound
DRIVEWAY
Northbound
METROPOLITAN DRIVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30
07:30 0 0 11 11 59 79 1 139 0 0 0 0 1 168 21 190 340
07:45 3 0 15 18 67 115 1 183 0 0 0 0 0 108 18 126 327
08:00 2 1 15 18 67 105 3 175 0 0 0 0 0 98 12 110 303
08:15 3 0 11 14 75 98 3 176 1 0 0 1 1 106 33 140 331
Total Volume 8 1 52 61 268 397 8 673 1 0 0 1 2 480 84 566 1301
% App. Total 13.1 1.6 85.2 39.8 59 1.2 100 0 0 0.4 84.8 14.8
PHF .667 .250 .867 .847 .893 .863 .667 .919 .250 .000 .000 .250 .500 .714 .636 .745 .957
CITY PARKWAY METROPOLITAN DRIVE METROPOLITAN DRIVE DRIVEWAY
Right
8
Thru
1
Left
52
InOut Total
352 61 413 Right268 Thru397 Left8 OutTotalIn533 673 1206 Left
0
Thru
0
Right
1
Out TotalIn
11 1 12 Left84 Thru480 Right2 TotalOutIn405 566 971 Peak Hour Begins at 07:30
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-42
File Name : H1709012
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: CITY PARKWAY
E-W Direction: METROPOLITIAN DRIVE
CITY PARKWAY
Southbound
METROPOLITAN DRIVE
Westbound
DRIVEWAY
Northbound
METROPOLITAN DRIVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 13 0 90 103 28 95 1 124 3 1 2 6 1 75 24 100 333
17:00 22 0 105 127 27 113 0 140 4 0 1 5 0 86 26 112 384
17:15 20 0 102 122 31 125 0 156 3 0 1 4 0 75 14 89 371
17:30 27 0 90 117 26 134 1 161 2 0 0 2 0 61 21 82 362
Total Volume 82 0 387 469 112 467 2 581 12 1 4 17 1 297 85 383 1450
% App. Total 17.5 0 82.5 19.3 80.4 0.3 70.6 5.9 23.5 0.3 77.5 22.2
PHF .759 .000 .921 .923 .903 .871 .500 .902 .750 .250 .500 .708 .250 .863 .817 .855 .944
CITY PARKWAY METROPOLITAN DRIVE METROPOLITAN DRIVE DRIVEWAY
Right
82
Thru
0
Left
387
InOut Total
198 469 667 Right112 Thru467 Left2 OutTotalIn696 581 1277 Left
4
Thru
1
Right
12
Out TotalIn
3 17 20 Left85 Thru297 Right1 TotalOutIn553 383 936 Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-43
File Name : H1709013
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: SR-22 WB RAMP/DESIGNER D
E-W Direction: METROPOLITAN DRIVE
Groups Printed- Turning Movements
DESIGNER DRIVE
Southbound
METROPOLITAN DRIVE
Westbound
SR-22 WB RAMPS
Northbound
METROPOLITAN DRIVE
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 2 0 0 7 18 60 72 13 64 11 95 1 343
07:15 3 0 0 2 18 56 101 7 89 16 113 0 405
07:30 1 0 0 8 15 70 114 18 119 13 164 0 522
07:45 3 0 0 5 30 73 140 35 146 16 101 2 551
Total 9 0 0 22 81 259 427 73 418 56 473 3 1821
08:00 3 0 0 5 29 55 204 15 154 10 105 0 580
08:15 2 0 0 3 24 57 175 7 142 8 103 0 521
08:30 2 0 0 1 22 54 164 12 131 8 83 0 477
08:45 2 0 0 3 23 45 136 12 102 16 58 0 397
Total 9 0 0 12 98 211 679 46 529 42 349 0 1975
*** BREAK ***
16:00 15 0 0 6 18 122 58 14 88 23 115 1 460
16:15 6 0 0 7 32 110 56 12 98 24 105 0 450
16:30 10 0 0 7 30 156 58 8 54 20 123 1 467
16:45 10 0 0 5 36 137 42 12 90 37 126 1 496
Total 41 0 0 25 116 525 214 46 330 104 469 3 1873
17:00 10 0 0 4 46 159 39 20 80 52 146 1 557
17:15 9 0 0 6 39 179 45 18 108 41 138 1 584
17:30 8 0 0 5 42 149 84 13 109 30 127 0 567
17:45 12 0 0 7 30 107 60 18 107 30 95 2 468
Total 39 0 0 22 157 594 228 69 404 153 506 4 2176
Grand Total 98 0 0 81 452 1589 1548 234 1681 355 1797 10 7845
Apprch %100 0 0 3.8 21.3 74.9 44.7 6.8 48.5 16.4 83.1 0.5
Total %1.2 0 0 1 5.8 20.3 19.7 3 21.4 4.5 22.9 0.1
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-44
File Name : H1709013
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: SR-22 WB RAMP/DESIGNER D
E-W Direction: METROPOLITAN DRIVE
DESIGNER DRIVE
Southbound
METROPOLITAN DRIVE
Westbound
SR-22 WB RAMPS
Northbound
METROPOLITAN DRIVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30
07:30 1 0 0 1 8 15 70 93 114 18 119 251 13 164 0 177 522
07:45 3 0 0 3 5 30 73 108 140 35 146 321 16 101 2 119 551
08:00 3 0 0 3 5 29 55 89 204 15 154 373 10 105 0 115 580
08:15 2 0 0 2 3 24 57 84 175 7 142 324 8 103 0 111 521
Total Volume 9 0 0 9 21 98 255 374 633 75 561 1269 47 473 2 522 2174
% App. Total 100 0 0 5.6 26.2 68.2 49.9 5.9 44.2 9 90.6 0.4
PHF .750 .000 .000 .750 .656 .817 .873 .866 .776 .536 .911 .851 .734 .721 .250 .737 .937
DESIGNER DRIVE METROPOLITAN DRIVE METROPOLITAN DRIVE SR-22 WB RAMPS
Right
9
Thru
0
Left
0
InOut Total
98 9 107 Right21 Thru98 Left255 OutTotalIn1106 374 1480 Left
561
Thru
75
Right
633
Out TotalIn
302 1269 1571 Left2 Thru473 Right47 TotalOutIn668 522 1190 Peak Hour Begins at 07:30
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-45
File Name : H1709013
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: SR-22 WB RAMP/DESIGNER D
E-W Direction: METROPOLITAN DRIVE
DESIGNER DRIVE
Southbound
METROPOLITAN DRIVE
Westbound
SR-22 WB RAMPS
Northbound
METROPOLITAN DRIVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 10 0 0 10 5 36 137 178 42 12 90 144 37 126 1 164 496
17:00 10 0 0 10 4 46 159 209 39 20 80 139 52 146 1 199 557
17:15 9 0 0 9 6 39 179 224 45 18 108 171 41 138 1 180 584
17:30 8 0 0 8 5 42 149 196 84 13 109 206 30 127 0 157 567
Total Volume 37 0 0 37 20 163 624 807 210 63 387 660 160 537 3 700 2204
% App. Total 100 0 0 2.5 20.2 77.3 31.8 9.5 58.6 22.9 76.7 0.4
PHF .925 .000 .000 .925 .833 .886 .872 .901 .625 .788 .888 .801 .769 .920 .750 .879 .943
DESIGNER DRIVE METROPOLITAN DRIVE METROPOLITAN DRIVE SR-22 WB RAMPS
Right
37
Thru
0
Left
0
InOut Total
86 37 123 Right20 Thru163 Left624 OutTotalIn747 807 1554 Left
387
Thru
63
Right
210
Out TotalIn
784 660 1444 Left3 Thru537 Right160 TotalOutIn587 700 1287 Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-46
File Name : h1709014
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: THE CITY DRIVE
E-W Direction: METROPOLITAN DRIVE
Groups Printed- Turning Movements
THE CITY DRIVE
Southbound
DEAD END
Westbound
THE CITY DRIVE
Northbound
METROPOLITAN DRIVE
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 59 201 0 0 0 0 0 191 25 150 0 44 670
07:15 67 305 0 0 0 0 0 221 14 163 0 58 828
07:30 87 337 0 0 0 0 0 238 15 185 0 69 931
07:45 69 208 0 0 0 0 0 316 24 172 0 60 849
Total 282 1051 0 0 0 0 0 966 78 670 0 231 3278
08:00 65 302 0 0 0 0 0 278 25 181 0 120 971
08:15 59 275 0 0 0 0 0 248 24 166 0 109 881
08:30 57 303 0 0 0 0 0 181 18 152 0 94 805
08:45 52 159 0 0 0 0 0 163 18 121 0 85 598
Total 233 1039 0 0 0 0 0 870 85 620 0 408 3255
*** BREAK ***
16:00 108 187 0 0 0 0 0 179 24 140 0 38 676
16:15 127 167 0 0 0 0 0 218 23 127 0 34 696
16:30 158 205 0 0 0 0 0 212 29 129 0 51 784
16:45 153 209 0 0 0 0 0 268 35 139 0 28 832
Total 546 768 0 0 0 0 0 877 111 535 0 151 2988
17:00 178 250 0 0 0 0 0 309 46 140 0 31 954
17:15 162 228 0 0 0 0 0 288 41 158 0 36 913
17:30 158 202 0 0 0 0 0 278 48 150 0 58 894
17:45 103 180 0 0 0 0 0 280 37 125 0 36 761
Total 601 860 0 0 0 0 0 1155 172 573 0 161 3522
Grand Total 1662 3718 0 0 0 0 0 3868 446 2398 0 951 13043
Apprch %30.9 69.1 0 0 0 0 0 89.7 10.3 71.6 0 28.4
Total %12.7 28.5 0 0 0 0 0 29.7 3.4 18.4 0 7.3
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-47
File Name : h1709014
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: THE CITY DRIVE
E-W Direction: METROPOLITAN DRIVE
THE CITY DRIVE
Southbound
DEAD END
Westbound
THE CITY DRIVE
Northbound
METROPOLITAN DRIVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30
07:30 87 337 0 424 0 0 0 0 0 238 15 253 185 0 69 254 931
07:45 69 208 0 277 0 0 0 0 0 316 24 340 172 0 60 232 849
08:00 65 302 0 367 0 0 0 0 0 278 25 303 181 0 120 301 971
08:15 59 275 0 334 0 0 0 0 0 248 24 272 166 0 109 275 881
Total Volume 280 1122 0 1402 0 0 0 0 0 1080 88 1168 704 0 358 1062 3632
% App. Total 20 80 0 0 0 0 0 92.5 7.5 66.3 0 33.7
PHF .805 .832 .000 .827 .000 .000 .000 .000 .000 .854 .880 .859 .951 .000 .746 .882 .935
THE CITY DRIVE METROPOLITAN DRIVE DEAD END THE CITY DRIVE
Right
280
Thru
1122
Left
0
InOut Total
1438 1402 2840 Right0 Thru0 Left0 OutTotalIn0 0 0 Left
88
Thru
1080
Right
0
Out TotalIn
1826 1168 2994 Left358 Thru0 Right704 TotalOutIn368 1062 1430 Peak Hour Begins at 07:30
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-48
File Name : h1709014
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: THE CITY DRIVE
E-W Direction: METROPOLITAN DRIVE
THE CITY DRIVE
Southbound
DEAD END
Westbound
THE CITY DRIVE
Northbound
METROPOLITAN DRIVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 153 209 0 362 0 0 0 0 0 268 35 303 139 0 28 167 832
17:00 178 250 0 428 0 0 0 0 0 309 46 355 140 0 31 171 954
17:15 162 228 0 390 0 0 0 0 0 288 41 329 158 0 36 194 913
17:30 158 202 0 360 0 0 0 0 0 278 48 326 150 0 58 208 894
Total Volume 651 889 0 1540 0 0 0 0 0 1143 170 1313 587 0 153 740 3593
% App. Total 42.3 57.7 0 0 0 0 0 87.1 12.9 79.3 0 20.7
PHF .914 .889 .000 .900 .000 .000 .000 .000 .000 .925 .885 .925 .929 .000 .659 .889 .942
THE CITY DRIVE METROPOLITAN DRIVE DEAD END THE CITY DRIVE
Right
651
Thru
889
Left
0
InOut Total
1296 1540 2836 Right0 Thru0 Left0 OutTotalIn0 0 0 Left
170
Thru
1143
Right
0
Out TotalIn
1476 1313 2789 Left153 Thru0 Right587 TotalOutIn821 740 1561 Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-49
File Name : H1709045
Site Code : 00000000
Start Date : 9/26/2017
Page No : 1
City: ORANGE
N-S Direction: THE CITY DRIVE
E-W Direction: SR-22 EB RAMPS
Groups Printed- Turning Movements
THE CITY DRIVE
Southbound
DRIVEWAY
Westbound
THE CITY DRIVE
Northbound
SR-22 EB RAMPS
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 105 201 4 0 1 0 0 130 64 8 0 81 594
07:15 193 221 12 3 1 0 4 155 82 13 4 67 755
07:30 203 279 17 1 4 0 1 155 73 8 4 78 823
07:45 176 270 39 1 0 0 2 177 50 10 4 126 855
Total 677 971 72 5 6 0 7 617 269 39 12 352 3027
08:00 148 253 21 1 0 1 4 142 36 17 4 114 741
08:15 212 220 25 0 1 0 4 166 35 20 7 98 788
08:30 169 221 19 2 3 0 2 146 35 24 4 88 713
08:45 75 202 11 1 1 1 2 100 21 24 4 113 555
Total 604 896 76 4 5 2 12 554 127 85 19 413 2797
*** BREAK ***
16:00 135 180 4 8 11 1 1 126 55 22 1 74 618
16:15 142 155 7 5 10 2 1 138 59 33 1 75 628
16:30 158 230 1 6 13 3 0 166 51 24 0 79 731
16:45 127 192 3 6 9 0 2 172 48 28 1 97 685
Total 562 757 15 25 43 6 4 602 213 107 3 325 2662
17:00 159 249 2 18 34 8 1 204 64 45 0 100 884
17:15 163 218 2 5 21 3 0 220 44 31 1 117 825
17:30 174 226 0 10 16 7 4 211 51 38 0 133 870
17:45 155 205 2 2 12 1 2 198 55 30 1 88 751
Total 651 898 6 35 83 19 7 833 214 144 2 438 3330
Grand Total 2494 3522 169 69 137 27 30 2606 823 375 36 1528 11816
Apprch %40.3 56.9 2.7 29.6 58.8 11.6 0.9 75.3 23.8 19.3 1.9 78.8
Total %21.1 29.8 1.4 0.6 1.2 0.2 0.3 22.1 7 3.2 0.3 12.9
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-50
File Name : H1709045
Site Code : 00000000
Start Date : 9/26/2017
Page No : 2
City: ORANGE
N-S Direction: THE CITY DRIVE
E-W Direction: SR-22 EB RAMPS
THE CITY DRIVE
Southbound
DRIVEWAY
Westbound
THE CITY DRIVE
Northbound
SR-22 EB RAMPS
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30
07:30 203 279 17 499 1 4 0 5 1 155 73 229 8 4 78 90 823
07:45 176 270 39 485 1 0 0 1 2 177 50 229 10 4 126 140 855
08:00 148 253 21 422 1 0 1 2 4 142 36 182 17 4 114 135 741
08:15 212 220 25 457 0 1 0 1 4 166 35 205 20 7 98 125 788
Total Volume 739 1022 102 1863 3 5 1 9 11 640 194 845 55 19 416 490 3207
% App. Total 39.7 54.9 5.5 33.3 55.6 11.1 1.3 75.7 23 11.2 3.9 84.9
PHF .871 .916 .654 .933 .750 .313 .250 .450 .688 .904 .664 .922 .688 .679 .825 .875 .938
THE CITY DRIVE SR-22 EB RAMPS DRIVEWAY THE CITY DRIVE
Right
739
Thru
1022
Left
102
InOut Total
1059 1863 2922 Right3 Thru5 Left1 OutTotalIn132 9 141 Left
194
Thru
640
Right
11
Out TotalIn
1078 845 1923 Left416 Thru19 Right55 TotalOutIn938 490 1428 Peak Hour Begins at 07:30
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-51
File Name : H1709045
Site Code : 00000000
Start Date : 9/26/2017
Page No : 3
City: ORANGE
N-S Direction: THE CITY DRIVE
E-W Direction: SR-22 EB RAMPS
THE CITY DRIVE
Southbound
DRIVEWAY
Westbound
THE CITY DRIVE
Northbound
SR-22 EB RAMPS
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00 159 249 2 410 18 34 8 60 1 204 64 269 45 0 100 145 884
17:15 163 218 2 383 5 21 3 29 0 220 44 264 31 1 117 149 825
17:30 174 226 0 400 10 16 7 33 4 211 51 266 38 0 133 171 870
17:45 155 205 2 362 2 12 1 15 2 198 55 255 30 1 88 119 751
Total Volume 651 898 6 1555 35 83 19 137 7 833 214 1054 144 2 438 584 3330
% App. Total 41.9 57.7 0.4 25.5 60.6 13.9 0.7 79 20.3 24.7 0.3 75
PHF .935 .902 .750 .948 .486 .610 .594 .571 .438 .947 .836 .980 .800 .500 .823 .854 .942
THE CITY DRIVE SR-22 EB RAMPS DRIVEWAY THE CITY DRIVE
Right
651
Thru
898
Left
6
InOut Total
1306 1555 2861 Right35 Thru83 Left19 OutTotalIn15 137 152 Left
214
Thru
833
Right
7
Out TotalIn
1061 1054 2115 Left438 Thru2 Right144 TotalOutIn948 584 1532 Peak Hour Begins at 17:00
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-52
File Name : H1709015
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: LEWIS STREET
E-W Direction: PROJECT DRIVEWAY A
Groups Printed- Turning Movements
LEWIS STREET
Southbound
PROJECT DRIVEWAY A
Westbound
LEWIS STREET
Northbound
DRIVEWAY
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 24 146 0 6 0 2 0 130 7 3 0 8 326
07:15 38 182 1 1 0 1 0 147 7 1 0 0 378
07:30 49 241 0 2 0 3 0 158 8 0 0 1 462
07:45 63 263 0 2 0 1 0 177 2 0 0 1 509
Total 174 832 1 11 0 7 0 612 24 4 0 10 1675
08:00 21 245 0 3 0 2 0 149 1 0 0 1 422
08:15 31 233 0 4 0 3 0 144 3 2 0 3 423
08:30 22 195 0 2 0 1 0 142 5 0 0 3 370
08:45 13 173 0 3 0 1 0 109 4 0 0 0 303
Total 87 846 0 12 0 7 0 544 13 2 0 7 1518
*** BREAK ***
16:00 4 136 0 3 0 0 0 206 0 7 0 17 373
16:15 10 141 0 0 0 0 0 215 2 9 0 15 392
16:30 6 169 0 0 0 2 0 214 3 9 0 13 416
16:45 7 179 0 0 0 0 0 226 1 10 0 20 443
Total 27 625 0 3 0 2 0 861 6 35 0 65 1624
17:00 16 172 0 1 0 0 0 270 3 13 0 13 488
17:15 8 161 0 1 0 1 0 269 2 12 0 14 468
17:30 4 183 0 3 0 2 0 254 3 11 0 20 480
17:45 5 158 0 1 0 0 0 206 2 3 0 6 381
Total 33 674 0 6 0 3 0 999 10 39 0 53 1817
Grand Total 321 2977 1 32 0 19 0 3016 53 80 0 135 6634
Apprch %9.7 90.2 0 62.7 0 37.3 0 98.3 1.7 37.2 0 62.8
Total %4.8 44.9 0 0.5 0 0.3 0 45.5 0.8 1.2 0 2
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-53
File Name : H1709015
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: LEWIS STREET
E-W Direction: PROJECT DRIVEWAY A
LEWIS STREET
Southbound
PROJECT DRIVEWAY A
Westbound
LEWIS STREET
Northbound
DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30
07:30 49 241 0 290 2 0 3 5 0 158 8 166 0 0 1 1 462
07:45 63 263 0 326 2 0 1 3 0 177 2 179 0 0 1 1 509
08:00 21 245 0 266 3 0 2 5 0 149 1 150 0 0 1 1 422
08:15 31 233 0 264 4 0 3 7 0 144 3 147 2 0 3 5 423
Total Volume 164 982 0 1146 11 0 9 20 0 628 14 642 2 0 6 8 1816
% App. Total 14.3 85.7 0 55 0 45 0 97.8 2.2 25 0 75
PHF .651 .933 .000 .879 .688 .000 .750 .714 .000 .887 .438 .897 .250 .000 .500 .400 .892
LEWIS STREET DRIVEWAY PROJECT DRIVEWAY A LEWIS STREET
Right
164
Thru
982
Left
0
InOut Total
645 1146 1791 Right11 Thru0 Left9 OutTotalIn0 20 20 Left
14
Thru
628
Right
0
Out TotalIn
993 642 1635 Left6 Thru0 Right2 TotalOutIn178 8 186 Peak Hour Begins at 07:30
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-54
File Name : H1709015
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: LEWIS STREET
E-W Direction: PROJECT DRIVEWAY A
LEWIS STREET
Southbound
PROJECT DRIVEWAY A
Westbound
LEWIS STREET
Northbound
DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 7 179 0 186 0 0 0 0 0 226 1 227 10 0 20 30 443
17:00 16 172 0 188 1 0 0 1 0 270 3 273 13 0 13 26 488
17:15 8 161 0 169 1 0 1 2 0 269 2 271 12 0 14 26 468
17:30 4 183 0 187 3 0 2 5 0 254 3 257 11 0 20 31 480
Total Volume 35 695 0 730 5 0 3 8 0 1019 9 1028 46 0 67 113 1879
% App. Total 4.8 95.2 0 62.5 0 37.5 0 99.1 0.9 40.7 0 59.3
PHF .547 .949 .000 .971 .417 .000 .375 .400 .000 .944 .750 .941 .885 .000 .838 .911 .963
LEWIS STREET DRIVEWAY PROJECT DRIVEWAY A LEWIS STREET
Right
35
Thru
695
Left
0
InOut Total
1091 730 1821 Right5 Thru0 Left3 OutTotalIn0 8 8 Left
9
Thru
1019
Right
0
Out TotalIn
744 1028 1772 Left67 Thru0 Right46 TotalOutIn44 113 157 Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-55
File Name : H1709016
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: LEWIS STREET
E-W Direction: PROJECT DRIVEWAY B
Groups Printed- Turning Movements
LEWIS STREET
Southbound
PROJECT DRIVEWAY B
Westbound
LEWIS STREET
Northbound
DEAD END
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 0 147 0 0 0 0 2 139 0 0 0 0 288
07:15 0 186 1 0 0 0 0 156 0 0 0 0 343
07:30 0 250 1 1 0 0 2 163 0 0 0 0 417
07:45 0 257 2 2 0 1 0 175 0 0 0 0 437
Total 0 840 4 3 0 1 4 633 0 0 0 0 1485
08:00 0 245 2 0 0 0 0 151 0 0 0 0 398
08:15 0 243 2 0 0 1 2 148 0 0 0 0 396
08:30 0 197 0 0 0 0 0 145 0 0 0 0 342
08:45 0 166 2 1 0 0 1 113 0 0 0 0 283
Total 0 851 6 1 0 1 3 557 0 0 0 0 1419
*** BREAK ***
16:00 0 144 1 0 0 0 1 203 0 0 0 0 349
16:15 0 134 3 2 0 0 2 219 0 0 0 0 360
16:30 0 187 2 2 0 0 1 211 0 0 0 0 403
16:45 0 189 1 0 0 0 1 229 0 0 0 0 420
Total 0 654 7 4 0 0 5 862 0 0 0 0 1532
17:00 0 186 0 0 0 0 2 292 0 0 0 0 480
17:15 0 170 3 1 0 0 3 253 0 0 0 0 430
17:30 0 193 4 0 0 0 5 259 0 0 0 0 461
17:45 0 156 5 2 0 0 2 202 0 0 0 0 367
Total 0 705 12 3 0 0 12 1006 0 0 0 0 1738
Grand Total 0 3050 29 11 0 2 24 3058 0 0 0 0 6174
Apprch %0 99.1 0.9 84.6 0 15.4 0.8 99.2 0 0 0 0
Total %0 49.4 0.5 0.2 0 0 0.4 49.5 0 0 0 0
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-56
File Name : H1709016
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: LEWIS STREET
E-W Direction: PROJECT DRIVEWAY B
LEWIS STREET
Southbound
PROJECT DRIVEWAY B
Westbound
LEWIS STREET
Northbound
DEAD END
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30
07:30 0 250 1 251 1 0 0 1 2 163 0 165 0 0 0 0 417
07:45 0 257 2 259 2 0 1 3 0 175 0 175 0 0 0 0 437
08:00 0 245 2 247 0 0 0 0 0 151 0 151 0 0 0 0 398
08:15 0 243 2 245 0 0 1 1 2 148 0 150 0 0 0 0 396
Total Volume 0 995 7 1002 3 0 2 5 4 637 0 641 0 0 0 0 1648
% App. Total 0 99.3 0.7 60 0 40 0.6 99.4 0 0 0 0
PHF .000 .968 .875 .967 .375 .000 .500 .417 .500 .910 .000 .916 .000 .000 .000 .000 .943
LEWIS STREET DEAD END PROJECT DRIVEWAY B LEWIS STREET
Right
0
Thru
995
Left
7
InOut Total
640 1002 1642 Right3 Thru0 Left2 OutTotalIn11 5 16 Left
0
Thru
637
Right
4
Out TotalIn
997 641 1638 Left0 Thru0 Right0 TotalOutIn0 0 0 Peak Hour Begins at 07:30
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-57
File Name : H1709016
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: LEWIS STREET
E-W Direction: PROJECT DRIVEWAY B
LEWIS STREET
Southbound
PROJECT DRIVEWAY B
Westbound
LEWIS STREET
Northbound
DEAD END
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 0 189 1 190 0 0 0 0 1 229 0 230 0 0 0 0 420
17:00 0 186 0 186 0 0 0 0 2 292 0 294 0 0 0 0 480
17:15 0 170 3 173 1 0 0 1 3 253 0 256 0 0 0 0 430
17:30 0 193 4 197 0 0 0 0 5 259 0 264 0 0 0 0 461
Total Volume 0 738 8 746 1 0 0 1 11 1033 0 1044 0 0 0 0 1791
% App. Total 0 98.9 1.1 100 0 0 1.1 98.9 0 0 0 0
PHF .000 .956 .500 .947 .250 .000 .000 .250 .550 .884 .000 .888 .000 .000 .000 .000 .933
LEWIS STREET DEAD END PROJECT DRIVEWAY B LEWIS STREET
Right
0
Thru
738
Left
8
InOut Total
1034 746 1780 Right1 Thru0 Left0 OutTotalIn19 1 20 Left
0
Thru
1033
Right
11
Out TotalIn
738 1044 1782 Left0 Thru0 Right0 TotalOutIn0 0 0 Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-58
File Name : H1709017
Site Code : 00000000
Start Date : 9/7/2017
Page No : 1
City: ORANGE
N-S Direction: CITY BOULEVARD
E-W Direction: PROJECT DRIVEWAY C
Groups Printed- Turning Movements
CITY BOULEVARD
Southbound
DEAD END
Westbound
CITY BOULEVARD
Northbound
PROJECT DRIVEWAY C
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total
07:00 4 6 0 0 0 0 0 15 0 10 0 17 52
07:15 7 12 0 0 0 0 0 21 0 12 0 19 71
07:30 6 17 0 0 0 0 0 12 3 14 0 17 69
07:45 6 34 0 0 0 0 0 20 3 13 0 21 97
Total 23 69 0 0 0 0 0 68 6 49 0 74 289
08:00 5 16 0 0 0 0 0 19 4 12 0 18 74
08:15 6 27 0 0 0 0 0 14 8 9 0 10 74
08:30 9 25 0 0 0 0 0 11 4 11 0 17 77
08:45 4 20 0 0 0 0 0 10 2 10 0 11 57
Total 24 88 0 0 0 0 0 54 18 42 0 56 282
*** BREAK ***
16:00 14 23 0 0 0 0 0 23 4 2 0 8 74
16:15 5 23 0 0 0 0 0 8 8 5 0 5 54
16:30 14 28 0 0 0 0 0 12 6 4 0 5 69
16:45 13 30 0 0 0 0 0 11 10 5 0 5 74
Total 46 104 0 0 0 0 0 54 28 16 0 23 271
17:00 19 49 0 0 0 0 0 25 5 3 0 7 108
17:15 18 29 0 0 0 0 0 19 12 4 0 8 90
17:30 16 15 0 0 0 0 0 26 5 4 0 8 74
17:45 19 15 0 0 0 0 0 15 9 2 0 14 74
Total 72 108 0 0 0 0 0 85 31 13 0 37 346
Grand Total 165 369 0 0 0 0 0 261 83 120 0 190 1188
Apprch %30.9 69.1 0 0 0 0 0 75.9 24.1 38.7 0 61.3
Total %13.9 31.1 0 0 0 0 0 22 7 10.1 0 16
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-59
File Name : H1709017
Site Code : 00000000
Start Date : 9/7/2017
Page No : 2
City: ORANGE
N-S Direction: CITY BOULEVARD
E-W Direction: PROJECT DRIVEWAY C
CITY BOULEVARD
Southbound
DEAD END
Westbound
CITY BOULEVARD
Northbound
PROJECT DRIVEWAY C
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
07:45 6 34 0 40 0 0 0 0 0 20 3 23 13 0 21 34 97
08:00 5 16 0 21 0 0 0 0 0 19 4 23 12 0 18 30 74
08:15 6 27 0 33 0 0 0 0 0 14 8 22 9 0 10 19 74
08:30 9 25 0 34 0 0 0 0 0 11 4 15 11 0 17 28 77
Total Volume 26 102 0 128 0 0 0 0 0 64 19 83 45 0 66 111 322
% App. Total 20.3 79.7 0 0 0 0 0 77.1 22.9 40.5 0 59.5
PHF .722 .750 .000 .800 .000 .000 .000 .000 .000 .800 .594 .902 .865 .000 .786 .816 .830
CITY BOULEVARD PROJECT DRIVEWAY C DEAD END CITY BOULEVARD
Right
26
Thru
102
Left
0
InOut Total
130 128 258 Right0 Thru0 Left0 OutTotalIn0 0 0 Left
19
Thru
64
Right
0
Out TotalIn
147 83 230 Left66 Thru0 Right45 TotalOutIn45 111 156 Peak Hour Begins at 07:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-60
File Name : H1709017
Site Code : 00000000
Start Date : 9/7/2017
Page No : 3
City: ORANGE
N-S Direction: CITY BOULEVARD
E-W Direction: PROJECT DRIVEWAY C
CITY BOULEVARD
Southbound
DEAD END
Westbound
CITY BOULEVARD
Northbound
PROJECT DRIVEWAY C
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 13 30 0 43 0 0 0 0 0 11 10 21 5 0 5 10 74
17:00 19 49 0 68 0 0 0 0 0 25 5 30 3 0 7 10 108
17:15 18 29 0 47 0 0 0 0 0 19 12 31 4 0 8 12 90
17:30 16 15 0 31 0 0 0 0 0 26 5 31 4 0 8 12 74
Total Volume 66 123 0 189 0 0 0 0 0 81 32 113 16 0 28 44 346
% App. Total 34.9 65.1 0 0 0 0 0 71.7 28.3 36.4 0 63.6
PHF .868 .628 .000 .695 .000 .000 .000 .000 .000 .779 .667 .911 .800 .000 .875 .917 .801
CITY BOULEVARD PROJECT DRIVEWAY C DEAD END CITY BOULEVARD
Right
66
Thru
123
Left
0
InOut Total
109 189 298 Right0 Thru0 Left0 OutTotalIn0 0 0 Left
32
Thru
81
Right
0
Out TotalIn
139 113 252 Left28 Thru0 Right16 TotalOutIn98 44 142 Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
B-61
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Sub-Dividers.doc
APPENDIX B-II
ROADWAY SEGMENT COUNTS
B-62
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
ORANGESite::STATE COLLEGE BOULEVARDLocation
Date::I-5 SB RAMPS & CHAPMAN AVESegment 09/26/17
:LL&GClient
Interval Combined Day:NB SB Tuesday
Begin PMAMPMAMPMAM
12:00 140 223 852 33 115 244 937 255 1,7894646779
12:15 183 30 21232 39562
12:30 208 22 25530 46352
12:45 238 30 22632 46462
01:00 74 174 799 16 57 229 964 131 1,7632040336
01:15 200 19 25023 45042
01:30 223 12 24915 47227
01:45 202 10 23616 43826
02:00 45 217 906 14 51 205 872 96 1,778942223
02:15 216 11 20610 42221
02:30 218 16 22316 44132
02:45 255 10 23810 49320
03:00 60 256 1,021 19 69 236 1,047 129 2,0681049229
03:15 224 12 23014 45426
03:30 280 12 27118 55130
03:45 261 26 31018 57144
04:00 126 304 1,312 8 119 320 1,490 245 2,8021662424
04:15 320 26 34019 66045
04:30 360 37 42635 78672
04:45 328 48 40456 732104
05:00 260 408 1,579 34 306 426 2,092 566 3,6713483468
05:15 430 58 55860 988118
05:30 372 90 55662 928152
05:45 369 124 552104 921228
06:00 648 326 1,204 122 819 444 1,345 1,467 2,549128770250
06:15 301 141 330134 631275
06:30 300 202 291192 591394
06:45 277 354 280194 557548
07:00 847 196 757 388 2,356 210 834 3,203 1,591199406587
07:15 194 594 222182 416776
07:30 182 668 210222 392890
07:45 185 706 192244 377950
08:00 828 132 593 581 2,199 170 574 3,027 1,167226302807
08:15 156 579 140214 296793
08:30 159 622 138188 297810
08:45 146 417 126200 272617
09:00 563 144 562 316 1,010 136 461 1,573 1,023152280468
09:15 164 252 100151 264403
09:30 137 240 111136 248376
09:45 117 202 114124 231326
10:00 524 121 418 214 853 104 334 1,377 752130225344
10:15 126 197 94102 220299
10:30 96 240 74144 170384
10:45 75 202 62148 137350
11:00 671 72 241 205 888 54 189 1,559 430154126359
11:15 60 194 50176 110370
11:30 55 241 51170 106411
11:45 54 248 34171 88419
Totals 4,786 10,244 8,842 11,139 13,628 21,383
Split%47.9 64.9 52.135.1
Day Totals 19,981 35,01115,030
Day Splits 42.9 57.1
Peak Hour 07:30 05:00 07:15 05:15 07:30 05:00
Volume 906 1,579 2,549 2,110 3,440 3,671
Factor 0.93 0.92 0.90 0.95 0.91 0.93
Printed :9/29/2017Data File :D1709048*
B-63
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
ORANGESite::CHAPMAN AVENUELocation
Date::LEWIS ST TO MANCHESTER AVESegment 09/07/17
:LL&GClient
Interval Combined Day:EB WB Thursday
Begin PMAMPMAMPMAM
12:00 102 258 1,007 42 142 197 849 244 1,8563345575
12:15 244 39 22023 46462
12:30 260 34 19628 45662
12:45 245 27 23618 48145
01:00 79 224 956 23 107 205 850 186 1,8062342946
01:15 249 28 20620 45548
01:30 233 30 20921 44251
01:45 250 26 23015 48041
02:00 70 246 1,180 15 72 224 913 142 2,0931847033
02:15 316 18 23422 55040
02:30 302 23 24218 54441
02:45 316 16 21312 52928
03:00 87 293 1,235 13 64 309 1,180 151 2,4151260225
03:15 321 18 27417 59535
03:30 326 13 25824 58437
03:45 295 20 33934 63454
04:00 256 284 1,277 17 69 336 1,465 325 2,7423762054
04:15 324 16 36845 69261
04:30 306 17 41083 716100
04:45 363 19 35191 714110
05:00 479 374 1,410 24 161 384 1,640 640 3,0507275896
05:15 380 38 471114 851152
05:30 340 44 396144 736188
05:45 316 55 389149 705204
06:00 1,090 326 1,163 60 385 368 1,408 1,475 2,571166694226
06:15 334 98 350212 684310
06:30 263 108 346306 609414
06:45 240 119 344406 584525
07:00 1,644 248 893 148 827 286 975 2,471 1,868416534564
07:15 231 180 244469 475649
07:30 202 242 235397 437639
07:45 212 257 210362 422619
08:00 1,511 195 700 229 788 186 715 2,299 1,415420381649
08:15 174 212 182399 356611
08:30 175 188 181364 356552
08:45 156 159 166328 322487
09:00 991 134 587 184 669 132 632 1,660 1,219275266459
09:15 148 158 172248 320406
09:30 162 178 172250 334428
09:45 143 149 156218 299367
10:00 874 108 436 168 675 110 449 1,549 885224218392
10:15 128 159 123218 251377
10:30 104 170 98240 202410
10:45 96 178 118192 214370
11:00 878 74 259 180 728 92 300 1,606 559192166372
11:15 81 170 74204 155374
11:30 58 178 73242 131420
11:45 46 200 61240 107440
Totals 8,061 11,103 4,687 11,376 12,748 22,479
Split%49.4 36.8 50.663.2
Day Totals 16,063 35,22719,164
Day Splits 54.4 45.6
Peak Hour 06:45 04:45 07:30 05:00 07:15 04:45
Volume 1,688 1,457 940 1,640 2,556 3,059
Factor 0.90 0.96 0.91 0.87 0.98 0.90
Printed :9/11/2017Data File :D1709003
B-64
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
ORANGESite::CHAPMAN AVENUELocation
Date::MANCHESTER TO THE CITY DRIVESegment 09/07/17
:LL&GClient
Interval Combined Day:EB WB Thursday
Begin PMAMPMAMPMAM
12:00 124 306 1,198 34 126 260 1,019 250 2,2173956673
12:15 288 40 22535 51375
12:30 306 27 26230 56857
12:45 298 25 27220 57045
01:00 89 260 1,182 26 105 274 995 194 2,1772753453
01:15 294 29 23223 52652
01:30 312 28 24625 55853
01:45 316 22 24314 55936
02:00 82 298 1,353 16 70 250 1,059 152 2,4122454840
02:15 367 22 25022 61744
02:30 332 14 25223 58437
02:45 356 18 30713 66331
03:00 95 343 1,558 19 73 292 1,216 168 2,7741563534
03:15 394 13 28022 67435
03:30 419 20 30624 72544
03:45 402 21 33834 74055
04:00 259 402 1,740 17 96 368 1,489 355 3,2293577052
04:15 444 18 38948 83366
04:30 432 30 36480 796110
04:45 462 31 36896 830127
05:00 519 472 1,834 38 261 424 1,639 780 3,47390896128
05:15 470 57 429119 899176
05:30 462 74 390150 852224
05:45 430 92 396160 826252
06:00 1,141 400 1,385 110 645 342 1,348 1,786 2,733164742274
06:15 382 148 346240 728388
06:30 304 165 346330 650495
06:45 299 222 314407 613629
07:00 1,792 283 1,034 224 1,259 296 995 3,051 2,029444579668
07:15 252 320 238483 490803
07:30 254 329 234460 488789
07:45 245 386 227405 472791
08:00 1,682 214 774 310 1,080 192 711 2,762 1,485463406773
08:15 182 303 178445 360748
08:30 192 230 178404 370634
08:45 186 237 163370 349607
09:00 1,178 172 679 216 837 180 647 2,015 1,326330352546
09:15 168 209 158288 326497
09:30 174 194 168294 342488
09:45 165 218 141266 306484
10:00 1,034 130 489 181 807 123 456 1,841 945251253432
10:15 127 204 108279 235483
10:30 126 209 137278 263487
10:45 106 213 88226 194439
11:00 1,094 104 318 222 915 99 323 2,009 641266203488
11:15 86 208 86251 172459
11:30 72 245 74275 146520
11:45 56 240 64302 120542
Totals 9,089 13,544 6,274 11,897 15,363 25,441
Split%53.2 40.8 46.859.2
Day Totals 18,171 40,80422,633
Day Splits 55.5 44.5
Peak Hour 07:15 04:45 07:15 05:00 07:15 04:45
Volume 1,811 1,866 1,345 1,639 3,156 3,477
Factor 0.94 0.99 0.87 0.96 0.98 0.97
Printed :9/11/2017Data File :D1709004*
B-65
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
ORANGESite::CHAPMAN AVENUELocation
Date::THE CITY DR TO I-5 SB RAMPSSegment 09/07/17
:LL&GClient
Interval Combined Day:EB WB Thursday
Begin PMAMPMAMPMAM
12:00 196 450 1,597 34 126 278 1,157 322 2,7546472898
12:15 394 32 27850 67282
12:30 418 32 30048 71880
12:45 335 28 30134 63662
01:00 107 362 1,628 23 91 292 1,053 198 2,6813265455
01:15 450 27 24626 69653
01:30 380 25 27033 65058
01:45 436 16 24516 68132
02:00 95 434 1,854 18 77 260 1,081 172 2,9351969437
02:15 497 13 27029 76742
02:30 472 23 25826 73049
02:45 451 23 29321 74444
03:00 108 502 2,175 22 103 321 1,257 211 3,4321882340
03:15 547 22 28624 83346
03:30 594 31 31632 91063
03:45 532 28 33434 86662
04:00 294 497 2,222 28 161 354 1,490 455 3,7123485162
04:15 487 27 35366 84093
04:30 555 47 39294 947141
04:45 683 59 391100 1,074159
05:00 570 758 2,602 39 327 426 1,702 897 4,304921,184131
05:15 710 68 442136 1,152204
05:30 626 84 406158 1,032242
05:45 508 136 428184 936320
06:00 1,321 504 1,684 140 783 410 1,570 2,104 3,254193914333
06:15 427 186 394285 821471
06:30 394 202 416409 810611
06:45 359 255 350434 709689
07:00 2,141 358 1,321 238 1,251 300 986 3,392 2,307527658765
07:15 330 302 246536 576838
07:30 357 323 230554 587877
07:45 276 388 210524 486912
08:00 1,961 288 960 334 1,149 198 751 3,110 1,711536486870
08:15 236 313 176538 412851
08:30 214 260 204494 418754
08:45 222 242 173393 395635
09:00 1,439 245 939 254 904 164 640 2,343 1,579401409655
09:15 266 216 160374 426590
09:30 223 190 162336 385526
09:45 205 244 154328 359572
10:00 1,329 206 686 206 877 135 497 2,206 1,183307341513
10:15 185 207 116322 301529
10:30 155 248 130368 285616
10:45 140 216 116332 256548
11:00 1,488 141 400 230 982 98 331 2,470 731370239600
11:15 104 216 91314 195530
11:30 84 300 86376 170676
11:45 71 236 56428 127664
Totals 11,049 18,068 6,831 12,515 17,880 30,583
Split%59.1 38.2 40.961.8
Day Totals 19,346 48,46329,117
Day Splits 60.1 39.9
Peak Hour 07:30 04:45 07:30 05:00 07:30 04:45
Volume 2,152 2,777 1,358 1,702 3,510 4,442
Factor 0.97 0.92 0.88 0.96 0.96 0.94
Printed :9/11/2017Data File :D1709005*
B-66
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
ORANGESite::LEWIS STREETLocation
Date::CHAPMAN TO LAMPSONSegment 09/07/17
:LL&GClient
Interval Combined Day:NB SB Thursday
Begin PMAMPMAMPMAM
12:00 60 104 514 9 39 97 429 99 9431020119
12:15 114 14 11219 22633
12:30 138 9 11617 25426
12:45 158 7 10414 26221
01:00 28 148 500 7 27 98 381 55 8811124618
01:15 112 7 864 19811
01:30 114 7 987 21214
01:45 126 6 996 22512
02:00 21 144 597 1 13 78 406 34 1,00362227
02:15 139 4 1043 2437
02:30 159 4 1025 2619
02:45 155 4 1227 27711
03:00 32 190 707 2 21 146 525 53 1,23273369
03:15 184 4 1216 30510
03:30 174 4 12610 30014
03:45 159 11 1329 29120
04:00 74 212 845 6 35 126 574 109 1,4191133817
04:15 186 4 13813 32417
04:30 232 13 15022 38235
04:45 215 12 16028 37540
05:00 175 330 1,077 13 112 179 749 287 1,8262350936
05:15 260 32 18630 44662
05:30 249 31 20055 44986
05:45 238 36 18467 422103
06:00 455 263 976 46 316 155 536 771 1,51266418112
06:15 241 64 17592 416156
06:30 250 78 104157 354235
06:45 222 128 102140 324268
07:00 771 202 630 173 801 82 347 1,572 977160284333
07:15 165 160 95186 260346
07:30 155 208 76220 231428
07:45 108 260 94205 202465
08:00 592 92 358 242 804 69 245 1,396 603172161414
08:15 102 188 65148 167336
08:30 93 196 56142 149338
08:45 71 178 55130 126308
09:00 396 94 285 130 380 170 377 776 662112264242
09:15 80 81 8796 167177
09:30 66 80 7598 141178
09:45 45 89 4590 90179
10:00 376 58 172 66 278 84 338 654 510124142190
10:15 49 69 14864 197133
10:30 34 69 8084 114153
10:45 31 74 26104 57178
11:00 387 40 105 66 329 26 98 716 2039466160
11:15 23 66 2590 48156
11:30 31 86 24107 55193
11:45 11 111 2396 34207
Totals 3,367 6,766 3,155 5,005 6,522 11,771
Split%57.5 48.4 42.551.6
Day Totals 8,160 18,29310,133
Day Splits 55.4 44.6
Peak Hour 07:15 05:00 07:30 05:00 07:15 05:00
Volume 783 1,077 898 749 1,653 1,826
Factor 0.89 0.82 0.86 0.94 0.89 0.90
Printed :9/15/2017Data File :D1709006
B-67
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
ORANGESite::THE CITY DRIVELocation
Date::CHAPMAN AVE TO DAWN WAYSegment 09/07/17
:LL&GClient
Interval Combined Day:NB SB Thursday
Begin PMAMPMAMPMAM
12:00 226 358 1,396 28 88 204 806 314 2,20272562100
12:15 378 30 21578 593108
12:30 350 16 18246 53262
12:45 310 14 20530 51544
01:00 96 326 1,416 17 45 222 785 141 2,2012654843
01:15 352 12 19316 54528
01:30 368 11 20636 57447
01:45 370 5 16418 53423
02:00 66 420 1,499 11 48 189 743 114 2,2421060921
02:15 361 16 17221 53337
02:30 375 10 17017 54527
02:45 343 11 21218 55529
03:00 59 346 1,594 10 72 192 834 131 2,4281453824
03:15 398 14 20716 60530
03:30 416 20 20816 62436
03:45 434 28 22713 66141
04:00 105 406 1,868 12 92 225 1,029 197 2,8971163123
04:15 448 23 23620 68443
04:30 497 24 26236 75960
04:45 517 33 30638 82371
05:00 234 691 2,376 22 207 290 1,301 441 3,6772698148
05:15 626 50 35550 981100
05:30 549 61 34860 897121
05:45 510 74 30898 818172
06:00 644 404 1,489 108 592 274 1,034 1,236 2,523134678242
06:15 334 110 252121 586231
06:30 393 138 270174 663312
06:45 358 236 238215 596451
07:00 1,078 393 1,368 279 1,541 217 756 2,619 2,124218610497
07:15 369 378 172243 541621
07:30 330 472 169319 499791
07:45 276 412 198298 474710
08:00 1,175 270 925 484 1,598 128 472 2,773 1,397404398888
08:15 266 390 128271 394661
08:30 201 422 110234 311656
08:45 188 302 106266 294568
09:00 968 250 966 216 788 96 431 1,756 1,397208346424
09:15 278 200 99266 377466
09:30 206 209 112250 318459
09:45 232 163 124244 356407
10:00 1,079 202 674 170 644 110 398 1,723 1,072234312404
10:15 208 152 108278 316430
10:30 130 150 88285 218435
10:45 134 172 92282 226454
11:00 1,120 126 396 145 667 89 327 1,787 723284215429
11:15 96 146 82259 178405
11:30 94 176 88274 182450
11:45 80 200 68303 148503
Totals 6,850 15,967 6,382 8,916 13,232 24,883
Split%64.2 48.2 35.851.8
Day Totals 15,298 38,11522,817
Day Splits 59.9 40.1
Peak Hour 07:30 04:45 07:30 05:00 07:30 04:45
Volume 1,292 2,383 1,758 1,301 3,050 3,682
Factor 0.80 0.86 0.91 0.92 0.86 0.94
Printed :9/11/2017Data File :D1709007
B-68
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
ORANGESite::THE CITY DRIVELocation
Date::DAWN WAY TO METROPOLITAN DRSegment 09/07/17
:LL&GClient
Interval Combined Day:NB SB Thursday
Begin PMAMPMAMPMAM
12:00 85 68 270 42 146 206 636 231 9061527457
12:15 72 54 18329 25583
12:30 69 20 16316 23236
12:45 61 30 8425 14555
01:00 47 63 265 24 73 90 336 120 6011515339
01:15 67 17 988 16525
01:30 67 20 7616 14336
01:45 68 12 728 14020
02:00 33 68 279 18 57 98 395 90 674516623
02:15 72 15 997 17122
02:30 58 10 1068 16418
02:45 81 14 9213 17327
03:00 62 76 315 10 69 110 471 131 7861218622
03:15 70 13 11012 18025
03:30 86 26 11622 20248
03:45 83 20 13516 21836
04:00 97 69 312 12 61 112 573 158 8851518127
04:15 90 12 12716 21728
04:30 78 22 16228 24050
04:45 75 15 17238 24753
05:00 261 80 366 16 115 209 826 376 1,1922828944
05:15 87 26 22344 31070
05:30 100 37 21060 31097
05:45 99 36 184129 283165
06:00 713 110 400 72 435 155 732 1,148 1,132142265214
06:15 92 83 204144 296227
06:30 90 114 182180 272294
06:45 108 166 191247 299413
07:00 933 92 342 250 1,314 177 679 2,247 1,021216269466
07:15 88 314 164232 252546
07:30 84 408 174262 258670
07:45 78 342 164223 242565
08:00 384 67 250 376 1,299 149 526 1,683 776169216545
08:15 66 276 14068 206344
08:30 67 380 11167 178447
08:45 50 267 12680 176347
09:00 239 68 253 154 613 115 477 852 73062183216
09:15 58 147 13257 190204
09:30 51 146 10958 160204
09:45 76 166 12162 197228
10:00 219 59 233 152 563 148 409 782 64256207208
10:15 64 121 11260 176181
10:30 56 134 6756 123190
10:45 54 156 8247 136203
11:00 251 60 193 176 671 76 311 922 50463136239
11:15 47 136 7663 123199
11:30 40 174 7557 115231
11:45 46 185 8468 130253
Totals 3,324 3,478 5,416 6,371 8,740 9,849
Split%35.3 62.0 64.738.0
Day Totals 11,787 18,5896,802
Day Splits 36.6 63.4
Peak Hour 06:45 05:30 07:15 05:00 07:15 05:00
Volume 957 401 1,440 826 2,326 1,192
Factor 0.91 0.91 0.88 0.93 0.87 0.96
Printed :9/11/2017Data File :D1709008
B-69
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
ORANGESite::METROPOLITAN DRIVELocation
Date::LEWIS ST TO SR-22 WB RAMPSSegment 09/07/17
:LL&GClient
Interval Combined Day:EB WB Thursday
Begin PMAMPMAMPMAM
12:00 15 68 298 11 32 62 215 47 513513016
12:15 74 7 474 12111
12:30 82 5 503 1328
12:45 74 9 563 13012
01:00 9 70 273 5 21 55 264 30 53701255
01:15 69 5 731 1426
01:30 69 8 624 13112
01:45 65 3 744 1397
02:00 6 69 293 4 15 72 258 21 55141418
02:15 68 3 532 1215
02:30 78 4 630 1414
02:45 78 4 700 1484
03:00 20 76 319 3 12 96 354 32 67311724
03:15 72 1 731 1452
03:30 77 0 887 1657
03:45 94 8 9711 19119
04:00 65 105 364 4 19 98 426 84 7901420318
04:15 75 2 9712 17214
04:30 94 4 12520 21924
04:45 90 9 10619 19628
05:00 143 123 372 10 57 130 561 200 9332225332
05:15 80 15 15328 23343
05:30 80 13 16446 24459
05:45 89 19 11447 20366
06:00 273 82 323 35 135 127 419 408 7425320988
06:15 92 26 11268 20494
06:30 71 28 9774 168102
06:45 78 46 8378 161124
07:00 563 62 232 38 286 87 277 849 509130149168
07:15 57 58 66135 123193
07:30 67 74 63180 130254
07:45 46 116 61118 107234
08:00 420 66 194 117 374 54 210 794 404110120227
08:15 44 92 56140 100232
08:30 38 98 4990 87188
08:45 46 67 5180 97147
09:00 283 36 149 80 219 39 176 502 3258275162
09:15 33 50 4168 74118
09:30 40 45 5484 94129
09:45 40 44 4249 8293
10:00 193 20 86 44 171 50 156 364 242457089
10:15 19 42 4552 6494
10:30 20 41 3044 5085
10:45 27 44 3152 5896
11:00 236 15 41 40 185 26 66 421 107464186
11:15 9 40 1062 19102
11:30 14 54 1764 31118
11:45 3 51 1364 16115
Totals 2,226 2,944 1,526 3,382 3,752 6,326
Split%46.5 40.7 53.559.3
Day Totals 4,908 10,0785,170
Day Splits 51.3 48.7
Peak Hour 07:00 04:30 07:45 05:00 07:30 05:00
Volume 563 387 423 561 947 933
Factor 0.78 0.79 0.90 0.86 0.93 0.92
Printed :9/11/2017Data File :D1709009*
B-70
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
ORANGESite::METROPOLITAN DRIVELocation
Date::SR-22 WB RAMPS TO CITY DRIVESegment 09/07/17
:LL&GClient
Interval Combined Day:EB WB Thursday
Begin PMAMPMAMPMAM
12:00 71 162 687 26 64 116 382 135 1,0693127857
12:15 177 14 8620 26334
12:30 172 16 9010 26226
12:45 176 8 9010 26618
01:00 31 176 694 5 31 94 361 62 1,0551027015
01:15 162 10 1025 26415
01:30 182 6 9110 27316
01:45 174 10 746 24816
02:00 28 162 674 10 20 114 379 48 1,053827618
02:15 160 4 678 22712
02:30 188 2 1029 29011
02:45 164 4 963 2607
03:00 51 167 703 3 20 98 479 71 1,1821026513
03:15 180 6 11318 29324
03:30 180 5 14012 32017
03:45 176 6 12811 30417
04:00 95 178 696 4 30 138 699 125 1,3951831622
04:15 172 9 16920 34129
04:30 174 7 19232 36639
04:45 172 10 20025 37235
05:00 255 179 756 15 59 238 843 314 1,5992941744
05:15 196 10 22638 42248
05:30 218 14 22988 447102
05:45 163 20 150100 313120
06:00 543 188 680 32 166 152 503 709 1,183125340157
06:15 177 32 129114 306146
06:30 161 40 118136 279176
06:45 154 62 104168 258230
07:00 1,060 148 571 84 411 86 403 1,471 974198234282
07:15 137 96 122228 259324
07:30 140 118 104314 244432
07:45 146 113 91320 237433
08:00 1,177 135 445 96 362 87 275 1,539 720417222513
08:15 120 88 67292 187380
08:30 82 96 69254 151350
08:45 108 82 52214 160296
09:00 595 86 395 62 270 90 374 865 769160176222
09:15 94 68 102164 196232
09:30 104 72 82131 186203
09:45 111 68 100140 211208
10:00 562 77 324 47 245 82 197 807 521139159186
10:15 80 57 46153 126210
10:30 83 73 39128 122201
10:45 84 68 30142 114210
11:00 560 63 185 71 317 28 108 877 29312491195
11:15 46 76 30146 76222
11:30 46 80 30144 76224
11:45 30 90 20146 50236
Totals 5,028 6,810 1,995 5,003 7,023 11,813
Split%57.6 28.4 42.471.6
Day Totals 6,998 18,83611,838
Day Splits 62.8 37.2
Peak Hour 07:30 04:45 07:15 04:45 07:30 04:45
Volume 1,343 765 423 893 1,758 1,658
Factor 0.81 0.88 0.90 0.94 0.86 0.93
Printed :9/15/2017Data File :D1709010*
B-71
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-17-3882-1
The Terrace Apartments, Orange
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Dividers.doc
APPENDIX C
INTERSECTION LEVEL OF SERVICE
CALCULATION WORKSHEETS
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Sub-Dividers.doc
APPENDIX C-I
EXISTING TRAFFIC CONDITIONS
C-1
0.362Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
320114970002113971518561343Total Analysis Volume [veh/h]
802924000534944615311Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
320114970002113971518561343Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
320114970002113971518561343Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-2
0.362Intersection V/C
AIntersection LOS
0.090.030.060.000.000.000.010.210.010.000.090.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-3
0.475Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000864278392011164037980Total Analysis Volume [veh/h]
000216701050291012000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
000864278392011164037980Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000864278392011164037980Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-4
0.475Intersection V/C
AIntersection LOS
0.000.000.000.250.160.020.000.170.000.090.090.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-5
0.960Volume to Capacity (v/c):
ELevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 3: Lewis Street at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
704833662361303126355604620831273Total Analysis Volume [veh/h]
18121925932632914012527818Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
704833662361303126355604620831273Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
704833662361303126355604620831273Base Volume Input [veh/h]
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-6
0.960Intersection V/C
EIntersection LOS
0.040.140.220.300.300.070.350.350.030.120.180.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-7
0.590Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 4: Manchester Avenue at Chapman Avenue
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
297943269614122958336222167530Total Analysis Volume [veh/h]
7199822435371584564218Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
297943269614122958336222167530Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
297943269614122958336222167530Base Volume Input [veh/h]
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-8
0.590Intersection V/C
AIntersection LOS
0.020.160.100.300.300.020.120.120.130.000.000.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead------Lead / Lag
2,7Auxiliary Signal Groups
047083060220Signal group
PermissPermissProtectePermissPermissProtecteSplitSplitSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-9
0.738Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 5: The City Drive at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
1068783731821455179364136718132060985Total Analysis Volume [veh/h]
2722093463644591342458015221Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
1068783731821455179364136718132060985Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1068783731821455179364136718132060985Base Volume Input [veh/h]
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-10
0.738Intersection V/C
CIntersection LOS
0.060.170.110.080.290.050.160.270.050.080.090.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
5,83,62,7Auxiliary Signal Groups
047883661225Signal group
PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-11
0.563Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
07701285541460050251960560Total Analysis Volume [veh/h]
01933213936501063240140Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
07701285541460050251960560Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
07701285541460050251960560Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-12
0.563Intersection V/C
AIntersection LOS
0.000.150.040.240.240.000.000.000.070.060.000.16V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-13
0.357Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 7: Rampart Street at Chapman Avenue
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Chapman AvenueChapman AvenueRampart StreetName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
39954161713311871Total Analysis Volume [veh/h]
10239404333018Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
39954161713311871Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
39954161713311871Base Volume Input [veh/h]
Chapman AvenueChapman AvenueRampart StreetName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-14
0.357Intersection V/C
AIntersection LOS
0.150.150.240.080.070.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
---Lead-LeadLead / Lag
Auxiliary Signal Groups
048301Signal group
PermissivePermissivePermissiveProtectedSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-15
0.211Volume to Capacity (v/c):
ALevel Of Service:
9.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 8: Manchester Avenue at City Boulevard West
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Intersection Setup
0000Pedestrian Volume [ped/h]
20721103851674187013896Total Analysis Volume [veh/h]
525312142105183222Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
20721103851674187013896Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
20721103851674187013896Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-16
AIntersection LOS
9.11Intersection Delay [s/veh]
AAAAApproach LOS
8.919.639.069.00Approach Delay [s/veh]
2.843.361.070.180.1812.6219.818.918.918.99.396.566.770.8095th-Percentile Queue Length [ft]
0.110.130.040.010.010.500.790.760.760.760.380.260.270.0395th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.040.040.010.000.000.150.210.200.200.200.110.080.080.01Degree of Utilization, x
657559712633633586791686686686626632614567Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-17
0.227Volume to Capacity (v/c):
ALevel Of Service:
9.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 9: City Boulevard at City Boulevard West/The City Way
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
The City WayCity Boulevard WestCity BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
5812610468105138Total Analysis Volume [veh/h]
153226172635Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
5812610468105138Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5812610468105138Base Volume Input [veh/h]
The City WayCity Boulevard WestCity BoulevardName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-18
AIntersection LOS
9.10Intersection Delay [s/veh]
AAAApproach LOS
8.669.169.40Approach Delay [s/veh]
10.8111.9211.0311.9611.8921.6595th-Percentile Queue Length [ft]
0.430.480.440.480.480.8795th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.130.140.130.140.140.23Degree of Utilization, x
727667667621764609Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-19
0.134Volume to Capacity (v/c):
ALevel Of Service:
8.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 10: City Boulevard East at The City Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Intersection Setup
0000Pedestrian Volume [ped/h]
118524669721072326710Total Analysis Volume [veh/h]
3216217182767200Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
118524669721072326710Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
118524669721072326710Base Volume Input [veh/h]
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-20
AIntersection LOS
8.29Intersection Delay [s/veh]
AAAAApproach LOS
8.278.628.047.62Approach Delay [s/veh]
1.064.934.932.984.184.289.5911.541.271.273.210.710.1195th-Percentile Queue Length [ft]
0.040.200.200.120.170.170.380.460.050.050.130.030.0095th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.010.060.060.040.050.050.110.130.020.020.040.010.00Degree of Utilization, x
793688688628708693633799693693633751656Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-21
0.487Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 11: The City Drive at The City Way/Dawn Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Dawn WayThe City WayThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
18610681375654128136520416580654Total Analysis Volume [veh/h]
4731734141432341514120214Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
18610681375654128136520416580654Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
18610681375654128136520416580654Base Volume Input [veh/h]
Dawn WayThe City WayThe City DriveThe City DriveName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-22
0.487Intersection V/C
AIntersection LOS
0.110.050.040.060.020.030.220.220.120.140.140.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
5,8Auxiliary Signal Groups
040880061025Signal group
SplitSplitSplitOverlapSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-23
0.717Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 12: Lewis Street at Lampson Avenue/Metropolitan Drive
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
18983921573502721955021518768278Total Analysis Volume [veh/h]
47212339886849126382217120Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
18983921573502721955021518768278Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
18983921573502721955021518768278Base Volume Input [veh/h]
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-24
0.717Intersection V/C
CIntersection LOS
0.110.050.050.300.300.160.210.210.090.230.230.05V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-25
0.267Volume to Capacity (v/c):
ALevel Of Service:
8.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 13: Entertainment Drive at City Boulevard West
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
City Boulevard WestCity Boulevard WestEntertainment DriveName
Intersection Setup
000Pedestrian Volume [ped/h]
29105731178180Total Analysis Volume [veh/h]
731484545Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
29105731178180Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
29105731178180Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestEntertainment DriveName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-26
AIntersection LOS
8.69Intersection Delay [s/veh]
AAAApproach LOS
8.167.928.94Approach Delay [s/veh]
4.198.9819.1226.8595th-Percentile Queue Length [ft]
0.170.360.761.0795th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.050.110.200.27Degree of Utilization, x
737820870674Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-27
0.564Volume to Capacity (v/c):
BLevel Of Service:
13.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 14: Entertainment Drive at Metropolitan Drive
Intersection Level Of Service Report
NoYesYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Intersection Setup
0000Pedestrian Volume [ped/h]
26839782480848152100Total Analysis Volume [veh/h]
679921120212013000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
26839782480848152100Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
26839782480848152100Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-28
BIntersection LOS
13.91Intersection Delay [s/veh]
CBBBApproach LOS
15.0212.8611.5110.09Approach Delay [s/veh]
73.1987.7250.8150.8913.791.329.800.1595th-Percentile Queue Length [ft]
2.933.512.032.040.550.050.390.0195th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.510.560.420.420.160.020.120.00Degree of Utilization, x
658597580580537519447510Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-29
0.457Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
219825547475090063375561Total Analysis Volume [veh/h]
5256412119020015819140Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
219825547475090063375561Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
219825547475090063375561Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-30
0.457Intersection V/C
AIntersection LOS
0.040.040.080.000.140.000.010.000.000.110.190.17V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-31
0.477Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 16: The City Drive at Metropolitan Drive
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Metropolitan DriveThe City DriveThe City DriveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
7043582801122108088Total Analysis Volume [veh/h]
176907028127022Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
7043582801122108088Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
7043582801122108088Base Volume Input [veh/h]
Metropolitan DriveThe City DriveThe City DriveName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-32
0.477Intersection V/C
AIntersection LOS
0.180.110.000.220.210.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
-Lead---LeadLead / Lag
3,53,6Auxiliary Signal Groups
336625Signal group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-33
0.596Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
3515519416739102210211640194Total Analysis Volume [veh/h]
11014510418525626316049Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3515519416739102210211640194Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3515519416739102210211640194Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-34
0.596Intersection V/C
AIntersection LOS
0.000.000.000.100.100.120.000.300.060.130.130.11V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 1: 1 AM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-35
0.615Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
25496457000211505173831089205Total Analysis Volume [veh/h]
6424114000537649627251Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
25496457000211505173831089205Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
25496457000211505173831089205Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-36
0.615Intersection V/C
BIntersection LOS
0.070.280.030.000.000.000.010.220.010.000.160.06V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-37
0.389Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
00049917462380118402416130Total Analysis Volume [veh/h]
000125441695296064030Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
00049917462380118402416130Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00049917462380118402416130Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-38
0.389Intersection V/C
AIntersection LOS
0.000.000.000.150.100.040.000.170.000.190.190.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-39
0.836Volume to Capacity (v/c):
DLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 3: Lewis Street at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
21911632631189961157736876383525194Total Analysis Volume [veh/h]
552916630249291992199613149Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
21911632631189961157736876383525194Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
21911632631189961157736876383525194Base Volume Input [veh/h]
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-40
0.836Intersection V/C
DIntersection LOS
0.130.340.150.220.220.070.260.260.040.230.310.11V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-41
0.550Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 4: Manchester Avenue at Chapman Avenue
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
3513731601021371641088714739538132Total Analysis Volume [veh/h]
9343402634316272237991033Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3513731601021371641088714739538132Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3513731601021371641088714739538132Base Volume Input [veh/h]
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-42
0.550Intersection V/C
AIntersection LOS
0.020.270.050.290.290.040.060.060.090.070.020.08V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead------Lead / Lag
2,7Auxiliary Signal Groups
047083060220Signal group
PermissPermissProtectePermissPermissProtecteSplitSplitSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-43
0.749Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 5: The City Drive at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
13411033258215013643829901276241071134Total Analysis Volume [veh/h]
34276812137591962483215626834Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
13411033258215013643829901276241071134Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
13411033258215013643829901276241071134Base Volume Input [veh/h]
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-44
0.749Intersection V/C
CIntersection LOS
0.080.220.100.010.290.110.120.190.040.270.160.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
5,83,62,7Auxiliary Signal Groups
047883661225Signal group
PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-45
0.569Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
0108824693812920100169760468Total Analysis Volume [veh/h]
02726223532303042190117Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
0108824693812920100169760468Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0108824693812920100169760468Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-46
0.569Intersection V/C
AIntersection LOS
0.000.210.070.260.260.000.010.000.050.040.000.14V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-47
0.453Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 7: Rampart Street at Chapman Avenue
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Chapman AvenueChapman AvenueRampart StreetName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
771510124715513351Total Analysis Volume [veh/h]
19378312393313Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
771510124715513351Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
771510124715513351Base Volume Input [veh/h]
Chapman AvenueChapman AvenueRampart StreetName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-48
0.453Intersection V/C
AIntersection LOS
0.230.230.180.090.080.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
---Lead-LeadLead / Lag
Auxiliary Signal Groups
048301Signal group
PermissivePermissivePermissiveProtectedSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-49
0.341Volume to Capacity (v/c):
BLevel Of Service:
10.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 8: Manchester Avenue at City Boulevard West
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Intersection Setup
0000Pedestrian Volume [ped/h]
2512117919310623320142537Total Analysis Volume [veh/h]
6332248275854632Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2512117919310623320142537Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2512117919310623320142537Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-50
BIntersection LOS
10.40Intersection Delay [s/veh]
ABABApproach LOS
9.2512.009.4410.64Approach Delay [s/veh]
3.163.370.770.560.5637.5613.811.111.111.12.8221.6922.020.9995th-Percentile Queue Length [ft]
0.130.130.030.020.021.500.550.450.450.450.110.870.880.0495th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.040.040.010.010.010.340.160.130.130.130.040.230.230.01Degree of Utilization, x
617534687612612567675597597597551588581537Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-51
0.374Volume to Capacity (v/c):
BLevel Of Service:
11.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 9: City Boulevard at City Boulevard West/The City Way
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
The City WayCity Boulevard WestCity BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
5629035982190108Total Analysis Volume [veh/h]
147390214827Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
5629035982190108Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5629035982190108Base Volume Input [veh/h]
The City WayCity Boulevard WestCity BoulevardName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-52
BIntersection LOS
11.50Intersection Delay [s/veh]
BBBApproach LOS
10.9812.1611.15Approach Delay [s/veh]
28.5030.0241.1643.1132.0219.5095th-Percentile Queue Length [ft]
1.141.201.651.721.280.7895th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.280.290.360.370.300.21Degree of Utilization, x
620595609591625518Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-53
0.150Volume to Capacity (v/c):
ALevel Of Service:
9.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 10: City Boulevard East at The City Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Intersection Setup
0000Pedestrian Volume [ped/h]
251487851917578133140191Total Analysis Volume [veh/h]
637201481920381050Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
251487851917578133140191Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
251487851917578133140191Base Volume Input [veh/h]
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-54
AIntersection LOS
9.03Intersection Delay [s/veh]
AAAAApproach LOS
9.079.278.648.50Approach Delay [s/veh]
2.629.639.6311.2513.0513.1510.669.240.790.794.244.662.5895th-Percentile Queue Length [ft]
0.100.390.390.450.520.530.430.370.030.030.170.190.1095th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.030.110.110.130.150.150.130.110.010.010.050.060.03Degree of Utilization, x
739647647595657653599709626626578682602Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-55
0.542Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 11: The City Drive at The City Way/Dawn Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Dawn WayThe City WayThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
33119811661629226310374616110868Total Analysis Volume [veh/h]
83520424736625912427717Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
33119811661629226310374616110868Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
33119811661629226310374616110868Base Volume Input [veh/h]
Dawn WayThe City WayThe City DriveThe City DriveName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-56
0.542Intersection V/C
AIntersection LOS
0.190.060.050.080.010.090.190.190.030.170.170.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
5,8Auxiliary Signal Groups
040880061025Signal group
SplitSplitSplitOverlapSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-57
0.701Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 12: Lewis Street at Lampson Avenue/Metropolitan Drive
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
1364202116015315728953410357601118Total Analysis Volume [veh/h]
341055315383972134261415030Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
1364202116015315728953410357601118Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1364202116015315728953410357601118Base Volume Input [veh/h]
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-58
0.701Intersection V/C
CIntersection LOS
0.080.250.120.130.130.090.240.240.060.190.190.07V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-59
0.363Volume to Capacity (v/c):
BLevel Of Service:
10.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 13: Entertainment Drive at City Boulevard West
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
City Boulevard WestCity Boulevard WestEntertainment DriveName
Intersection Setup
000Pedestrian Volume [ped/h]
761852693268135Total Analysis Volume [veh/h]
19466781734Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
761852693268135Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
761852693268135Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestEntertainment DriveName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-60
BIntersection LOS
10.23Intersection Delay [s/veh]
BABApproach LOS
10.859.7710.13Approach Delay [s/veh]
41.6141.548.0223.0195th-Percentile Queue Length [ft]
1.661.660.320.9295th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.360.360.100.24Degree of Utilization, x
718831702567Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-61
0.869Volume to Capacity (v/c):
DLevel Of Service:
25.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 14: Entertainment Drive at Metropolitan Drive
Intersection Level Of Service Report
NoYesYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Intersection Setup
0000Pedestrian Volume [ped/h]
11246721297858203871214Total Analysis Volume [veh/h]
2811710742121097301Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
11246721297858203871214Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
11246721297858203871214Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-62
DIntersection LOS
25.16Intersection Delay [s/veh]
CBEBApproach LOS
21.4714.5638.8811.64Approach Delay [s/veh]
96.86103.9436.4636.4918.8413.85223.583.0595th-Percentile Queue Length [ft]
3.874.161.461.460.750.558.940.1295th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.600.620.340.340.200.160.870.04Degree of Utilization, x
484467444444417522446433Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-63
0.546Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
201636241605400370021063387Total Analysis Volume [veh/h]
541156401350900531697Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
201636241605400370021063387Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
201636241605400370021063387Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-64
0.546Intersection V/C
AIntersection LOS
0.050.050.180.000.160.000.020.000.000.000.130.11V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-65
0.397Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 16: The City Drive at Metropolitan Drive
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Metropolitan DriveThe City DriveThe City DriveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
5871536518891143170Total Analysis Volume [veh/h]
1473816322228643Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
5871536518891143170Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5871536518891143170Base Volume Input [veh/h]
Metropolitan DriveThe City DriveThe City DriveName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-66
0.397Intersection V/C
AIntersection LOS
0.120.050.150.170.220.05V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
-Lead---LeadLead / Lag
3,53,6Auxiliary Signal Groups
336625Signal group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-67
0.629Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
358319144243865189867833214Total Analysis Volume [veh/h]
92153611101632252220854Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
358319144243865189867833214Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
358319144243865189867833214Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-68
0.629Intersection V/C
BIntersection LOS
0.020.060.010.110.110.130.000.260.000.160.160.13V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 2: 2 PM Existing
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-69
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Sub-Dividers.doc
APPENDIX C-II
EXISTING PLUS PROJECT
TRAFFIC CONDITIONS
C-70
0.362Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
320114970002113971519561443Total Analysis Volume [veh/h]
802924000534944915411Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
320114970002113971519561443Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
320114970002113971519561443Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-71
0.362Intersection V/C
AIntersection LOS
0.090.030.060.000.000.000.010.210.010.000.090.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-72
0.476Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000868278392011164038080Total Analysis Volume [veh/h]
000217701050291012020Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
000868278392011164038080Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000868278392011164038080Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-73
0.476Intersection V/C
AIntersection LOS
0.000.000.000.260.160.020.000.170.000.100.100.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-74
0.963Volume to Capacity (v/c):
ELevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 3: Lewis Street at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
704843702361303126355604621931274Total Analysis Volume [veh/h]
18121935932632914012557819Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
704843702361303126355604621931274Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
704843702361303126355604621931274Base Volume Input [veh/h]
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-75
0.963Intersection V/C
EIntersection LOS
0.040.140.220.300.300.070.350.350.030.130.180.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-76
0.594Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 4: Manchester Avenue at Chapman Avenue
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
297983329614232958336222182531Total Analysis Volume [veh/h]
7200832435671584564618Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
297983329614232958336222182531Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
297983329614232958336222182531Base Volume Input [veh/h]
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-77
0.594Intersection V/C
AIntersection LOS
0.020.160.100.300.300.020.120.120.130.000.000.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead------Lead / Lag
2,7Auxiliary Signal Groups
047083060220Signal group
PermissPermissProtectePermissPermissProtecteSplitSplitSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-78
0.741Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 5: The City Drive at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
1068843731821471189368136718132060985Total Analysis Volume [veh/h]
2722193463684792342458015221Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
1068843731821471189368136718132060985Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1068843731821471189368136718132060985Base Volume Input [veh/h]
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-79
0.741Intersection V/C
CIntersection LOS
0.060.170.110.080.290.060.160.270.050.080.090.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
5,83,62,7Auxiliary Signal Groups
047883661225Signal group
PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-80
0.566Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
07721285641467050251960564Total Analysis Volume [veh/h]
01933214136701063240141Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
07721285641467050251960564Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
07721285641467050251960564Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-81
0.566Intersection V/C
AIntersection LOS
0.000.150.040.240.240.000.000.000.070.060.000.17V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-82
0.358Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 7: Rampart Street at Chapman Avenue
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Chapman AvenueChapman AvenueRampart StreetName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
39956162413311871Total Analysis Volume [veh/h]
10239406333018Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
39956162413311871Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
39956162413311871Base Volume Input [veh/h]
Chapman AvenueChapman AvenueRampart StreetName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-83
0.358Intersection V/C
AIntersection LOS
0.150.150.240.080.070.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
---Lead-LeadLead / Lag
Auxiliary Signal Groups
048301Signal group
PermissivePermissivePermissiveProtectedSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-84
0.222Volume to Capacity (v/c):
ALevel Of Service:
9.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 8: Manchester Avenue at City Boulevard West
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Intersection Setup
0000Pedestrian Volume [ped/h]
207211031021734187013896Total Analysis Volume [veh/h]
525312643105183222Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
207211031021734187013896Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
207211031021734187013896Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-85
AIntersection LOS
9.24Intersection Delay [s/veh]
AAAAApproach LOS
8.979.909.179.11Approach Delay [s/veh]
2.873.391.070.180.1815.6721.119.219.219.29.506.676.890.8195th-Percentile Queue Length [ft]
0.110.140.040.010.010.630.850.770.770.770.380.270.280.0395th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.040.040.010.000.000.170.220.210.210.210.110.080.080.01Degree of Utilization, x
650554711632632586780678678678619622604559Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-86
0.230Volume to Capacity (v/c):
ALevel Of Service:
9.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 9: City Boulevard at City Boulevard West/The City Way
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
The City WayCity Boulevard WestCity BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
5912610469108140Total Analysis Volume [veh/h]
153226172735Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
5912610469108140Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5912610469108140Base Volume Input [veh/h]
The City WayCity Boulevard WestCity BoulevardName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-87
AIntersection LOS
9.13Intersection Delay [s/veh]
AAAApproach LOS
8.699.199.43Approach Delay [s/veh]
10.9012.0411.1412.0912.3022.0895th-Percentile Queue Length [ft]
0.440.480.450.480.490.8895th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.130.140.130.140.140.23Degree of Utilization, x
725665665620763608Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-88
0.134Volume to Capacity (v/c):
ALevel Of Service:
8.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 10: City Boulevard East at The City Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Intersection Setup
0000Pedestrian Volume [ped/h]
118624671721072326710Total Analysis Volume [veh/h]
3226218182767200Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
118624671721072326710Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
118624671721072326710Base Volume Input [veh/h]
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-89
AIntersection LOS
8.30Intersection Delay [s/veh]
AAAAApproach LOS
8.288.628.047.63Approach Delay [s/veh]
1.065.005.002.984.314.409.5911.561.271.273.210.710.1195th-Percentile Queue Length [ft]
0.040.200.200.120.170.180.380.460.050.050.130.030.0095th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.010.060.060.040.050.060.110.130.020.020.040.010.00Degree of Utilization, x
792687687628708693631798692692632750655Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-90
0.488Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 11: The City Drive at The City Way/Dawn Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Dawn WayThe City WayThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
18610681395654128136520416580655Total Analysis Volume [veh/h]
4731735141432341514120214Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
18610681395654128136520416580655Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
18610681395654128136520416580655Base Volume Input [veh/h]
Dawn WayThe City WayThe City DriveThe City DriveName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-91
0.488Intersection V/C
AIntersection LOS
0.110.050.040.070.020.030.220.220.120.140.140.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
5,8Auxiliary Signal Groups
040880061025Signal group
SplitSplitSplitOverlapSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-92
0.720Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 12: Lewis Street at Lampson Avenue/Metropolitan Drive
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
19083931573502721955021548768278Total Analysis Volume [veh/h]
48212339886849126392217120Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
19083931573502721955021548768278Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
19083931573502721955021548768278Base Volume Input [veh/h]
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-93
0.720Intersection V/C
CIntersection LOS
0.110.050.050.300.300.160.210.210.090.230.230.05V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-94
0.269Volume to Capacity (v/c):
ALevel Of Service:
8.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 13: Entertainment Drive at City Boulevard West
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
City Boulevard WestCity Boulevard WestEntertainment DriveName
Intersection Setup
000Pedestrian Volume [ped/h]
29106031178181Total Analysis Volume [veh/h]
731584545Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
29106031178181Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
29106031178181Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestEntertainment DriveName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-95
AIntersection LOS
8.71Intersection Delay [s/veh]
AAAApproach LOS
8.177.938.96Approach Delay [s/veh]
4.199.3219.1627.0995th-Percentile Queue Length [ft]
0.170.370.771.0895th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.050.110.200.27Degree of Utilization, x
736821869674Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-96
0.567Volume to Capacity (v/c):
BLevel Of Service:
14.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 14: Entertainment Drive at Metropolitan Drive
Intersection Level Of Service Report
NoYesYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Intersection Setup
0000Pedestrian Volume [ped/h]
26839882483849154100Total Analysis Volume [veh/h]
6710021121212014000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
26839882483849154100Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
26839882483849154100Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-97
BIntersection LOS
14.01Intersection Delay [s/veh]
CBBBApproach LOS
15.1412.9511.5610.10Approach Delay [s/veh]
73.9588.5951.5851.6513.831.4810.250.1595th-Percentile Queue Length [ft]
2.963.542.062.070.550.060.410.0195th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.510.570.420.420.160.020.120.00Degree of Utilization, x
655594579578535518446508Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-98
0.458Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
219925551477090063375561Total Analysis Volume [veh/h]
5256413119020015819140Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
219925551477090063375561Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
219925551477090063375561Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-99
0.458Intersection V/C
AIntersection LOS
0.040.040.080.000.140.000.010.000.000.110.190.17V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-100
0.478Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 16: The City Drive at Metropolitan Drive
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Metropolitan DriveThe City DriveThe City DriveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
7063582801124108189Total Analysis Volume [veh/h]
177907028127022Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
7063582801124108189Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
7063582801124108189Base Volume Input [veh/h]
Metropolitan DriveThe City DriveThe City DriveName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-101
0.478Intersection V/C
AIntersection LOS
0.180.110.000.220.210.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
-Lead---LeadLead / Lag
3,53,6Auxiliary Signal Groups
336625Signal group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-102
0.597Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
3515519418741102410211640194Total Analysis Volume [veh/h]
11014510518525626316049Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3515519418741102410211640194Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3515519418741102410211640194Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-103
0.597Intersection V/C
AIntersection LOS
0.000.000.000.100.100.120.000.300.060.130.130.11V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 3: 3 AM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-104
0.615Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
25496457000211506173891089205Total Analysis Volume [veh/h]
6424114000537749727251Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
25496457000211506173891089205Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
25496457000211506173891089205Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-105
0.615Intersection V/C
BIntersection LOS
0.070.280.030.000.000.000.010.220.010.000.160.06V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-106
0.393Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
00050817462380118502416200Total Analysis Volume [veh/h]
000127441695296064050Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
00050817462380118502416200Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00050817462380118502416200Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-107
0.393Intersection V/C
AIntersection LOS
0.000.000.000.150.100.040.000.170.000.190.190.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-108
0.836Volume to Capacity (v/c):
DLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 3: Lewis Street at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
21911642741199971157736876390525195Total Analysis Volume [veh/h]
552916930249291992199813149Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
21911642741199971157736876390525195Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
21911642741199971157736876390525195Base Volume Input [veh/h]
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-109
0.836Intersection V/C
DIntersection LOS
0.130.340.160.220.220.070.260.260.040.230.310.11V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-110
0.557Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 4: Manchester Avenue at Chapman Avenue
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
3513841751031378641088714740438133Total Analysis Volume [veh/h]
93464426345162722371011033Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3513841751031378641088714740438133Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3513841751031378641088714740438133Base Volume Input [veh/h]
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-111
0.557Intersection V/C
AIntersection LOS
0.020.270.050.290.290.040.060.060.090.070.020.08V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead------Lead / Lag
2,7Auxiliary Signal Groups
047083060220Signal group
PermissPermissProtectePermissPermissProtecteSplitSplitSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-112
0.750Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 5: The City Drive at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
13411183258215103713929901276241071134Total Analysis Volume [veh/h]
34280812137893982483215626834Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
13411183258215103713929901276241071134Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
13411183258215103713929901276241071134Base Volume Input [veh/h]
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-113
0.750Intersection V/C
CIntersection LOS
0.080.220.100.010.300.110.120.190.040.270.160.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
5,83,62,7Auxiliary Signal Groups
047883661225Signal group
PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-114
0.572Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
0109524694412960100169760477Total Analysis Volume [veh/h]
02746223632403042190119Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
0109524694412960100169760477Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0109524694412960100169760477Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-115
0.572Intersection V/C
AIntersection LOS
0.000.210.070.260.260.000.010.000.050.040.000.14V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-116
0.454Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 7: Rampart Street at Chapman Avenue
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Chapman AvenueChapman AvenueRampart StreetName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
771517125115513351Total Analysis Volume [veh/h]
19379313393313Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
771517125115513351Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
771517125115513351Base Volume Input [veh/h]
Chapman AvenueChapman AvenueRampart StreetName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-117
0.454Intersection V/C
AIntersection LOS
0.230.230.180.090.080.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
---Lead-LeadLead / Lag
Auxiliary Signal Groups
048301Signal group
PermissivePermissivePermissiveProtectedSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-118
0.360Volume to Capacity (v/c):
BLevel Of Service:
10.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 8: Manchester Avenue at City Boulevard West
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Intersection Setup
0000Pedestrian Volume [ped/h]
2512117920312223320142537Total Analysis Volume [veh/h]
6332251315854632Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2512117920312223320142537Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2512117920312223320142537Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-119
BIntersection LOS
10.56Intersection Delay [s/veh]
ABABApproach LOS
9.3212.319.5510.78Approach Delay [s/veh]
3.203.410.780.560.5640.6716.511.211.211.22.8422.0622.391.0095th-Percentile Queue Length [ft]
0.130.140.030.020.021.630.660.450.450.450.110.880.900.0495th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.040.040.010.010.010.360.180.130.130.130.040.230.230.01Degree of Utilization, x
610528684609609564670592592592548580574531Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-120
0.376Volume to Capacity (v/c):
BLevel Of Service:
11.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 9: City Boulevard at City Boulevard West/The City Way
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
The City WayCity Boulevard WestCity BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
5929035984192109Total Analysis Volume [veh/h]
157390214827Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
5929035984192109Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5929035984192109Base Volume Input [veh/h]
The City WayCity Boulevard WestCity BoulevardName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-121
BIntersection LOS
11.56Intersection Delay [s/veh]
BBBApproach LOS
11.0312.2311.21Approach Delay [s/veh]
28.8730.4841.6143.6232.5919.7895th-Percentile Queue Length [ft]
1.151.221.661.741.300.7995th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.280.290.360.380.310.21Degree of Utilization, x
619594607589623516Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-122
0.151Volume to Capacity (v/c):
ALevel Of Service:
9.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 10: City Boulevard East at The City Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Intersection Setup
0000Pedestrian Volume [ped/h]
251517851927578133140191Total Analysis Volume [veh/h]
638201481920381050Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
251517851927578133140191Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
251517851927578133140191Base Volume Input [veh/h]
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-123
AIntersection LOS
9.04Intersection Delay [s/veh]
AAAAApproach LOS
9.089.298.658.51Approach Delay [s/veh]
2.629.869.8611.2613.1413.2410.679.250.790.794.254.672.5895th-Percentile Queue Length [ft]
0.100.390.390.450.530.530.430.370.030.030.170.190.1095th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.030.120.120.130.150.150.130.110.010.010.050.060.03Degree of Utilization, x
739647647594657652598707625625577681601Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-124
0.543Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 11: The City Drive at The City Way/Dawn Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Dawn WayThe City WayThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
33119811671629226310374616110871Total Analysis Volume [veh/h]
83520424736625912427718Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
33119811671629226310374616110871Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
33119811671629226310374616110871Base Volume Input [veh/h]
Dawn WayThe City WayThe City DriveThe City DriveName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-125
0.543Intersection V/C
AIntersection LOS
0.190.060.050.080.010.090.190.190.030.170.170.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
5,8Auxiliary Signal Groups
040880061025Signal group
SplitSplitSplitOverlapSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-126
0.701Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 12: Lewis Street at Lampson Avenue/Metropolitan Drive
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
1394202116015315728953410558601118Total Analysis Volume [veh/h]
351055315383972134261515030Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
1394202116015315728953410558601118Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1394202116015315728953410558601118Base Volume Input [veh/h]
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-127
0.701Intersection V/C
CIntersection LOS
0.080.250.120.130.130.090.240.240.060.190.190.07V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-128
0.365Volume to Capacity (v/c):
BLevel Of Service:
10.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 13: Entertainment Drive at City Boulevard West
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
City Boulevard WestCity Boulevard WestEntertainment DriveName
Intersection Setup
000Pedestrian Volume [ped/h]
761852713268137Total Analysis Volume [veh/h]
19466881734Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
761852713268137Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
761852713268137Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestEntertainment DriveName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-129
BIntersection LOS
10.27Intersection Delay [s/veh]
BABApproach LOS
10.879.8110.17Approach Delay [s/veh]
41.7342.078.0323.4895th-Percentile Queue Length [ft]
1.671.680.320.9495th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.360.370.100.24Degree of Utilization, x
716830701567Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-130
0.874Volume to Capacity (v/c):
DLevel Of Service:
25.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 14: Entertainment Drive at Metropolitan Drive
Intersection Level Of Service Report
NoYesYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Intersection Setup
0000Pedestrian Volume [ped/h]
11347021299868303881214Total Analysis Volume [veh/h]
2811810752221097301Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
11347021299868303881214Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
11347021299868303881214Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-131
DIntersection LOS
25.52Intersection Delay [s/veh]
CBEBApproach LOS
21.7914.6539.5511.67Approach Delay [s/veh]
98.78106.0436.9737.0019.1814.11226.643.0795th-Percentile Queue Length [ft]
3.954.241.481.480.770.569.070.1295th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.610.630.340.340.210.160.870.04Degree of Utilization, x
483466442442416520444432Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-132
0.547Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
201656241625410370021063389Total Analysis Volume [veh/h]
541156411350900531697Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
201656241625410370021063389Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
201656241625410370021063389Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-133
0.547Intersection V/C
AIntersection LOS
0.050.050.180.000.160.000.020.000.000.000.130.11V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-134
0.397Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 16: The City Drive at Metropolitan Drive
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Metropolitan DriveThe City DriveThe City DriveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
5881536518901146172Total Analysis Volume [veh/h]
1473816322328743Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
5881536518901146172Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5881536518901146172Base Volume Input [veh/h]
Metropolitan DriveThe City DriveThe City DriveName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-135
0.397Intersection V/C
AIntersection LOS
0.120.050.150.170.220.05V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
-Lead---LeadLead / Lag
3,53,6Auxiliary Signal Groups
336625Signal group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-136
0.631Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
358319144244265390067835214Total Analysis Volume [veh/h]
92153611111632252220954Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
358319144244265390067835214Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
358319144244265390067835214Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-137
0.631Intersection V/C
BIntersection LOS
0.020.060.010.120.120.130.000.260.000.170.170.13V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 4: 4 PM Existing + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-138
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Sub-Dividers.doc
APPENDIX C-III
YEAR 2021 CUMULATIVE
TRAFFIC CONDITIONS
C-139
0.509Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
4801191120002220741632188545Total Analysis Volume [veh/h]
1203028000651948022111Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
4801191120002220741632188545Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4801191120002220741632188545Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-140
0.509Intersection V/C
AIntersection LOS
0.140.040.070.000.000.000.010.310.010.000.130.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-141
0.558Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
0009493374149715550312060Total Analysis Volume [veh/h]
0002378410124389013020Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
0009493374149715550312060Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0009493374149715550312060Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-142
0.558Intersection V/C
AIntersection LOS
0.000.000.000.280.200.020.000.230.000.140.140.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-143
1.065Volume to Capacity (v/c):
FLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 3: Lewis Street at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
747674212501518131365864829532894Total Analysis Volume [veh/h]
191921056338033914712748224Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
747674212501518131365864829532894Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
747674212501518131365864829532894Base Volume Input [veh/h]
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-144
1.065Intersection V/C
FIntersection LOS
0.040.230.250.350.350.080.370.370.030.170.190.06V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-145
0.706Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 4: Manchester Avenue at Chapman Avenue
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
30111234510617763065349270197545Total Analysis Volume [veh/h]
82788627444816876849111Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
30111234510617763065349270197545Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
30111234510617763065349270197545Base Volume Input [veh/h]
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-146
0.706Intersection V/C
CIntersection LOS
0.020.220.100.370.370.020.120.120.160.000.000.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead------Lead / Lag
2,7Auxiliary Signal Groups
047083060220Signal group
PermissPermissProtectePermissPermissProtecteSplitSplitSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-147
0.847Volume to Capacity (v/c):
DLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 5: The City Drive at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
143101543221816483915431592246421772117Total Analysis Volume [veh/h]
3625410855412981363986210519329Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
143101543221816483915431592246421772117Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
143101543221816483915431592246421772117Base Volume Input [veh/h]
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-148
0.847Intersection V/C
DIntersection LOS
0.080.200.130.090.320.120.200.310.070.120.110.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
5,83,62,7Auxiliary Signal Groups
047883661225Signal group
PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-149
0.646Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
095716865817140503091410599Total Analysis Volume [veh/h]
02394216542901077350150Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
095716865817140503091410599Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
095716865817140503091410599Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-150
0.646Intersection V/C
BIntersection LOS
0.000.190.050.280.280.000.000.000.090.080.000.18V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-151
0.412Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 7: Rampart Street at Chapman Avenue
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Chapman AvenueChapman AvenueRampart StreetName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
411224196813812374Total Analysis Volume [veh/h]
10306492353119Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
411224196813812374Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
411224196813812374Base Volume Input [veh/h]
Chapman AvenueChapman AvenueRampart StreetName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-152
0.412Intersection V/C
AIntersection LOS
0.190.190.290.080.070.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
---Lead-LeadLead / Lag
Auxiliary Signal Groups
048301Signal group
PermissivePermissivePermissiveProtectedSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-153
0.228Volume to Capacity (v/c):
ALevel Of Service:
9.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 8: Manchester Avenue at City Boulevard West
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Intersection Setup
0000Pedestrian Volume [ped/h]
217261038817444773311306Total Analysis Volume [veh/h]
527312244112188332Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
217261038817444773311306Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
217261038817444773311306Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-154
AIntersection LOS
9.45Intersection Delay [s/veh]
AAAAApproach LOS
9.179.829.439.40Approach Delay [s/veh]
3.333.921.090.180.1813.4121.921.321.321.310.110.9011.460.8195th-Percentile Queue Length [ft]
0.130.160.040.010.010.540.880.860.860.860.410.440.460.0395th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.040.050.010.000.000.150.230.220.220.220.120.130.130.01Degree of Utilization, x
633542696620620576763665665665608631604559Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-155
0.241Volume to Capacity (v/c):
ALevel Of Service:
9.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 9: City Boulevard at City Boulevard West/The City Way
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
The City WayCity Boulevard WestCity BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
6014313071109144Total Analysis Volume [veh/h]
153633182736Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
6014313071109144Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
6014313071109144Base Volume Input [veh/h]
The City WayCity Boulevard WestCity BoulevardName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-156
AIntersection LOS
9.34Intersection Delay [s/veh]
AAAApproach LOS
8.899.399.66Approach Delay [s/veh]
12.4013.5913.3914.4112.7723.4595th-Percentile Queue Length [ft]
0.500.540.540.580.510.9495th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.140.150.150.160.150.24Degree of Utilization, x
712658660619745597Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-157
0.143Volume to Capacity (v/c):
ALevel Of Service:
8.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 10: City Boulevard East at The City Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Intersection Setup
0000Pedestrian Volume [ped/h]
1510025694751112944790Total Analysis Volume [veh/h]
42562241928711220Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
1510025694751112944790Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1510025694751112944790Base Volume Input [veh/h]
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-158
AIntersection LOS
8.51Intersection Delay [s/veh]
AAAAApproach LOS
8.468.808.318.10Approach Delay [s/veh]
1.496.046.043.195.885.9810.3012.421.641.645.710.850.9595th-Percentile Queue Length [ft]
0.060.240.240.130.240.240.410.500.070.070.230.030.0495th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.020.070.070.040.070.070.120.140.020.020.070.010.01Degree of Utilization, x
768669669613686675617778677677620715639Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-159
0.539Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 11: The City Drive at The City Way/Dawn Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Dawn WayThe City WayThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
193107115958781451648212172101760Total Analysis Volume [veh/h]
4831840152036412534325415Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
193107115958781451648212172101760Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
193107115958781451648212172101760Base Volume Input [veh/h]
Dawn WayThe City WayThe City DriveThe City DriveName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-160
0.539Intersection V/C
AIntersection LOS
0.110.050.040.080.030.020.260.260.120.170.170.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
5,8Auxiliary Signal Groups
040880061025Signal group
SplitSplitSplitOverlapSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-161
0.790Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 12: Lewis Street at Lampson Avenue/Metropolitan Drive
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
2061011081713723022125411919673794Total Analysis Volume [veh/h]
52252743937653135482418424Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2061011081713723022125411919673794Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2061011081713723022125411919673794Base Volume Input [veh/h]
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-162
0.790Intersection V/C
CIntersection LOS
0.120.060.060.320.320.180.220.220.110.250.250.06V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-163
0.326Volume to Capacity (v/c):
ALevel Of Service:
9.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 13: Entertainment Drive at City Boulevard West
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
City Boulevard WestCity Boulevard WestEntertainment DriveName
Intersection Setup
000Pedestrian Volume [ped/h]
376513042234205Total Analysis Volume [veh/h]
91633115951Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
376513042234205Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
376513042234205Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestEntertainment DriveName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-164
AIntersection LOS
9.67Intersection Delay [s/veh]
AABApproach LOS
9.228.9410.06Approach Delay [s/veh]
13.1321.0730.6635.3395th-Percentile Queue Length [ft]
0.530.841.231.4195th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.150.220.290.33Degree of Utilization, x
681778797629Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-165
0.430Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 14: Entertainment Drive at Metropolitan Drive
Intersection Level Of Service Report
NoYesYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
3354308253698281160100Total Analysis Volume [veh/h]
8410821134257040000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3354308253698281160100Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3354308253698281160100Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-166
0.430Intersection V/C
AIntersection LOS
0.230.230.000.160.160.060.020.020.090.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-167
0.524Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
2214729983605090066778611Total Analysis Volume [veh/h]
6377521151020016720153Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2214729983605090066778611Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2214729983605090066778611Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-168
0.524Intersection V/C
AIntersection LOS
0.050.050.090.000.180.000.010.000.000.110.200.18V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-169
0.541Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 16: The City Drive at Metropolitan Drive
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Metropolitan DriveThe City DriveThe City DriveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
80541934812961230114Total Analysis Volume [veh/h]
2011058732430829Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
80541934812961230114Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
80541934812961230114Base Volume Input [veh/h]
Metropolitan DriveThe City DriveThe City DriveName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-170
0.541Intersection V/C
AIntersection LOS
0.200.120.000.250.240.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
-Lead---LeadLead / Lag
3,53,6Auxiliary Signal Groups
336625Signal group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-171
0.682Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
3515820474837119810611754223Total Analysis Volume [veh/h]
11015511920930027318956Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3515820474837119810611754223Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3515820474837119810611754223Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-172
0.682Intersection V/C
BIntersection LOS
0.000.000.000.110.110.140.000.350.060.150.150.13V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 5: 5 AM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-173
0.738Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
644100380000222249184861552213Total Analysis Volume [veh/h]
161251200006562512238853Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
644100380000222249184861552213Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
644100380000222249184861552213Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-174
0.738Intersection V/C
CIntersection LOS
0.190.300.050.000.000.000.010.330.010.000.230.06V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-175
0.499Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
00064122064691164102521850Total Analysis Volume [veh/h]
0001605516173410065460Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
00064122064691164102521850Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00064122064691164102521850Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-176
0.499Intersection V/C
AIntersection LOS
0.000.000.000.190.130.040.000.240.000.260.260.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-177
0.981Volume to Capacity (v/c):
ELevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 3: Lewis Street at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
235146441613613251228038679430549213Total Analysis Volume [veh/h]
59366104343313120972010813753Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
235146441613613251228038679430549213Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
235146441613613251228038679430549213Base Volume Input [veh/h]
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-178
0.981Intersection V/C
EIntersection LOS
0.140.430.240.290.290.070.270.270.050.250.320.13V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-179
0.663Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 4: Manchester Avenue at Chapman Avenue
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
3618161871191766671149017142340150Total Analysis Volume [veh/h]
94544730442172923431061038Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3618161871191766671149017142340150Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3618161871191766671149017142340150Base Volume Input [veh/h]
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-180
0.663Intersection V/C
BIntersection LOS
0.020.360.060.370.370.040.060.060.100.070.020.09V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead------Lead / Lag
2,7Auxiliary Signal Groups
047083060220Signal group
PermissPermissProtectePermissPermissProtecteSplitSplitSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-181
0.855Volume to Capacity (v/c):
DLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 5: The City Drive at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
2201274406118169558064812471947061338171Total Analysis Volume [veh/h]
55319102304241451623124917733543Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2201274406118169558064812471947061338171Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2201274406118169558064812471947061338171Base Volume Input [veh/h]
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-182
0.855Intersection V/C
DIntersection LOS
0.130.250.120.020.330.170.210.240.060.300.200.05V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
5,83,62,7Auxiliary Signal Groups
047883661225Signal group
PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-183
0.659Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
013512871026154201002151120541Total Analysis Volume [veh/h]
03387225738603054280135Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
013512871026154201002151120541Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
013512871026154201002151120541Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-184
0.659Intersection V/C
BIntersection LOS
0.000.260.080.300.300.000.010.000.060.070.000.16V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-185
0.511Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 7: Rampart Street at Chapman Avenue
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Chapman AvenueChapman AvenueRampart StreetName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
801856156616113853Total Analysis Volume [veh/h]
20464392403513Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
801856156616113853Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
801856156616113853Base Volume Input [veh/h]
Chapman AvenueChapman AvenueRampart StreetName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-186
0.511Intersection V/C
AIntersection LOS
0.280.280.230.090.080.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
---Lead-LeadLead / Lag
Auxiliary Signal Groups
048301Signal group
PermissivePermissivePermissiveProtectedSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-187
0.363Volume to Capacity (v/c):
BLevel Of Service:
10.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 8: Manchester Avenue at City Boulevard West
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Intersection Setup
0000Pedestrian Volume [ped/h]
2612277920111027721242887Total Analysis Volume [veh/h]
7372250286956722Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2612277920111027721242887Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2612277920111027721242887Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-188
BIntersection LOS
10.94Intersection Delay [s/veh]
ABABApproach LOS
9.8112.549.9111.41Approach Delay [s/veh]
4.445.160.800.570.5741.2015.114.114.114.13.0727.5828.211.0295th-Percentile Queue Length [ft]
0.180.210.030.020.021.650.610.570.570.570.121.101.130.0495th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.060.060.010.010.010.360.170.160.160.160.040.270.280.01Degree of Utilization, x
580503666596596554649576576576534571561521Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-189
0.409Volume to Capacity (v/c):
BLevel Of Service:
12.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 9: City Boulevard at City Boulevard West/The City Way
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
The City WayCity Boulevard WestCity BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
5832638985198112Total Analysis Volume [veh/h]
158297215028Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
5832638985198112Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5832638985198112Base Volume Input [veh/h]
The City WayCity Boulevard WestCity BoulevardName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-190
BIntersection LOS
12.14Intersection Delay [s/veh]
BBBApproach LOS
11.6212.9011.61Approach Delay [s/veh]
33.9735.6947.4349.6435.3221.0395th-Percentile Queue Length [ft]
1.361.431.901.991.410.8495th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.320.330.400.410.330.22Degree of Utilization, x
605585596579607505Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-191
0.173Volume to Capacity (v/c):
ALevel Of Service:
9.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 10: City Boulevard East at The City Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Intersection Setup
0000Pedestrian Volume [ped/h]
421788152157881224142301Total Analysis Volume [veh/h]
11452015420206101180Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
421788152157881224142301Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
421788152157881224142301Base Volume Input [veh/h]
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-192
AIntersection LOS
9.28Intersection Delay [s/veh]
AAAAApproach LOS
9.309.608.888.73Approach Delay [s/veh]
4.6412.2112.2112.0415.4515.5611.469.911.371.375.825.024.1395th-Percentile Queue Length [ft]
0.190.490.490.480.620.620.460.400.050.050.230.200.1795th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.060.140.140.140.170.170.130.120.020.020.070.060.05Degree of Utilization, x
719632632582639635585691613613568668593Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-193
0.611Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 11: The City Drive at The City Way/Dawn Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Dawn WayThe City WayThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
34420841821732029813264817143187Total Analysis Volume [veh/h]
86521464807533212435822Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
34420841821732029813264817143187Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
34420841821732029813264817143187Base Volume Input [veh/h]
Dawn WayThe City WayThe City DriveThe City DriveName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-194
0.611Intersection V/C
BIntersection LOS
0.200.060.050.080.010.090.240.240.030.210.210.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
5,8Auxiliary Signal Groups
040880061025Signal group
SplitSplitSplitOverlapSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-195
0.762Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 12: Lewis Street at Lampson Avenue/Metropolitan Drive
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
1734502287517517131958312472644138Total Analysis Volume [veh/h]
431135719444380146311816135Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
1734502287517517131958312472644138Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1734502287517517131958312472644138Base Volume Input [veh/h]
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-196
0.762Intersection V/C
CIntersection LOS
0.100.260.130.150.150.100.270.270.070.210.210.08V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-197
0.521Volume to Capacity (v/c):
BLevel Of Service:
13.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 13: Entertainment Drive at City Boulevard West
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
City Boulevard WestCity Boulevard WestEntertainment DriveName
Intersection Setup
000Pedestrian Volume [ped/h]
8824731543137206Total Analysis Volume [veh/h]
226279113452Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
8824731543137206Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
8824731543137206Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestEntertainment DriveName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-198
BIntersection LOS
13.12Intersection Delay [s/veh]
BBBApproach LOS
14.5312.6412.23Approach Delay [s/veh]
75.6668.5720.0945.9495th-Percentile Queue Length [ft]
3.032.740.801.8495th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.520.490.210.39Degree of Utilization, x
643728642528Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-199
0.626Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 14: Entertainment Drive at Metropolitan Drive
Intersection Level Of Service Report
NoYesYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
227525213341099904771214Total Analysis Volume [veh/h]
57131108427250119301Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
227525213341099904771214Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
227525213341099904771214Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-200
0.626Intersection V/C
BIntersection LOS
0.220.220.000.100.100.060.060.000.280.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-201
0.616Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
212566751866420380024666465Total Analysis Volume [veh/h]
56416947161010006217116Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
212566751866420380024666465Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
212566751866420380024666465Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-202
0.616Intersection V/C
BIntersection LOS
0.080.080.200.000.190.000.020.000.000.000.160.14V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-203
0.456Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 16: The City Drive at Metropolitan Drive
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Metropolitan DriveThe City DriveThe City DriveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
68019674910511370217Total Analysis Volume [veh/h]
1704918726334354Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
68019674910511370217Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
68019674910511370217Base Volume Input [veh/h]
Metropolitan DriveThe City DriveThe City DriveName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-204
0.456Intersection V/C
AIntersection LOS
0.140.060.160.210.270.06V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
-Lead---LeadLead / Lag
3,53,6Auxiliary Signal Groups
336625Signal group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-205
0.725Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
36862015125197201088671025237Total Analysis Volume [veh/h]
92253811301802722225659Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
36862015125197201088671025237Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
36862015125197201088671025237Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-206
0.725Intersection V/C
CIntersection LOS
0.020.060.010.130.130.150.000.320.000.200.200.14V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 6: 6 PM 2021 Cumulative
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-207
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Sub-Dividers.doc
APPENDIX C-IV
YEAR 2021 CUMULATIVE PLUS PROJECT
TRAFFIC CONDITIONS
C-208
0.509Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
4801191120002220741633188645Total Analysis Volume [veh/h]
1203028000651948322211Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
4801191120002220741633188645Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4801191120002220741633188645Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-209
0.509Intersection V/C
AIntersection LOS
0.140.040.070.000.000.000.010.310.010.000.130.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-210
0.559Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
0009533374149715550312160Total Analysis Volume [veh/h]
0002388410124389013040Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
0009533374149715550312160Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0009533374149715550312160Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-211
0.559Intersection V/C
AIntersection LOS
0.000.000.000.280.200.020.000.230.000.140.140.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-212
1.068Volume to Capacity (v/c):
FLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 3: Lewis Street at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
747684252501518131365864830632895Total Analysis Volume [veh/h]
191921066338033914712778224Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
747684252501518131365864830632895Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
747684252501518131365864830632895Base Volume Input [veh/h]
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-213
1.068Intersection V/C
FIntersection LOS
0.040.230.250.350.350.080.370.370.030.180.190.06V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-214
0.710Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 4: Manchester Avenue at Chapman Avenue
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
30111635110617873065349270212546Total Analysis Volume [veh/h]
82798827447816876853112Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
30111635110617873065349270212546Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
30111635110617873065349270212546Base Volume Input [veh/h]
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-215
0.710Intersection V/C
CIntersection LOS
0.020.220.100.370.370.020.120.120.160.000.000.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead------Lead / Lag
2,7Auxiliary Signal Groups
047083060220Signal group
PermissPermissProtectePermissPermissProtecteSplitSplitSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-216
0.850Volume to Capacity (v/c):
DLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 5: The City Drive at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
143102143221816644015471592246421772117Total Analysis Volume [veh/h]
36255108554161001373986210519329Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
143102143221816644015471592246421772117Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
143102143221816644015471592246421772117Base Volume Input [veh/h]
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-217
0.850Intersection V/C
DIntersection LOS
0.080.200.130.090.330.120.200.310.070.120.110.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
5,83,62,7Auxiliary Signal Groups
047883661225Signal group
PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-218
0.649Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
095916866817210503091410603Total Analysis Volume [veh/h]
02404216743001077350151Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
095916866817210503091410603Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
095916866817210503091410603Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-219
0.649Intersection V/C
BIntersection LOS
0.000.190.050.280.280.000.000.000.090.080.000.18V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-220
0.413Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 7: Rampart Street at Chapman Avenue
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Chapman AvenueChapman AvenueRampart StreetName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
411226197513812374Total Analysis Volume [veh/h]
10307494353119Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
411226197513812374Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
411226197513812374Base Volume Input [veh/h]
Chapman AvenueChapman AvenueRampart StreetName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-221
0.413Intersection V/C
AIntersection LOS
0.190.190.290.080.070.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
---Lead-LeadLead / Lag
Auxiliary Signal Groups
048301Signal group
PermissivePermissivePermissiveProtectedSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-222
0.239Volume to Capacity (v/c):
ALevel Of Service:
9.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 8: Manchester Avenue at City Boulevard West
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Intersection Setup
0000Pedestrian Volume [ped/h]
2172610310518044773311306Total Analysis Volume [veh/h]
527312645112188332Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2172610310518044773311306Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2172610310518044773311306Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-223
AIntersection LOS
9.59Intersection Delay [s/veh]
ABAAApproach LOS
9.2310.109.559.53Approach Delay [s/veh]
3.373.961.100.180.1816.5623.221.721.721.710.211.1011.670.8395th-Percentile Queue Length [ft]
0.130.160.040.010.010.660.930.870.870.870.410.440.470.0395th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.040.050.010.000.000.180.240.230.230.230.120.130.140.01Degree of Utilization, x
627537694620620575753657657657602621594550Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-224
0.245Volume to Capacity (v/c):
ALevel Of Service:
9.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 9: City Boulevard at City Boulevard West/The City Way
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
The City WayCity Boulevard WestCity BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
6114313072112146Total Analysis Volume [veh/h]
153633182837Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
6114313072112146Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
6114313072112146Base Volume Input [veh/h]
The City WayCity Boulevard WestCity BoulevardName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-225
AIntersection LOS
9.37Intersection Delay [s/veh]
AAAApproach LOS
8.919.429.69Approach Delay [s/veh]
12.5013.7113.5114.5613.2123.9195th-Percentile Queue Length [ft]
0.500.550.540.580.530.9695th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.140.160.150.160.150.24Degree of Utilization, x
711655657617744597Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-226
0.143Volume to Capacity (v/c):
ALevel Of Service:
8.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 10: City Boulevard East at The City Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Intersection Setup
0000Pedestrian Volume [ped/h]
1510125696751112944790Total Analysis Volume [veh/h]
42562241928711220Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
1510125696751112944790Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1510125696751112944790Base Volume Input [veh/h]
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-227
AIntersection LOS
8.52Intersection Delay [s/veh]
AAAAApproach LOS
8.478.818.328.10Approach Delay [s/veh]
1.496.116.113.196.016.1110.3112.441.641.645.720.850.9595th-Percentile Queue Length [ft]
0.060.240.240.130.240.240.410.500.070.070.230.030.0495th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.020.080.080.040.070.080.120.140.020.020.070.010.01Degree of Utilization, x
768669669612686675617776676676619715639Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-228
0.540Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 11: The City Drive at The City Way/Dawn Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Dawn WayThe City WayThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
193107116158781451648212172101761Total Analysis Volume [veh/h]
4831840152036412534325415Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
193107116158781451648212172101761Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
193107116158781451648212172101761Base Volume Input [veh/h]
Dawn WayThe City WayThe City DriveThe City DriveName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-229
0.540Intersection V/C
AIntersection LOS
0.110.050.040.080.030.020.260.260.120.170.170.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
5,8Auxiliary Signal Groups
040880061025Signal group
SplitSplitSplitOverlapSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-230
0.793Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 12: Lewis Street at Lampson Avenue/Metropolitan Drive
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
2071011091713723022125411949673794Total Analysis Volume [veh/h]
52252743937653135492418424Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2071011091713723022125411949673794Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2071011091713723022125411949673794Base Volume Input [veh/h]
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-231
0.793Intersection V/C
CIntersection LOS
0.120.060.060.320.320.180.220.220.110.250.250.06V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-232
0.328Volume to Capacity (v/c):
ALevel Of Service:
9.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 13: Entertainment Drive at City Boulevard West
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
City Boulevard WestCity Boulevard WestEntertainment DriveName
Intersection Setup
000Pedestrian Volume [ped/h]
376513342234206Total Analysis Volume [veh/h]
91633115952Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
376513342234206Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
376513342234206Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestEntertainment DriveName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-233
AIntersection LOS
9.69Intersection Delay [s/veh]
AABApproach LOS
9.238.9710.09Approach Delay [s/veh]
13.1521.5430.7335.6495th-Percentile Queue Length [ft]
0.530.861.231.4395th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.150.230.290.33Degree of Utilization, x
680778795628Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-234
0.431Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 14: Entertainment Drive at Metropolitan Drive
Intersection Level Of Service Report
NoYesYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
3354318253998291162100Total Analysis Volume [veh/h]
8410821135257041000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3354318253998291162100Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3354318253998291162100Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-235
0.431Intersection V/C
AIntersection LOS
0.230.230.000.160.160.060.020.020.100.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-236
0.524Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
2214829987607090066778611Total Analysis Volume [veh/h]
6377522152020016720153Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2214829987607090066778611Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2214829987607090066778611Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-237
0.524Intersection V/C
AIntersection LOS
0.050.050.090.000.180.000.010.000.000.110.200.18V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-238
0.542Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 16: The City Drive at Metropolitan Drive
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Metropolitan DriveThe City DriveThe City DriveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
80741934812981231115Total Analysis Volume [veh/h]
2021058732530829Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
80741934812981231115Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
80741934812981231115Base Volume Input [veh/h]
Metropolitan DriveThe City DriveThe City DriveName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-239
0.542Intersection V/C
AIntersection LOS
0.200.120.000.250.240.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
-Lead---LeadLead / Lag
3,53,6Auxiliary Signal Groups
336625Signal group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-240
0.684Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
3515820476839120010611754223Total Analysis Volume [veh/h]
11015511921030027318956Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3515820476839120010611754223Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3515820476839120010611754223Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-241
0.684Intersection V/C
BIntersection LOS
0.000.000.000.110.110.140.000.350.060.150.150.13V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-242
0.739Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
644100380000222250184921552213Total Analysis Volume [veh/h]
161251200006563512338853Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
644100380000222250184921552213Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
644100380000222250184921552213Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-243
0.739Intersection V/C
CIntersection LOS
0.190.300.050.000.000.000.010.330.010.000.230.06V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-244
0.502Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
00065022064691164202521920Total Analysis Volume [veh/h]
0001635516173411065480Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
00065022064691164202521920Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00065022064691164202521920Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-245
0.502Intersection V/C
AIntersection LOS
0.000.000.000.190.130.040.000.240.000.260.260.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-246
0.988Volume to Capacity (v/c):
ELevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 3: Lewis Street at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
235146542713713261228038679437549214Total Analysis Volume [veh/h]
59366107343323120972010913754Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
235146542713713261228038679437549214Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
235146542713713261228038679437549214Base Volume Input [veh/h]
Chapman AvenueChapman AvenueLewis StreetLewis StreetName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-247
0.988Intersection V/C
EIntersection LOS
0.140.430.250.290.290.070.270.270.050.260.320.13V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083061025Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-248
0.670Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 4: Manchester Avenue at Chapman Avenue
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
3618272021201773671149017143240151Total Analysis Volume [veh/h]
94575130443172923431081038Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3618272021201773671149017143240151Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3618272021201773671149017143240151Base Volume Input [veh/h]
Chapman AvenueChapman AvenueManchester AvenueManchester AvenueName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-249
0.670Intersection V/C
BIntersection LOS
0.020.360.060.370.370.040.060.060.100.070.020.09V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead------Lead / Lag
2,7Auxiliary Signal Groups
047083060220Signal group
PermissPermissProtectePermissPermissProtecteSplitSplitSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-250
0.856Volume to Capacity (v/c):
DLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 5: The City Drive at Chapman Avenue
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
2201289406118170458765812471947061338171Total Analysis Volume [veh/h]
55322102304261471653124917733543Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2201289406118170458765812471947061338171Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2201289406118170458765812471947061338171Base Volume Input [veh/h]
Chapman AvenueChapman AvenueThe City DriveThe City DriveName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-251
0.856Intersection V/C
DIntersection LOS
0.130.250.120.020.330.170.210.240.060.300.200.05V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead--Lead--Lead--LeadLead / Lag
5,83,62,7Auxiliary Signal Groups
047883661225Signal group
PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-252
0.663Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
013582871032154601002151120550Total Analysis Volume [veh/h]
03407225838703054280138Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
013582871032154601002151120550Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
013582871032154601002151120550Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-253
0.663Intersection V/C
BIntersection LOS
0.000.270.080.300.300.000.010.000.060.070.000.16V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-254
0.512Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 7: Rampart Street at Chapman Avenue
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
Chapman AvenueChapman AvenueRampart StreetName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
801863157016113853Total Analysis Volume [veh/h]
20466393403513Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
801863157016113853Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
801863157016113853Base Volume Input [veh/h]
Chapman AvenueChapman AvenueRampart StreetName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-255
0.512Intersection V/C
AIntersection LOS
0.290.290.230.090.080.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
---Lead-LeadLead / Lag
Auxiliary Signal Groups
048301Signal group
PermissivePermissivePermissiveProtectedSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-256
0.383Volume to Capacity (v/c):
BLevel Of Service:
11.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 8: Manchester Avenue at City Boulevard West
Intersection Level Of Service Report
NoYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Intersection Setup
0000Pedestrian Volume [ped/h]
2612277921112627721242887Total Analysis Volume [veh/h]
7372253326956722Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2612277921112627721242887Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2612277921112627721242887Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestManchester AvenueManchester AvenueName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-257
BIntersection LOS
11.12Intersection Delay [s/veh]
ABBBApproach LOS
9.8912.8810.0211.57Approach Delay [s/veh]
4.495.210.800.570.5744.6018.014.314.314.33.0928.0628.691.0395th-Percentile Queue Length [ft]
0.180.210.030.020.021.780.720.570.570.570.121.121.150.0495th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.060.070.010.010.010.380.200.160.160.160.040.280.280.01Degree of Utilization, x
573499663593593551643572572572530564555515Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-258
0.412Volume to Capacity (v/c):
BLevel Of Service:
12.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 9: City Boulevard at City Boulevard West/The City Way
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
The City WayCity Boulevard WestCity BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
6132638987200113Total Analysis Volume [veh/h]
158297225028Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
6132638987200113Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
6132638987200113Base Volume Input [veh/h]
The City WayCity Boulevard WestCity BoulevardName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-259
BIntersection LOS
12.21Intersection Delay [s/veh]
BBBApproach LOS
11.6812.9811.67Approach Delay [s/veh]
34.4036.2347.9450.2335.9521.3195th-Percentile Queue Length [ft]
1.381.451.922.011.440.8595th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.320.330.400.410.330.22Degree of Utilization, x
604583595577606504Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-260
0.174Volume to Capacity (v/c):
ALevel Of Service:
9.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 10: City Boulevard East at The City Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Intersection Setup
0000Pedestrian Volume [ped/h]
421818152167881224142301Total Analysis Volume [veh/h]
11452015420206101180Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
421818152167881224142301Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
421818152167881224142301Base Volume Input [veh/h]
The City WayThe City WayCity Boulevard EastCity Boulevard EastName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-261
AIntersection LOS
9.29Intersection Delay [s/veh]
AAAAApproach LOS
9.319.618.898.73Approach Delay [s/veh]
4.6512.4512.4512.0515.5615.6611.479.921.371.375.835.024.1395th-Percentile Queue Length [ft]
0.190.500.500.480.620.630.460.400.050.050.230.200.1795th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.060.140.140.140.170.170.130.120.020.020.070.060.05Degree of Utilization, x
719632632582638635584690612612567668592Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-262
0.612Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 11: The City Drive at The City Way/Dawn Way
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Dawn WayThe City WayThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
34420841831732029813264817143190Total Analysis Volume [veh/h]
86521464807533212435823Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
34420841831732029813264817143190Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
34420841831732029813264817143190Base Volume Input [veh/h]
Dawn WayThe City WayThe City DriveThe City DriveName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-263
0.612Intersection V/C
BIntersection LOS
0.200.060.050.080.010.090.240.240.030.210.210.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
5,8Auxiliary Signal Groups
040880061025Signal group
SplitSplitSplitOverlapSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-264
0.762Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 12: Lewis Street at Lampson Avenue/Metropolitan Drive
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
1764502287517517131958312673644138Total Analysis Volume [veh/h]
441135719444380146321816135Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
1764502287517517131958312673644138Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1764502287517517131958312673644138Base Volume Input [veh/h]
Metropolitan DriveLampson AvenueLewis StreetLewis StreetName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-265
0.762Intersection V/C
CIntersection LOS
0.100.260.130.150.150.100.270.270.070.210.210.08V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-266
0.522Volume to Capacity (v/c):
BLevel Of Service:
13.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
All-way stopControl Type:
Intersection 13: Entertainment Drive at City Boulevard West
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
City Boulevard WestCity Boulevard WestEntertainment DriveName
Intersection Setup
000Pedestrian Volume [ped/h]
8824731743137208Total Analysis Volume [veh/h]
226279113452Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
8824731743137208Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
8824731743137208Base Volume Input [veh/h]
City Boulevard WestCity Boulevard WestEntertainment DriveName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-267
BIntersection LOS
13.18Intersection Delay [s/veh]
BBBApproach LOS
14.5812.7212.29Approach Delay [s/veh]
75.9369.4620.1246.7195th-Percentile Queue Length [ft]
3.042.780.801.8795th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.520.500.210.39Degree of Utilization, x
642726641527Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-268
0.629Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 14: Entertainment Drive at Metropolitan Drive
Intersection Level Of Service Report
NoYesYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
2285282133611010004781214Total Analysis Volume [veh/h]
57132108428250120301Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2285282133611010004781214Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2285282133611010004781214Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveEntertainment DriveEntertainment DriveName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-269
0.629Intersection V/C
BIntersection LOS
0.220.220.000.100.100.060.060.000.280.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
------------Lead / Lag
Auxiliary Signal Groups
040080060020Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-270
0.617Volume to Capacity (v/c):
BLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
212586751886430380024666467Total Analysis Volume [veh/h]
56516947161010006217117Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
212586751886430380024666467Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
212586751886430380024666467Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-271
0.617Intersection V/C
BIntersection LOS
0.080.080.200.000.190.000.020.000.000.000.160.14V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-272
0.457Volume to Capacity (v/c):
ALevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 16: The City Drive at Metropolitan Drive
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Metropolitan DriveThe City DriveThe City DriveName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
68119674910521373219Total Analysis Volume [veh/h]
1704918726334355Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
68119674910521373219Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
68119674910521373219Base Volume Input [veh/h]
Metropolitan DriveThe City DriveThe City DriveName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-273
0.457Intersection V/C
AIntersection LOS
0.140.060.160.210.270.06V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
-Lead---LeadLead / Lag
3,53,6Auxiliary Signal Groups
336625Signal group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-274
0.727Volume to Capacity (v/c):
CLevel Of Service:
-Delay (sec / veh):
15 minutesAnalysis Period:
ICU 1Analysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
36862015125237221090671027237Total Analysis Volume [veh/h]
92253811311812732225759Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
36862015125237221090671027237Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
36862015125237221090671027237Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-275
0.727Intersection V/C
CIntersection LOS
0.020.060.010.130.130.150.000.320.000.200.200.14V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
5.00Lost time [s]
100Cycle Length [s]
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
C-276
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Sub-Dividers.doc
APPENDIX C-V
INTERNAL CAPTURE WORKSHEETS
C-277
C-278
C-279
C-280
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-17-3882-1
The Terrace Apartments, Orange
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Dividers.doc
APPENDIX D
CALTRANS INTERSECTION LEVEL OF SERVICE
CALCULATION WORKSHEETS
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Sub-Dividers.doc
APPENDIX D-I
EXISTING TRAFFIC CONDITIONS
D-1
0.383Volume to Capacity (v/c):
BLevel Of Service:
13.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
320114970002113971518561343Total Analysis Volume [veh/h]
802924000534944615311Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
320114970002113971518561343Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
320114970002113971518561343Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-2
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001600330Pedestrian Clearance [s]
000000070070Walk [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Vehicle Extension [s]
03600000441004410Split [s]
0.01.00.00.00.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Amber [s]
03000000303003030Maximum Green [s]
060000066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-3
158.259.9264.8063.285.45105.6917.6236.0221.5095th-Percentile Queue Length [ft/ln]
6.332.402.592.530.224.230.701.440.8695th-Percentile Queue Length [veh/ln]
87.9133.2936.0035.163.0358.729.7920.0111.9550th-Percentile Queue Length [ft/ln]
3.521.331.441.410.122.350.390.800.4850th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesCritical Lane Group
DCCCAADADLane Group LOS
40.2034.7334.7034.734.856.1549.364.5642.52d, Delay for Lane Group [s/veh]
0.780.270.270.270.020.300.380.130.28X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.190.580.540.560.030.175.940.060.95d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.11k, delay calibration
37.0234.1534.1634.174.815.9843.424.5141.57d1, Uniform Delay [s]
41224926926110734586394742156c, Capacity [veh/h]
281317021837178115896792178167923459s, saturation flow rate [veh/h]
0.110.040.040.040.010.210.010.090.01(v / s)_i Volume / Saturation Flow Rate
0.150.150.150.150.680.680.020.700.04g / C, Green / Cycle
1313131361612634g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
RCCLRCLCLLane Group
Lane Group Calculations
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-4
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]42.52 4.56 0.00 49.36 6.15 4.85 0.00 0.00 0.00 34.73 34.72 40.20
Movement LOS D A D A A C C D
d_A, Approach Delay [s/veh]7.05 6.58 0.00 38.02
Approach LOS A A A D
d_I, Intersection Delay [s/veh]13.07
Intersection LOS B
Intersection V/C 0.383
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 34.67 34.67
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 1.801 2.541
Crosswalk LOS F F A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]889 889 0 711
d_b, Bicycle Delay [s]13.89 13.89 45.00 18.69
I_b,int, Bicycle LOS Score for Intersection 1.830 2.151 4.132 1.998
Bicycle LOS A B D A
----------------Ring 4
----------------Ring 3
--------------65Ring 2
-------------421Ring 1
Sequence
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-5
0.525Volume to Capacity (v/c):
BLevel Of Service:
16.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000864278392011164037980Total Analysis Volume [veh/h]
000216701050291012000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
000864278392011164037980Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000864278392011164037980Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-6
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.00.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001800130Pedestrian Clearance [s]
000000070070Walk [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
000061002900290Split [s]
0.00.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s]
000030003000300Maximum Green [s]
000060060060Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-7
335.97196.4224.13131.4468.4466.0995th-Percentile Queue Length [ft/ln]
13.447.860.975.262.742.6495th-Percentile Queue Length [veh/ln]
215.58110.3013.4173.0238.0236.7250th-Percentile Queue Length [ft/ln]
8.624.410.542.921.521.4750th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoCritical Lane Group
CCBBAALane Group LOS
29.7022.5419.2910.789.909.77d, Delay for Lane Group [s/veh]
0.870.420.060.310.150.17X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.540.430.040.210.310.10d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.50k, delay calibration
27.1722.1119.2510.579.589.67d1, Uniform Delay [s]
992659628379210413792c, Capacity [veh/h]
281318701781679218646792s, saturation flow rate [veh/h]
0.310.150.020.170.090.09(v / s)_i Volume / Saturation Flow Rate
0.350.350.350.560.560.56g / C, Green / Cycle
323232505050g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090C, Cycle Length [s]
RCLCCCLane Group
Lane Group Calculations
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-8
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 9.80 9.90 0.00 10.78 0.00 19.29 22.54 29.70 0.00 0.00 0.00
Movement LOS A A B B C C
d_A, Approach Delay [s/veh]9.80 10.78 27.67 0.00
Approach LOS A B C A
d_I, Intersection Delay [s/veh]16.87
Intersection LOS B
Intersection V/C 0.525
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 34.67 34.67
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.530 1.697
Crosswalk LOS F F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 556 1267 0
d_b, Bicycle Delay [s]23.47 23.47 6.05 45.00
I_b,int, Bicycle LOS Score for Intersection 1.824 2.040 3.508 4.132
Bicycle LOS A B D D
----------------Ring 4
----------------Ring 3
--------------86Ring 2
---------------2Ring 1
Sequence
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-9
0.694Volume to Capacity (v/c):
BLevel Of Service:
19.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
07701285541460050251960560Total Analysis Volume [veh/h]
01933213936501063240140Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
07701285541460050251960560Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
07701285541460050251960560Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-10
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.02.00.02.00.00.00.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.00.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0000410000000Pedestrian Clearance [s]
000070000000Walk [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Vehicle Extension [s]
06512053000190036Split [s]
0.01.01.00.01.00.00.00.01.00.00.01.0All red [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Amber [s]
03030030000300030Maximum Green [s]
066060006006Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-11
86.9243.32221.88221.88210.003.1585.7554.65180.0095th-Percentile Queue Length [ft/ln]
3.481.738.888.888.400.133.432.197.2095th-Percentile Queue Length [veh/ln]
48.2924.07128.82128.82120.131.7547.6430.36100.0050th-Percentile Queue Length [ft/ln]
1.930.965.155.154.810.071.911.214.0050th-Percentile Queue Length [veh/ln]
NoYesNoYesNoNoYesNoYesCritical Lane Group
ACCCBCCCCLane Group LOS
9.9929.8520.6720.6718.6626.1829.9822.1525.97d, Delay for Lane Group [s/veh]
0.310.450.720.720.680.030.660.280.76X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.071.092.072.070.450.061.910.451.65d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.120.120.110.110.110.110.11k, delay calibration
9.9328.7518.6018.6018.2026.1228.0721.7024.33d1, Uniform Delay [s]
25172865575571785176383339737c, Capacity [veh/h]
509434591589158950941589345915893459s, saturation flow rate [veh/h]
0.150.040.250.250.240.000.070.060.16(v / s)_i Volume / Saturation Flow Rate
0.490.080.350.350.350.110.110.210.21g / C, Green / Cycle
325232323771414g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
666666666666666666C, Cycle Length [s]
CLRCCRLRLLane Group
Lane Group Calculations
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-12
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]25.97 0.00 22.15 29.98 0.00 26.18 0.00 18.66 20.67 29.85 9.99 0.00
Movement LOS C C C C B C C A
d_A, Approach Delay [s/veh]25.41 29.91 19.46 12.82
Approach LOS C C B B
d_I, Intersection Delay [s/veh]19.62
Intersection LOS B
Intersection V/C 0.694
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]49.50 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.575 0.000 0.000 0.000
Crosswalk LOS B F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 0 817 1017
d_b, Bicycle Delay [s]60.00 60.00 21.00 14.50
I_b,int, Bicycle LOS Score for Intersection 4.132 4.132 2.390 2.054
Bicycle LOS D D B B
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-15Ring 1
Sequence
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-13
0.492Volume to Capacity (v/c):
BLevel Of Service:
19.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
219825547475090063375561Total Analysis Volume [veh/h]
5256412119020015819140Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
219825547475090063375561Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
219825547475090063375561Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-14
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
0.02.02.02.02.00.02.00.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.02.02.02.00.02.00.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0220000000000Pedestrian Clearance [s]
070000000000Walk [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Vehicle Extension [s]
0351916160100045450Split [s]
0.01.01.01.01.00.01.00.00.01.01.00.0All red [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Amber [s]
0303030300300030300Maximum Green [s]
066660600660Minimum Green [s]
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-15
37.9239.35120.839.57222.5311.9967.87170.75171.3495th-Percentile Queue Length [ft/ln]
1.521.574.830.388.900.482.716.836.8595th-Percentile Queue Length [veh/ln]
21.0721.8667.135.32129.296.6637.7194.8695.1950th-Percentile Queue Length [ft/ln]
0.840.872.690.215.170.271.513.793.8150th-Percentile Queue Length [veh/ln]
NoNoYesNoYesYesYesNoNoCritical Lane Group
CCDADEABBLane Group LOS
20.6520.6338.273.5639.1655.134.0813.7413.80d, Delay for Lane Group [s/veh]
0.100.100.580.040.810.400.300.340.35X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.070.071.220.072.8211.100.371.001.03d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.110.500.500.50k, delay calibration
20.5820.5737.063.4936.3444.033.7112.7512.78d1, Uniform Delay [s]
5906274391153584222102932921c, Capacity [veh/h]
175818703459158935601589281318011781s, saturation flow rate [veh/h]
0.030.030.070.030.130.010.220.180.18(v / s)_i Volume / Saturation Flow Rate
0.330.330.130.730.160.010.750.520.52g / C, Green / Cycle
30301165151674747g_i, Effective Green Time [s]
2.002.002.000.002.002.000.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
CCLRCRRCLLane Group
Lane Group Calculations
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-16
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]13.78 13.74 4.08 0.00 0.00 55.13 0.00 39.16 3.56 38.27 20.64 20.65
Movement LOS B B A E D A D C C
d_A, Approach Delay [s/veh]8.94 55.13 35.95 32.66
Approach LOS A E D C
d_I, Intersection Delay [s/veh]19.70
Intersection LOS B
Intersection V/C 0.492
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 11.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 34.67 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 1.766 0.000 0.000
Crosswalk LOS F A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]911 0 267 689
d_b, Bicycle Delay [s]13.34 45.00 33.80 19.34
I_b,int, Bicycle LOS Score for Intersection 3.653 4.132 1.990 1.868
Bicycle LOS D D A A
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-62Ring 1
Sequence
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-17
0.610Volume to Capacity (v/c):
CLevel Of Service:
26.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3515519416739102210211640194Total Analysis Volume [veh/h]
11014510418525626316049Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3515519416739102210211640194Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3515519416739102210211640194Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-18
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000027002500180Pedestrian Clearance [s]
000070070070Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
010003800363302926Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
060060066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-19
4.438.8060.92258.04257.24305.93139.50104.9198.08241.6195th-Percentile Queue Length [ft/ln]
0.180.352.4410.3210.2912.245.584.203.929.6695th-Percentile Queue Length [veh/ln]
2.464.8933.85155.72155.12192.2477.5058.2954.49143.4150th-Percentile Queue Length [ft/ln]
0.100.201.356.236.207.693.102.332.185.7450th-Percentile Queue Length [veh/ln]
NoYesNoNoYesYesNoNoNoYesCritical Lane Group
EEDDDBEAAELane Group LOS
56.2357.9941.9552.0452.0615.5059.649.449.2655.83d, Delay for Lane Group [s/veh]
0.130.230.230.830.830.510.780.190.190.85X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.634.310.516.476.500.929.520.380.208.81d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.500.110.500.500.11k, delay calibration
53.6053.6741.4445.5645.5614.5950.129.069.0647.02d1, Uniform Delay [s]
2326234264263201313111482205227c, Capacity [veh/h]
1589185515891788178135601781185435601781s, saturation flow rate [veh/h]
0.000.000.030.120.120.290.060.120.120.11(v / s)_i Volume / Saturation Flow Rate
0.010.010.150.150.150.570.070.620.620.13g / C, Green / Cycle
22161616628686814g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
110110110110110110110110110110C, Cycle Length [s]
RCRCLCLCCLLane Group
Lane Group Calculations
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-20
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]55.83 9.32 9.44 59.64 15.50 0.00 52.05 52.04 41.95 57.99 57.99 56.23
Movement LOS E A A E B D D D E E E
d_A, Approach Delay [s/veh]20.00 19.51 50.91 57.40
Approach LOS B B D E
d_I, Intersection Delay [s/veh]26.05
Intersection LOS C
Intersection V/C 0.610
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]44.55 0.00 44.55 44.55
I_p,int, Pedestrian LOS Score for Intersection 2.775 0.000 2.309 1.996
Crosswalk LOS C F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]455 582 618 109
d_b, Bicycle Delay [s]32.84 27.65 26.25 49.16
I_b,int, Bicycle LOS Score for Intersection 2.024 2.487 2.368 1.574
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8421Ring 1
Sequence
Scenario 9: 9 AM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-21
0.699Volume to Capacity (v/c):
CLevel Of Service:
26.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
25496457000211505173831089205Total Analysis Volume [veh/h]
6424114000537649627251Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
25496457000211505173831089205Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
25496457000211505173831089205Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-22
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001600330Pedestrian Clearance [s]
000000070070Walk [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Vehicle Extension [s]
05600000421004412Split [s]
0.01.00.00.00.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Amber [s]
03000000303003030Maximum Green [s]
060000066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-23
103.1271.5627.443.6314.15280.7624.19185.24134.1995th-Percentile Queue Length [ft/ln]
4.1310.8625.101.750.5711.230.977.415.3795th-Percentile Queue Length [veh/ln]
57.30165.9452.924.247.86172.9313.44102.9174.5550th-Percentile Queue Length [ft/ln]
2.296.6418.120.970.316.920.544.122.9850th-Percentile Queue Length [veh/ln]
NoNoYesNoNoYesNoNoYesCritical Lane Group
CCDCBCEBELane Group LOS
23.9527.4244.6722.4517.2322.3359.5216.9156.15d, Delay for Lane Group [s/veh]
0.240.510.920.090.030.500.410.320.81X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.120.6411.720.060.080.596.530.265.97d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.260.110.500.500.110.500.11k, delay calibration
23.8326.7732.9522.3917.1521.7452.9816.6550.17d1, Uniform Delay [s]
10476336966637083024413367254c, Capacity [veh/h]
281317021870178115896792178167923459s, saturation flow rate [veh/h]
0.090.190.340.030.010.220.010.160.06(v / s)_i Volume / Saturation Flow Rate
0.370.370.370.370.450.450.020.500.07g / C, Green / Cycle
4141414149492558g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
110110110110110110110110110C, Cycle Length [s]
RCCLRCLCLLane Group
Lane Group Calculations
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-24
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]56.15 16.91 0.00 59.52 22.33 17.23 0.00 0.00 0.00 22.45 38.87 23.95
Movement LOS E B E C B C D C
d_A, Approach Delay [s/veh]23.13 22.67 0.00 35.16
Approach LOS C C A D
d_I, Intersection Delay [s/veh]26.69
Intersection LOS C
Intersection V/C 0.699
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 44.55 44.55
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.305 2.672
Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]727 691 0 945
d_b, Bicycle Delay [s]22.27 23.56 55.00 15.29
I_b,int, Bicycle LOS Score for Intersection 2.093 2.196 4.132 2.611
Bicycle LOS B B D B
----------------Ring 4
----------------Ring 3
--------------65Ring 2
-------------421Ring 1
Sequence
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-25
0.406Volume to Capacity (v/c):
BLevel Of Service:
11.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
00049917462380118402416130Total Analysis Volume [veh/h]
000125441695296064030Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
00049917462380118402416130Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00049917462380118402416130Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-26
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.00.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001800130Pedestrian Clearance [s]
000000070070Walk [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
000061002900290Split [s]
0.00.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s]
000030003000300Maximum Green [s]
000060060060Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-27
228.30148.4649.4077.2091.2787.3795th-Percentile Queue Length [ft/ln]
9.135.941.983.093.653.4995th-Percentile Queue Length [veh/ln]
133.5482.4827.4442.8950.7148.5450th-Percentile Queue Length [ft/ln]
5.343.301.101.722.031.9450th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesCritical Lane Group
DCCAAALane Group LOS
36.9231.4329.025.095.465.22d, Delay for Lane Group [s/veh]
0.830.440.160.250.250.28X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.100.760.200.130.480.14d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.50k, delay calibration
33.8230.6728.824.964.985.08d1, Uniform Delay [s]
599398379474012884740c, Capacity [veh/h]
281318701781679218466792s, saturation flow rate [veh/h]
0.180.090.030.170.180.19(v / s)_i Volume / Saturation Flow Rate
0.210.210.210.700.700.70g / C, Green / Cycle
191919636363g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090C, Cycle Length [s]
RCLCCCLane Group
Lane Group Calculations
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-28
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 5.27 5.46 0.00 5.09 0.00 29.02 31.43 36.92 0.00 0.00 0.00
Movement LOS A A A C C D
d_A, Approach Delay [s/veh]5.27 5.09 34.95 0.00
Approach LOS A A C A
d_I, Intersection Delay [s/veh]11.34
Intersection LOS B
Intersection V/C 0.406
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 34.67 34.67
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.443 1.616
Crosswalk LOS F F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 556 1267 0
d_b, Bicycle Delay [s]23.47 23.47 6.05 45.00
I_b,int, Bicycle LOS Score for Intersection 2.100 2.048 2.772 4.132
Bicycle LOS B B C D
----------------Ring 4
----------------Ring 3
--------------86Ring 2
---------------2Ring 1
Sequence
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-29
0.724Volume to Capacity (v/c):
BLevel Of Service:
18.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
0108824693812920100169760468Total Analysis Volume [veh/h]
02726223532303042190117Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
0108824693812920100169760468Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0108824693812920100169760468Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-30
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.02.00.02.00.00.00.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.00.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0000410000000Pedestrian Clearance [s]
000070000000Walk [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Vehicle Extension [s]
07016054000130027Split [s]
0.01.01.00.01.00.00.00.01.00.00.01.0All red [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Amber [s]
03030030000300030Maximum Green [s]
066060006006Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-31
113.7686.05261.15261.15216.626.7459.2945.86156.5295th-Percentile Queue Length [ft/ln]
4.553.4410.4510.458.660.272.371.836.2695th-Percentile Queue Length [veh/ln]
63.2047.81158.06158.06124.963.7532.9425.4886.9650th-Percentile Queue Length [ft/ln]
2.531.916.326.325.000.151.321.023.4850th-Percentile Queue Length [veh/ln]
NoYesNoYesNoNoYesNoYesCritical Lane Group
ACCCBCCCCLane Group LOS
8.6430.6521.7821.7817.4028.3131.0123.9827.63d, Delay for Lane Group [s/veh]
0.390.660.770.770.660.070.560.260.74X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.091.993.773.770.390.221.660.481.75d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.200.200.110.110.110.110.11k, delay calibration
8.5528.6718.0118.0117.0128.0929.3523.5025.88d1, Uniform Delay [s]
28103736106101956138300290630c, Capacity [veh/h]
509434591589158950941589345915893459s, saturation flow rate [veh/h]
0.210.070.300.300.250.010.050.050.14(v / s)_i Volume / Saturation Flow Rate
0.550.110.380.380.380.090.090.180.18g / C, Green / Cycle
377262626661212g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
676767676767676767C, Cycle Length [s]
CLRCCRLRLLane Group
Lane Group Calculations
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-32
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]27.63 0.00 23.98 31.01 0.00 28.31 0.00 17.40 21.78 30.65 8.64 0.00
Movement LOS C C C C B C C A
d_A, Approach Delay [s/veh]27.12 30.86 19.24 12.70
Approach LOS C C B B
d_I, Intersection Delay [s/veh]18.69
Intersection LOS B
Intersection V/C 0.724
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]44.55 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.646 0.000 0.000 0.000
Crosswalk LOS B F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 0 909 1200
d_b, Bicycle Delay [s]55.00 55.00 16.36 8.80
I_b,int, Bicycle LOS Score for Intersection 4.132 4.132 2.479 2.293
Bicycle LOS D D B B
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-15Ring 1
Sequence
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-33
0.585Volume to Capacity (v/c):
CLevel Of Service:
26.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
201636241605400370021063387Total Analysis Volume [veh/h]
541156401350900531697Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
201636241605400370021063387Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
201636241605400370021063387Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-34
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
0.02.02.02.02.00.02.00.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.02.02.02.00.02.00.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0220000000000Pedestrian Clearance [s]
070000000000Walk [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Vehicle Extension [s]
0392118180100041410Split [s]
0.01.01.01.01.00.01.00.00.01.01.00.0All red [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Amber [s]
0303030300300030300Maximum Green [s]
066660600660Minimum Green [s]
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-35
47.0048.77269.9559.97243.6942.1521.61158.88157.2295th-Percentile Queue Length [ft/ln]
1.881.9510.802.409.751.690.866.366.2995th-Percentile Queue Length [veh/ln]
26.1127.09164.7133.32144.9623.4212.0088.2687.3450th-Percentile Queue Length [ft/ln]
1.041.086.591.335.800.940.483.533.4950th-Percentile Queue Length [veh/ln]
NoNoYesNoYesYesNoNoYesCritical Lane Group
BBDADDACCLane Group LOS
14.4514.4435.878.1137.7349.993.7721.3221.35d, Delay for Lane Group [s/veh]
0.110.110.820.170.820.570.100.330.33X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.060.062.340.372.537.570.101.321.34d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.110.500.500.50k, delay calibration
14.3914.3833.537.7435.2042.423.6720.0120.01d1, Uniform Delay [s]
808840757965662652041680671c, Capacity [veh/h]
179918703459158935601589281318051781s, saturation flow rate [veh/h]
0.050.050.180.100.150.020.070.130.13(v / s)_i Volume / Saturation Flow Rate
0.450.450.220.610.190.040.730.380.38g / C, Green / Cycle
40402055174653434g_i, Effective Green Time [s]
2.002.002.000.002.002.000.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
CCLRCRRCLLane Group
Lane Group Calculations
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-36
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]21.34 21.32 3.77 0.00 0.00 49.99 0.00 37.73 8.11 35.87 14.44 14.45
Movement LOS C C A D D A D B B
d_A, Approach Delay [s/veh]15.75 49.99 30.96 31.01
Approach LOS B D C C
d_I, Intersection Delay [s/veh]26.74
Intersection LOS C
Intersection V/C 0.585
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 11.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 34.67 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 1.773 0.000 0.000
Crosswalk LOS F A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]822 0 311 778
d_b, Bicycle Delay [s]15.61 45.00 32.09 16.81
I_b,int, Bicycle LOS Score for Intersection 2.649 4.132 2.137 2.225
Bicycle LOS B D B B
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-62Ring 1
Sequence
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-37
0.645Volume to Capacity (v/c):
CLevel Of Service:
28.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
358319144243865189867833214Total Analysis Volume [veh/h]
92153611101632252220854Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
358319144243865189867833214Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
358319144243865189867833214Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-38
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000027002500180Pedestrian Clearance [s]
000070070070Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
011003800361304825Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
060060066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-39
43.94148.12171.67258.68258.60305.229.74136.68127.28261.0495th-Percentile Queue Length [ft/ln]
1.765.926.8710.3510.3412.210.395.475.0910.4495th-Percentile Queue Length [veh/ln]
24.4182.2995.37156.20156.14191.695.4175.9370.71157.9850th-Percentile Queue Length [ft/ln]
0.983.293.816.256.257.670.223.042.836.3250th-Percentile Queue Length [veh/ln]
NoYesNoNoYesYesNoNoNoYesCritical Lane Group
DEDDDBEAAELane Group LOS
51.2466.5246.0551.3651.3619.3664.309.469.2255.38d, Delay for Lane Group [s/veh]
0.340.850.600.820.820.500.330.250.250.87X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.9615.522.406.076.081.0210.190.500.268.95d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.500.110.500.500.11k, delay calibration
49.2751.0043.6545.2845.2818.3454.118.968.9646.43d1, Uniform Delay [s]
10211924026926917831811722240247c, Capacity [veh/h]
1589185315891782178135601781186235601781s, saturation flow rate [veh/h]
0.020.060.090.120.120.250.000.150.150.12(v / s)_i Volume / Saturation Flow Rate
0.060.060.150.150.150.500.010.630.630.14g / C, Green / Cycle
77171717551696915g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
110110110110110110110110110110C, Cycle Length [s]
RCRCLCLCCLLane Group
Lane Group Calculations
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-40
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]55.38 9.30 9.46 64.30 19.36 0.00 51.36 51.36 46.05 66.52 66.52 51.24
Movement LOS E A A E B D D D E E D
d_A, Approach Delay [s/veh]18.66 19.66 50.05 62.62
Approach LOS B B D E
d_I, Intersection Delay [s/veh]28.09
Intersection LOS C
Intersection V/C 0.645
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]44.55 0.00 44.55 44.55
I_p,int, Pedestrian LOS Score for Intersection 2.806 0.000 2.355 1.999
Crosswalk LOS C F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]800 582 618 127
d_b, Bicycle Delay [s]19.80 27.65 26.25 48.22
I_b,int, Bicycle LOS Score for Intersection 2.139 2.305 2.523 1.786
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8421Ring 1
Sequence
Scenario 10: 10 PM Existing - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-41
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Sub-Dividers.doc
APPENDIX D-II
EXISTING PLUS PROJECT
TRAFFIC CONDITIONS
D-42
0.383Volume to Capacity (v/c):
BLevel Of Service:
13.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
320114970002113971519561443Total Analysis Volume [veh/h]
802924000534944915411Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
320114970002113971519561443Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
320114970002113971519561443Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-43
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001600330Pedestrian Clearance [s]
000000070070Walk [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Vehicle Extension [s]
03600000441004410Split [s]
0.01.00.00.00.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Amber [s]
03000000303003030Maximum Green [s]
060000066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-44
158.259.9264.8063.285.45105.6917.6236.0821.5095th-Percentile Queue Length [ft/ln]
6.332.402.592.530.224.230.701.440.8695th-Percentile Queue Length [veh/ln]
87.9133.2936.0035.163.0358.729.7920.0511.9550th-Percentile Queue Length [ft/ln]
3.521.331.441.410.122.350.390.800.4850th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesCritical Lane Group
DCCCAADADLane Group LOS
40.2034.7334.7034.734.856.1549.364.5642.52d, Delay for Lane Group [s/veh]
0.780.270.270.270.020.300.380.130.28X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.190.580.540.560.030.175.940.060.95d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.11k, delay calibration
37.0234.1534.1634.174.815.9843.424.5141.57d1, Uniform Delay [s]
41224926926110734586394742156c, Capacity [veh/h]
281317021837178115896792178167923459s, saturation flow rate [veh/h]
0.110.040.040.040.010.210.010.090.01(v / s)_i Volume / Saturation Flow Rate
0.150.150.150.150.680.680.020.700.04g / C, Green / Cycle
1313131361612634g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
RCCLRCLCLLane Group
Lane Group Calculations
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-45
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]42.52 4.56 0.00 49.36 6.15 4.85 0.00 0.00 0.00 34.73 34.72 40.20
Movement LOS D A D A A C C D
d_A, Approach Delay [s/veh]7.05 6.58 0.00 38.02
Approach LOS A A A D
d_I, Intersection Delay [s/veh]13.07
Intersection LOS B
Intersection V/C 0.383
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 34.67 34.67
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 1.801 2.541
Crosswalk LOS F F A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]889 889 0 711
d_b, Bicycle Delay [s]13.89 13.89 45.00 18.69
I_b,int, Bicycle LOS Score for Intersection 1.831 2.151 4.132 1.998
Bicycle LOS A B D A
----------------Ring 4
----------------Ring 3
--------------65Ring 2
-------------421Ring 1
Sequence
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-46
0.527Volume to Capacity (v/c):
BLevel Of Service:
16.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
000868278392011164038080Total Analysis Volume [veh/h]
000217701050291012020Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
000868278392011164038080Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000868278392011164038080Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-47
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.00.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001800130Pedestrian Clearance [s]
000000070070Walk [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
000061002900290Split [s]
0.00.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s]
000030003000300Maximum Green [s]
000060060060Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-48
337.00195.9724.06132.0569.7067.3295th-Percentile Queue Length [ft/ln]
13.487.840.965.282.792.6995th-Percentile Queue Length [veh/ln]
216.38109.9713.3773.3638.7237.4050th-Percentile Queue Length [ft/ln]
8.664.400.532.931.551.5050th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoCritical Lane Group
CCBBAALane Group LOS
29.6322.4319.2010.869.989.85d, Delay for Lane Group [s/veh]
0.870.420.060.310.160.17X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.530.420.040.210.320.10d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.50k, delay calibration
27.1022.0119.1610.659.669.75d1, Uniform Delay [s]
996662631378210383782c, Capacity [veh/h]
281318701781679218646792s, saturation flow rate [veh/h]
0.310.150.020.170.090.10(v / s)_i Volume / Saturation Flow Rate
0.350.350.350.560.560.56g / C, Green / Cycle
323232505050g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090C, Cycle Length [s]
RCLCCCLane Group
Lane Group Calculations
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-49
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 9.88 9.98 0.00 10.86 0.00 19.20 22.43 29.63 0.00 0.00 0.00
Movement LOS A A B B C C
d_A, Approach Delay [s/veh]9.88 10.86 27.60 0.00
Approach LOS A B C A
d_I, Intersection Delay [s/veh]16.88
Intersection LOS B
Intersection V/C 0.527
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 34.67 34.67
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.530 1.697
Crosswalk LOS F F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 556 1267 0
d_b, Bicycle Delay [s]23.47 23.47 6.05 45.00
I_b,int, Bicycle LOS Score for Intersection 1.827 2.040 3.515 4.132
Bicycle LOS A B D D
----------------Ring 4
----------------Ring 3
--------------86Ring 2
---------------2Ring 1
Sequence
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-50
0.697Volume to Capacity (v/c):
BLevel Of Service:
19.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
07721285641467050251960564Total Analysis Volume [veh/h]
01933214136701063240141Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
07721285641467050251960564Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
07721285641467050251960564Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-51
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.02.00.02.00.00.00.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.00.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0000410000000Pedestrian Clearance [s]
000070000000Walk [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Vehicle Extension [s]
06612054000180036Split [s]
0.01.01.00.01.00.00.00.01.00.00.01.0All red [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Amber [s]
03030030000300030Maximum Green [s]
066060006006Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-52
87.8943.70225.45225.45212.823.1886.4655.00182.7895th-Percentile Queue Length [ft/ln]
3.521.759.029.028.510.133.462.207.3195th-Percentile Queue Length [veh/ln]
48.8324.28131.44131.44122.181.7648.0430.56101.5550th-Percentile Queue Length [ft/ln]
1.950.975.265.264.890.071.921.224.0650th-Percentile Queue Length [veh/ln]
NoYesNoYesNoNoYesNoYesCritical Lane Group
BCCCBCCCCLane Group LOS
10.0430.0820.8920.8918.7526.3730.2022.2426.13d, Delay for Lane Group [s/veh]
0.310.450.730.730.680.030.660.280.76X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.071.112.202.200.460.061.930.451.66d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.130.130.110.110.110.110.11k, delay calibration
9.9728.9718.6918.6918.2926.3028.2721.7924.47d1, Uniform Delay [s]
25202855595591793175382340740c, Capacity [veh/h]
509434591589158950941589345915893459s, saturation flow rate [veh/h]
0.150.040.260.260.240.000.070.060.16(v / s)_i Volume / Saturation Flow Rate
0.490.080.350.350.350.110.110.210.21g / C, Green / Cycle
335232323771414g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
666666666666666666C, Cycle Length [s]
CLRCCRLRLLane Group
Lane Group Calculations
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-53
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]26.13 0.00 22.24 30.20 0.00 26.37 0.00 18.75 20.89 30.08 10.04 0.00
Movement LOS C C C C B C C B
d_A, Approach Delay [s/veh]25.56 30.13 19.61 12.89
Approach LOS C C B B
d_I, Intersection Delay [s/veh]19.76
Intersection LOS B
Intersection V/C 0.697
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]49.50 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.577 0.000 0.000 0.000
Crosswalk LOS B F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 0 833 1033
d_b, Bicycle Delay [s]60.00 60.00 20.42 14.02
I_b,int, Bicycle LOS Score for Intersection 4.132 4.132 2.397 2.055
Bicycle LOS D D B B
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-15Ring 1
Sequence
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-54
0.492Volume to Capacity (v/c):
BLevel Of Service:
19.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
219925551477090063375561Total Analysis Volume [veh/h]
5256413119020015819140Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
219925551477090063375561Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
219925551477090063375561Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-55
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
0.02.02.02.02.00.02.00.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.02.02.02.00.02.00.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0220000000000Pedestrian Clearance [s]
070000000000Walk [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Vehicle Extension [s]
0351916160100045450Split [s]
0.01.01.01.01.00.01.00.00.01.01.00.0All red [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Amber [s]
0303030300300030300Maximum Green [s]
066660600660Minimum Green [s]
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-56
38.1939.62120.7910.43223.1911.9968.19171.17171.7695th-Percentile Queue Length [ft/ln]
1.531.584.830.428.930.482.736.856.8795th-Percentile Queue Length [veh/ln]
21.2222.0167.115.79129.786.6637.8995.0995.4250th-Percentile Queue Length [ft/ln]
0.850.882.680.235.190.271.523.803.8250th-Percentile Queue Length [veh/ln]
NoNoYesNoYesYesYesNoNoCritical Lane Group
CCDADEABBLane Group LOS
20.6120.5838.253.5839.1155.134.1013.7913.85d, Delay for Lane Group [s/veh]
0.100.100.580.040.810.400.300.340.35X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.070.071.210.072.8111.100.371.001.03d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.110.500.500.50k, delay calibration
20.5320.5237.043.5136.3044.033.7312.7912.82d1, Uniform Delay [s]
5926294401153586222100930920c, Capacity [veh/h]
175918703459158935601589281318011781s, saturation flow rate [veh/h]
0.030.030.070.030.130.010.220.180.18(v / s)_i Volume / Saturation Flow Rate
0.340.340.130.730.160.010.750.520.52g / C, Green / Cycle
30301165151674747g_i, Effective Green Time [s]
2.002.002.000.002.002.000.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
CCLRCRRCLLane Group
Lane Group Calculations
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-57
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]13.83 13.79 4.10 0.00 0.00 55.13 0.00 39.11 3.58 38.25 20.59 20.61
Movement LOS B B A E D A D C C
d_A, Approach Delay [s/veh]8.97 55.13 35.68 32.60
Approach LOS A E D C
d_I, Intersection Delay [s/veh]19.69
Intersection LOS B
Intersection V/C 0.492
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 11.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 34.67 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 1.766 0.000 0.000
Crosswalk LOS F A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]911 0 267 689
d_b, Bicycle Delay [s]13.34 45.00 33.80 19.34
I_b,int, Bicycle LOS Score for Intersection 3.653 4.132 1.995 1.869
Bicycle LOS D D A A
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-62Ring 1
Sequence
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-58
0.611Volume to Capacity (v/c):
CLevel Of Service:
26.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3515519418741102410211640194Total Analysis Volume [veh/h]
11014510518525626316049Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3515519418741102410211640194Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3515519418741102410211640194Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-59
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000027002500180Pedestrian Clearance [s]
000070070070Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
010003800363302926Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
060060066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-60
4.438.8060.87258.95258.15307.06139.50105.1298.28241.6195th-Percentile Queue Length [ft/ln]
0.180.352.4310.3610.3312.285.584.203.939.6695th-Percentile Queue Length [veh/ln]
2.464.8933.82156.40155.80193.1177.5058.4054.60143.4150th-Percentile Queue Length [ft/ln]
0.100.201.356.266.237.723.102.342.185.7450th-Percentile Queue Length [veh/ln]
NoYesNoNoYesYesNoNoNoYesCritical Lane Group
EEDDDBEAAELane Group LOS
56.2357.9941.8952.0052.0315.5659.649.479.2955.83d, Delay for Lane Group [s/veh]
0.130.230.230.830.830.510.780.190.190.85X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.634.310.506.476.500.929.520.380.208.81d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.500.110.500.500.11k, delay calibration
53.6053.6741.3945.5345.5314.6450.129.099.0947.02d1, Uniform Delay [s]
2326235265264201113111472203227c, Capacity [veh/h]
1589185515891788178135601781185435601781s, saturation flow rate [veh/h]
0.000.000.030.120.120.290.060.120.120.11(v / s)_i Volume / Saturation Flow Rate
0.010.010.150.150.150.570.070.620.620.13g / C, Green / Cycle
22161616628686814g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
110110110110110110110110110110C, Cycle Length [s]
RCRCLCLCCLLane Group
Lane Group Calculations
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-61
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]55.83 9.35 9.47 59.64 15.56 0.00 52.01 52.00 41.89 57.99 57.99 56.23
Movement LOS E A A E B D D D E E E
d_A, Approach Delay [s/veh]20.02 19.55 50.88 57.40
Approach LOS C B D E
d_I, Intersection Delay [s/veh]26.09
Intersection LOS C
Intersection V/C 0.611
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]44.55 0.00 44.55 44.55
I_p,int, Pedestrian LOS Score for Intersection 2.775 0.000 2.309 1.996
Crosswalk LOS C F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]455 582 618 109
d_b, Bicycle Delay [s]32.84 27.65 26.25 49.16
I_b,int, Bicycle LOS Score for Intersection 2.024 2.489 2.371 1.574
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8421Ring 1
Sequence
Scenario 11: 11 AM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-62
0.700Volume to Capacity (v/c):
CLevel Of Service:
26.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
25496457000211506173891089205Total Analysis Volume [veh/h]
6424114000537749727251Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
25496457000211506173891089205Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
25496457000211506173891089205Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-63
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001600330Pedestrian Clearance [s]
000000070070Walk [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Vehicle Extension [s]
05600000421004412Split [s]
0.01.00.00.00.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Amber [s]
03000000303003030Maximum Green [s]
060000066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-64
103.1271.5627.443.6314.15280.9624.19185.24134.1995th-Percentile Queue Length [ft/ln]
4.1310.8625.101.750.5711.240.977.415.3795th-Percentile Queue Length [veh/ln]
57.30165.9452.924.247.86173.0813.44102.9174.5550th-Percentile Queue Length [ft/ln]
2.296.6418.120.970.316.920.544.122.9850th-Percentile Queue Length [veh/ln]
NoNoYesNoNoYesNoNoYesCritical Lane Group
CCDCBCEBELane Group LOS
23.9527.4244.6722.4517.2322.3359.5216.9156.15d, Delay for Lane Group [s/veh]
0.240.510.920.090.030.500.410.320.81X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.120.6411.720.060.080.596.530.265.97d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.260.110.500.500.110.500.11k, delay calibration
23.8326.7732.9522.3917.1521.7452.9816.6550.17d1, Uniform Delay [s]
10476336966637083024413367254c, Capacity [veh/h]
281317021870178115896792178167923459s, saturation flow rate [veh/h]
0.090.190.340.030.010.220.010.160.06(v / s)_i Volume / Saturation Flow Rate
0.370.370.370.370.450.450.020.500.07g / C, Green / Cycle
4141414149492558g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
110110110110110110110110110C, Cycle Length [s]
RCCLRCLCLLane Group
Lane Group Calculations
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-65
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]56.15 16.91 0.00 59.52 22.33 17.23 0.00 0.00 0.00 22.45 38.87 23.95
Movement LOS E B E C B C D C
d_A, Approach Delay [s/veh]23.13 22.67 0.00 35.16
Approach LOS C C A D
d_I, Intersection Delay [s/veh]26.69
Intersection LOS C
Intersection V/C 0.700
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 44.55 44.55
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.305 2.672
Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]727 691 0 945
d_b, Bicycle Delay [s]22.27 23.56 55.00 15.29
I_b,int, Bicycle LOS Score for Intersection 2.093 2.197 4.132 2.611
Bicycle LOS B B D B
----------------Ring 4
----------------Ring 3
--------------65Ring 2
-------------421Ring 1
Sequence
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-66
0.411Volume to Capacity (v/c):
BLevel Of Service:
11.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
00050817462380118502416200Total Analysis Volume [veh/h]
000127441695296064050Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
00050817462380118502416200Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00050817462380118502416200Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-67
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.00.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001800130Pedestrian Clearance [s]
000000070070Walk [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
000061002900290Split [s]
0.00.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s]
000030003000300Maximum Green [s]
000060060060Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-68
231.32147.6349.1478.6493.3189.3995th-Percentile Queue Length [ft/ln]
9.255.911.973.153.733.5895th-Percentile Queue Length [veh/ln]
135.7782.0227.3043.6951.8449.6650th-Percentile Queue Length [ft/ln]
5.433.281.091.752.071.9950th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesCritical Lane Group
DCCAAALane Group LOS
36.7631.1428.775.205.585.34d, Delay for Lane Group [s/veh]
0.830.430.160.250.260.28X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.100.720.190.130.480.15d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.50k, delay calibration
33.6630.4128.585.075.105.20d1, Uniform Delay [s]
609405385471712824717c, Capacity [veh/h]
281318701781679218466792s, saturation flow rate [veh/h]
0.180.090.030.170.180.19(v / s)_i Volume / Saturation Flow Rate
0.220.220.220.690.690.69g / C, Green / Cycle
191919626262g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090C, Cycle Length [s]
RCLCCCLane Group
Lane Group Calculations
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-69
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 5.39 5.58 0.00 5.20 0.00 28.77 31.14 36.76 0.00 0.00 0.00
Movement LOS A A A C C D
d_A, Approach Delay [s/veh]5.39 5.20 34.78 0.00
Approach LOS A A C A
d_I, Intersection Delay [s/veh]11.45
Intersection LOS B
Intersection V/C 0.411
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 34.67 34.67
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.444 1.616
Crosswalk LOS F F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 556 1267 0
d_b, Bicycle Delay [s]23.47 23.47 6.05 45.00
I_b,int, Bicycle LOS Score for Intersection 2.102 2.048 2.787 4.132
Bicycle LOS B B C D
----------------Ring 4
----------------Ring 3
--------------86Ring 2
---------------2Ring 1
Sequence
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-70
0.728Volume to Capacity (v/c):
BLevel Of Service:
18.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
0109524694412960100169760477Total Analysis Volume [veh/h]
02746223632403042190119Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
0109524694412960100169760477Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0109524694412960100169760477Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-71
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.02.00.02.00.00.00.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.00.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0000410000000Pedestrian Clearance [s]
000070000000Walk [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Vehicle Extension [s]
07417057000130028Split [s]
0.01.01.00.01.00.00.00.01.00.00.01.0All red [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Amber [s]
03030030000300030Maximum Green [s]
066060006006Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
115Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-72
116.2386.86265.96265.96219.006.8159.8946.07160.8795th-Percentile Queue Length [ft/ln]
4.653.4710.6410.648.760.272.401.846.4395th-Percentile Queue Length [veh/ln]
64.5748.25161.69161.69126.703.7833.2725.6089.3750th-Percentile Queue Length [ft/ln]
2.581.936.476.475.070.151.331.023.5750th-Percentile Queue Length [veh/ln]
NoYesNoYesNoNoYesNoYesCritical Lane Group
ACCCBCCCCLane Group LOS
8.7430.9122.1822.1817.5428.5631.3024.0027.76d, Delay for Lane Group [s/veh]
0.390.660.770.770.660.070.570.260.75X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.092.003.993.990.390.221.700.461.77d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.210.210.110.110.110.110.11k, delay calibration
8.6528.9018.1918.1917.1528.3429.6123.5325.99d1, Uniform Delay [s]
28083726116111957137298294639c, Capacity [veh/h]
509434591589158950941589345915893459s, saturation flow rate [veh/h]
0.210.070.300.300.250.010.050.050.14(v / s)_i Volume / Saturation Flow Rate
0.550.110.380.380.380.090.090.180.18g / C, Green / Cycle
377262626661212g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
676767676767676767C, Cycle Length [s]
CLRCCRLRLLane Group
Lane Group Calculations
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-73
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]27.76 0.00 24.00 31.30 0.00 28.56 0.00 17.54 22.18 30.91 8.74 0.00
Movement LOS C C C C B C C A
d_A, Approach Delay [s/veh]27.24 31.15 19.50 12.81
Approach LOS C C B B
d_I, Intersection Delay [s/veh]18.89
Intersection LOS B
Intersection V/C 0.728
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]47.03 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.651 0.000 0.000 0.000
Crosswalk LOS B F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 0 922 1217
d_b, Bicycle Delay [s]57.50 57.50 16.71 8.80
I_b,int, Bicycle LOS Score for Intersection 4.132 4.132 2.484 2.297
Bicycle LOS D D B B
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-15Ring 1
Sequence
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-74
0.586Volume to Capacity (v/c):
CLevel Of Service:
26.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
201656241625410370021063389Total Analysis Volume [veh/h]
541156411350900531697Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
201656241625410370021063389Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
201656241625410370021063389Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-75
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
0.02.02.02.02.00.02.00.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.02.02.02.00.02.00.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0220000000000Pedestrian Clearance [s]
070000000000Walk [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Vehicle Extension [s]
0392118180100041410Split [s]
0.01.01.01.01.00.01.00.00.01.01.00.0All red [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Amber [s]
0303030300300030300Maximum Green [s]
066660600660Minimum Green [s]
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-76
47.5149.28269.9560.81244.0042.1521.65159.81158.1695th-Percentile Queue Length [ft/ln]
1.901.9710.802.439.761.690.876.396.3395th-Percentile Queue Length [veh/ln]
26.4027.38164.7133.78145.2023.4212.0388.7887.8750th-Percentile Queue Length [ft/ln]
1.061.106.591.355.810.940.483.553.5150th-Percentile Queue Length [veh/ln]
NoNoYesNoYesYesNoNoYesCritical Lane Group
BBDADDACCLane Group LOS
14.4414.4335.878.1337.7049.993.7821.3721.40d, Delay for Lane Group [s/veh]
0.110.110.820.170.820.570.100.330.34X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.060.062.340.382.537.570.101.331.35d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.110.500.500.50k, delay calibration
14.3814.3833.537.7535.1842.423.6820.0420.05d1, Uniform Delay [s]
809841757965663652040679670c, Capacity [veh/h]
180018703459158935601589281318051781s, saturation flow rate [veh/h]
0.050.050.180.100.150.020.070.130.13(v / s)_i Volume / Saturation Flow Rate
0.450.450.220.610.190.040.730.380.38g / C, Green / Cycle
40402055174653434g_i, Effective Green Time [s]
2.002.002.000.002.002.000.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
CCLRCRRCLLane Group
Lane Group Calculations
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-77
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]21.39 21.37 3.78 0.00 0.00 49.99 0.00 37.70 8.13 35.87 14.43 14.44
Movement LOS C C A D D A D B B
d_A, Approach Delay [s/veh]15.80 49.99 30.89 30.97
Approach LOS B D C C
d_I, Intersection Delay [s/veh]26.72
Intersection LOS C
Intersection V/C 0.586
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 11.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 34.67 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 1.773 0.000 0.000
Crosswalk LOS F A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]822 0 311 778
d_b, Bicycle Delay [s]15.61 45.00 32.09 16.81
I_b,int, Bicycle LOS Score for Intersection 2.652 4.132 2.140 2.227
Bicycle LOS B D B B
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-62Ring 1
Sequence
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-78
0.647Volume to Capacity (v/c):
CLevel Of Service:
28.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
358319144244265390067835214Total Analysis Volume [veh/h]
92153611111632252220954Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
358319144244265390067835214Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
358319144244265390067835214Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-79
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000027002500180Pedestrian Clearance [s]
000070070070Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
011003800361304825Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
060060066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-80
43.94148.12171.28260.49260.41306.709.74137.63128.17261.0495th-Percentile Queue Length [ft/ln]
1.765.926.8510.4210.4212.270.395.515.1310.4495th-Percentile Queue Length [veh/ln]
24.4182.2995.16157.56157.50192.835.4176.4671.20157.9850th-Percentile Queue Length [ft/ln]
0.983.293.816.306.307.710.223.062.856.3250th-Percentile Queue Length [veh/ln]
NoYesNoNoYesYesNoNoNoYesCritical Lane Group
DEDDDBEAAELane Group LOS
51.2466.5245.8751.2951.2919.4764.309.529.2855.38d, Delay for Lane Group [s/veh]
0.340.850.600.820.820.510.330.250.250.87X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.9615.522.346.076.071.0310.190.500.268.95d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.500.110.500.500.11k, delay calibration
49.2751.0043.5345.2245.2218.4454.119.029.0246.43d1, Uniform Delay [s]
10211924227127117791811692236247c, Capacity [veh/h]
1589185315891782178135601781186235601781s, saturation flow rate [veh/h]
0.020.060.090.120.120.250.000.160.160.12(v / s)_i Volume / Saturation Flow Rate
0.060.060.150.150.150.500.010.630.630.14g / C, Green / Cycle
77171717551696915g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
110110110110110110110110110110C, Cycle Length [s]
RCRCLCLCCLLane Group
Lane Group Calculations
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-81
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]55.38 9.36 9.52 64.30 19.47 0.00 51.29 51.29 45.87 66.52 66.52 51.24
Movement LOS E A A E B D D D E E D
d_A, Approach Delay [s/veh]18.69 19.77 49.96 62.62
Approach LOS B B D E
d_I, Intersection Delay [s/veh]28.14
Intersection LOS C
Intersection V/C 0.647
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]44.55 0.00 44.55 44.55
I_p,int, Pedestrian LOS Score for Intersection 2.807 0.000 2.356 1.999
Crosswalk LOS C F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]800 582 618 127
d_b, Bicycle Delay [s]19.80 27.65 26.25 48.22
I_b,int, Bicycle LOS Score for Intersection 2.140 2.307 2.530 1.786
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8421Ring 1
Sequence
Scenario 12: 12 PM Existing + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-82
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Sub-Dividers.doc
APPENDIX D-III
YEAR 2021 CUMULATIVE
TRAFFIC CONDITIONS
D-83
0.564Volume to Capacity (v/c):
BLevel Of Service:
14.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
4801191120002220741632188545Total Analysis Volume [veh/h]
1203028000651948022111Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
4801191120002220741632188545Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4801191120002220741632188545Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-84
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001600330Pedestrian Clearance [s]
000000070070Walk [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Vehicle Extension [s]
03600000441004410Split [s]
0.01.00.00.00.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Amber [s]
03000000303003030Maximum Green [s]
060000066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-85
222.460.3264.8963.307.27221.5518.6671.8422.4795th-Percentile Queue Length [ft/ln]
8.902.412.602.530.298.860.752.870.9095th-Percentile Queue Length [veh/ln]
129.233.5136.0535.174.04128.5710.3739.9112.4950th-Percentile Queue Length [ft/ln]
5.171.341.441.410.165.140.411.600.5050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesCritical Lane Group
DCCCABDADLane Group LOS
37.4230.0029.9930.006.8110.0349.146.8942.45d, Delay for Lane Group [s/veh]
0.830.210.210.210.020.500.390.200.28X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.160.300.280.290.040.425.790.110.95d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.11k, delay calibration
34.2629.7129.7129.716.779.6143.346.7941.50d1, Uniform Delay [s]
5783503763669784177414333160c, Capacity [veh/h]
281317021830178115896792178167923459s, saturation flow rate [veh/h]
0.170.040.040.040.010.310.010.130.01(v / s)_i Volume / Saturation Flow Rate
0.210.210.210.210.620.620.020.640.05g / C, Green / Cycle
1818181855552584g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
RCCLRCLCLLane Group
Lane Group Calculations
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-86
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]42.45 6.89 0.00 49.14 10.03 6.81 0.00 0.00 0.00 30.00 30.00 37.42
Movement LOS D A D B A C C D
d_A, Approach Delay [s/veh]8.61 10.29 0.00 35.01
Approach LOS A B A D
d_I, Intersection Delay [s/veh]14.56
Intersection LOS B
Intersection V/C 0.564
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 34.67 34.67
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 1.805 2.571
Crosswalk LOS F F A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]889 889 0 711
d_b, Bicycle Delay [s]13.89 13.89 45.00 18.69
I_b,int, Bicycle LOS Score for Intersection 1.943 2.431 4.132 2.146
Bicycle LOS A B D B
----------------Ring 4
----------------Ring 3
--------------65Ring 2
-------------421Ring 1
Sequence
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-87
0.622Volume to Capacity (v/c):
BLevel Of Service:
17.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
0009493374149715550312060Total Analysis Volume [veh/h]
0002378410124389013020Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
0009493374149715550312060Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0009493374149715550312060Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-88
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.00.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001800130Pedestrian Clearance [s]
000000070070Walk [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
000061002900290Split [s]
0.00.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s]
000030003000300Maximum Green [s]
000060060060Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-89
355.96223.5323.77204.25119.97116.3895th-Percentile Queue Length [ft/ln]
14.248.940.958.174.804.6695th-Percentile Queue Length [veh/ln]
231.26130.0213.20115.9566.6564.6550th-Percentile Queue Length [ft/ln]
9.255.200.534.642.672.5950th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoCritical Lane Group
CCBBBBLane Group LOS
27.8621.0917.3413.5712.2812.04d, Delay for Lane Group [s/veh]
0.870.470.060.440.250.27X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.350.470.040.390.600.19d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.50k, delay calibration
25.5020.6217.3013.1811.6711.85d1, Uniform Delay [s]
108872368835619783561c, Capacity [veh/h]
281318701781679218666792s, saturation flow rate [veh/h]
0.340.180.020.230.130.14(v / s)_i Volume / Saturation Flow Rate
0.390.390.390.520.520.52g / C, Green / Cycle
353535474747g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090C, Cycle Length [s]
RCLCCCLane Group
Lane Group Calculations
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-90
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 12.08 12.28 0.00 13.57 0.00 17.34 21.09 27.86 0.00 0.00 0.00
Movement LOS B B B B C C
d_A, Approach Delay [s/veh]12.08 13.57 25.81 0.00
Approach LOS B B C A
d_I, Intersection Delay [s/veh]17.10
Intersection LOS B
Intersection V/C 0.622
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 34.67 34.67
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.558 1.754
Crosswalk LOS F F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 556 1267 0
d_b, Bicycle Delay [s]23.47 23.47 6.05 45.00
I_b,int, Bicycle LOS Score for Intersection 1.959 2.201 3.749 4.132
Bicycle LOS A B D D
----------------Ring 4
----------------Ring 3
--------------86Ring 2
---------------2Ring 1
Sequence
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-91
0.773Volume to Capacity (v/c):
CLevel Of Service:
23.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
095716865817140503091410599Total Analysis Volume [veh/h]
02394216542901077350150Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
095716865817140503091410599Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
095716865817140503091410599Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-92
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.02.00.02.00.00.00.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.00.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0000410000000Pedestrian Clearance [s]
000070000000Walk [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Vehicle Extension [s]
06610056000100014Split [s]
0.01.01.00.01.00.00.00.01.00.00.01.0All red [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Amber [s]
03030030000300030Maximum Green [s]
066060006006Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-93
136.2669.51319.46319.46281.993.63124.4497.46220.0595th-Percentile Queue Length [ft/ln]
5.452.7812.7812.7811.280.154.983.908.8095th-Percentile Queue Length [veh/ln]
75.7038.62202.71202.71173.872.0169.1354.14127.4750th-Percentile Queue Length [ft/ln]
3.031.548.118.116.950.082.772.175.1050th-Percentile Queue Length [veh/ln]
NoYesNoYesNoNoYesNoYesCritical Lane Group
BDCCCCCCCLane Group LOS
11.8536.2828.2728.2721.6929.2034.1626.1329.86d, Delay for Lane Group [s/veh]
0.380.630.810.810.760.030.720.400.79X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.092.386.666.660.650.052.250.761.90d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.270.270.110.110.110.110.11k, delay calibration
11.7633.9021.6121.6121.0429.1531.9125.3727.96d1, Uniform Delay [s]
25372695845841873198431348758c, Capacity [veh/h]
509434591589158950941589345915893459s, saturation flow rate [veh/h]
0.190.050.300.300.280.000.090.090.17(v / s)_i Volume / Saturation Flow Rate
0.500.080.370.370.370.120.120.220.22g / C, Green / Cycle
386282828991717g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
767676767676767676C, Cycle Length [s]
CLRCCRLRLLane Group
Lane Group Calculations
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-94
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]29.86 0.00 26.13 34.16 0.00 29.20 0.00 21.69 28.27 36.28 11.85 0.00
Movement LOS C C C C C C D B
d_A, Approach Delay [s/veh]29.15 34.08 24.32 15.50
Approach LOS C C C B
d_I, Intersection Delay [s/veh]23.60
Intersection LOS C
Intersection V/C 0.773
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]34.67 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.605 0.000 0.000 0.000
Crosswalk LOS B F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 0 1156 1378
d_b, Bicycle Delay [s]45.00 45.00 8.02 4.36
I_b,int, Bicycle LOS Score for Intersection 4.132 4.132 2.538 2.178
Bicycle LOS D D B B
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-15Ring 1
Sequence
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-95
0.558Volume to Capacity (v/c):
CLevel Of Service:
21.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2214729983605090066778611Total Analysis Volume [veh/h]
6377521151020016720153Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2214729983605090066778611Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2214729983605090066778611Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-96
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
0.02.02.02.02.00.02.00.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.02.02.02.00.02.00.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0220000000000Pedestrian Clearance [s]
070000000000Walk [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Vehicle Extension [s]
0371918180100043430Split [s]
0.01.01.01.01.00.01.00.00.01.01.00.0All red [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Amber [s]
0303030300300030300Maximum Green [s]
066660600660Minimum Green [s]
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-97
48.8250.42139.3719.39266.6311.9992.24212.87213.5095th-Percentile Queue Length [ft/ln]
1.952.025.570.7810.670.483.698.518.5495th-Percentile Queue Length [veh/ln]
27.1228.0177.4310.77162.206.6651.25122.22122.6750th-Percentile Queue Length [ft/ln]
1.081.123.100.436.490.272.054.894.9150th-Percentile Queue Length [veh/ln]
NoNoYesNoYesYesYesNoNoCritical Lane Group
BBDADEABBLane Group LOS
17.3917.3836.924.2637.1855.135.4717.9118.00d, Delay for Lane Group [s/veh]
0.120.120.590.070.840.400.330.420.42X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.070.071.080.132.6911.100.451.561.60d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.110.500.500.50k, delay calibration
17.3217.3135.844.1334.4944.035.0216.3616.40d1, Uniform Delay [s]
7057385101121722221993825816c, Capacity [veh/h]
178618703459158935601589281318001781s, saturation flow rate [veh/h]
0.050.050.090.050.170.010.240.190.19(v / s)_i Volume / Saturation Flow Rate
0.390.390.150.710.200.010.710.460.46g / C, Green / Cycle
35351364181644141g_i, Effective Green Time [s]
2.002.002.000.002.002.000.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
CCLRCRRCLLane Group
Lane Group Calculations
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-98
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]17.96 17.91 5.47 0.00 0.00 55.13 0.00 37.18 4.26 36.92 17.38 17.39
Movement LOS B B A E D A D B B
d_A, Approach Delay [s/veh]11.82 55.13 33.20 29.87
Approach LOS B E C C
d_I, Intersection Delay [s/veh]21.16
Intersection LOS C
Intersection V/C 0.558
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 11.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 34.67 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 1.768 0.000 0.000
Crosswalk LOS F A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]867 0 311 733
d_b, Bicycle Delay [s]14.45 45.00 32.09 18.05
I_b,int, Bicycle LOS Score for Intersection 3.797 4.132 2.127 1.946
Bicycle LOS D D B A
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-62Ring 1
Sequence
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-99
0.706Volume to Capacity (v/c):
CLevel Of Service:
27.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3515820474837119810611754223Total Analysis Volume [veh/h]
11015511920930027318956Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3515820474837119810611754223Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3515820474837119810611754223Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-100
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000027002500180Pedestrian Clearance [s]
000070070070Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
010003800363302926Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
060060066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-101
4.438.8062.75284.44283.63401.95144.58135.06126.24269.3995th-Percentile Queue Length [ft/ln]
0.180.352.5111.3811.3516.085.785.405.0510.7895th-Percentile Queue Length [veh/ln]
2.464.8934.86175.73175.12267.7780.3275.0370.13164.2950th-Percentile Queue Length [ft/ln]
0.100.201.397.037.0010.713.213.002.816.5750th-Percentile Queue Length [veh/ln]
NoYesNoNoYesYesNoNoNoYesCritical Lane Group
EEDDDBEBBELane Group LOS
56.2357.9940.2850.9650.9819.7959.3510.7710.5355.02d, Delay for Lane Group [s/veh]
0.130.230.220.840.840.630.780.240.240.87X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.634.310.426.386.401.629.390.500.268.89d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.500.110.500.500.11k, delay calibration
53.6053.6739.8644.5844.5818.1749.9610.2810.2846.14d1, Uniform Delay [s]
2326262295293189413611132135256c, Capacity [veh/h]
1589185515891788178135601781185635601781s, saturation flow rate [veh/h]
0.000.000.040.140.140.340.060.140.140.13(v / s)_i Volume / Saturation Flow Rate
0.010.010.160.160.160.530.080.600.600.14g / C, Green / Cycle
22181818598666616g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
110110110110110110110110110110C, Cycle Length [s]
RCRCLCLCCLLane Group
Lane Group Calculations
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-102
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]55.02 10.61 10.77 59.35 19.79 0.00 50.97 50.96 40.28 57.99 57.99 56.23
Movement LOS E B B E B D D D E E E
d_A, Approach Delay [s/veh]20.64 23.01 49.85 57.40
Approach LOS C C D E
d_I, Intersection Delay [s/veh]27.49
Intersection LOS C
Intersection V/C 0.706
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]44.55 0.00 44.55 44.55
I_p,int, Pedestrian LOS Score for Intersection 2.827 0.000 2.331 1.997
Crosswalk LOS C F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]455 582 618 109
d_b, Bicycle Delay [s]32.84 27.65 26.25 49.16
I_b,int, Bicycle LOS Score for Intersection 2.103 2.635 2.470 1.574
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8421Ring 1
Sequence
Scenario 13: 13 AM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-103
0.834Volume to Capacity (v/c):
CLevel Of Service:
29.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
644100380000222249184861552213Total Analysis Volume [veh/h]
161251200006562512238853Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
644100380000222249184861552213Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
644100380000222249184861552213Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-104
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001600330Pedestrian Clearance [s]
000000070070Walk [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Vehicle Extension [s]
06100000421004412Split [s]
0.01.00.00.00.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Amber [s]
03000000303003030Maximum Green [s]
060000066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
115Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-105
282.6288.6650.362.9116.02478.5926.69283.97151.5795th-Percentile Queue Length [ft/ln]
11.3111.5526.012.520.6419.141.0711.366.0695th-Percentile Queue Length [veh/ln]
174.3178.9472.134.958.90329.7014.83175.3884.2150th-Percentile Queue Length [ft/ln]
6.977.1618.891.400.3613.190.597.023.3750th-Percentile Queue Length [veh/ln]
NoNoYesNoNoYesNoNoYesCritical Lane Group
CCDCBCECELane Group LOS
28.0327.1642.4622.3018.8229.5762.0220.6762.54d, Delay for Lane Group [s/veh]
0.580.510.900.110.030.760.430.480.88X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.490.619.590.070.091.956.680.509.61d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.260.110.500.500.110.500.11k, delay calibration
27.5326.5532.8722.2318.7327.6255.3420.1752.93d1, Uniform Delay [s]
11036677336996882941423258243c, Capacity [veh/h]
281317021870178115896792178167923459s, saturation flow rate [veh/h]
0.230.200.350.040.010.330.010.230.06(v / s)_i Volume / Saturation Flow Rate
0.390.390.390.390.430.430.020.480.07g / C, Green / Cycle
4545454550503558g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
115115115115115115115115115C, Cycle Length [s]
RCCLRCLCLLane Group
Lane Group Calculations
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-106
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]62.54 20.67 0.00 62.02 29.57 18.82 0.00 0.00 0.00 22.30 37.26 28.03
Movement LOS E C E C B C D C
d_A, Approach Delay [s/veh]25.72 29.72 0.00 33.12
Approach LOS C C A C
d_I, Intersection Delay [s/veh]29.52
Intersection LOS C
Intersection V/C 0.834
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 47.03 47.03
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.330 2.748
Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]696 661 0 991
d_b, Bicycle Delay [s]24.46 25.78 57.50 14.63
I_b,int, Bicycle LOS Score for Intersection 2.288 2.504 4.132 2.984
Bicycle LOS B B D C
----------------Ring 4
----------------Ring 3
--------------65Ring 2
-------------421Ring 1
Sequence
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-107
0.536Volume to Capacity (v/c):
BLevel Of Service:
12.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
00064122064691164102521850Total Analysis Volume [veh/h]
0001605516173410065460Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
00064122064691164102521850Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00064122064691164102521850Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-108
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.00.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001800130Pedestrian Clearance [s]
000000070070Walk [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
000061002900290Split [s]
0.00.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s]
000030003000300Maximum Green [s]
000060060060Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-109
273.37176.6346.77150.11170.71165.9095th-Percentile Queue Length [ft/ln]
10.937.071.876.006.836.6495th-Percentile Queue Length [veh/ln]
167.3198.1325.9883.3994.8492.1750th-Percentile Queue Length [ft/ln]
6.693.931.043.343.793.6950th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesCritical Lane Group
CCCAAALane Group LOS
34.0927.9425.147.778.387.99d, Delay for Lane Group [s/veh]
0.850.440.130.380.370.40X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.870.610.130.250.890.28d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.50k, delay calibration
31.2327.3325.017.527.497.71d1, Uniform Delay [s]
752500476437211924372c, Capacity [veh/h]
281318701781679218516792s, saturation flow rate [veh/h]
0.230.120.040.240.240.26(v / s)_i Volume / Saturation Flow Rate
0.270.270.270.640.640.64g / C, Green / Cycle
242424585858g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090C, Cycle Length [s]
RCLCCCLane Group
Lane Group Calculations
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-110
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 8.06 8.38 0.00 7.77 0.00 25.14 27.94 34.09 0.00 0.00 0.00
Movement LOS A A A C C C
d_A, Approach Delay [s/veh]8.07 7.77 32.01 0.00
Approach LOS A A C A
d_I, Intersection Delay [s/veh]12.60
Intersection LOS B
Intersection V/C 0.536
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 34.67 34.67
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.480 1.662
Crosswalk LOS F F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 556 1267 0
d_b, Bicycle Delay [s]23.47 23.47 6.05 45.00
I_b,int, Bicycle LOS Score for Intersection 2.289 2.237 3.086 4.132
Bicycle LOS B B C D
----------------Ring 4
----------------Ring 3
--------------86Ring 2
---------------2Ring 1
Sequence
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-111
0.790Volume to Capacity (v/c):
CLevel Of Service:
23.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
013512871026154201002151120541Total Analysis Volume [veh/h]
03387225738603054280135Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
013512871026154201002151120541Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
013512871026154201002151120541Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-112
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.02.00.02.00.00.00.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.00.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0000410000000Pedestrian Clearance [s]
000070000000Walk [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Vehicle Extension [s]
06910059000100011Split [s]
0.01.01.00.01.00.00.00.01.00.00.01.0All red [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Amber [s]
03030030000300030Maximum Green [s]
066060006006Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-113
185.78117.44360.96360.96306.397.7588.9379.07206.7295th-Percentile Queue Length [ft/ln]
7.434.7014.4414.4412.260.313.563.168.2795th-Percentile Queue Length [veh/ln]
103.2165.25235.20235.20192.604.3049.4143.93117.7450th-Percentile Queue Length [ft/ln]
4.132.619.419.417.700.171.981.764.7150th-Percentile Queue Length [veh/ln]
NoYesNoYesNoNoYesNoYesCritical Lane Group
BCCCCCDCCLane Group LOS
10.7434.8531.4131.4121.9231.8135.7927.0331.02d, Delay for Lane Group [s/veh]
0.480.710.850.850.800.070.660.350.78X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.132.299.639.630.780.192.280.661.97d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.320.320.110.110.110.110.11k, delay calibration
10.6132.5621.7821.7821.1431.6333.5126.3729.05d1, Uniform Delay [s]
27964056036031934150326318692c, Capacity [veh/h]
509434591589158950941589345915893459s, saturation flow rate [veh/h]
0.270.080.320.320.300.010.060.070.16(v / s)_i Volume / Saturation Flow Rate
0.550.120.380.380.380.090.090.200.20g / C, Green / Cycle
429292929771515g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
767676767676767676C, Cycle Length [s]
CLRCCRLRLLane Group
Lane Group Calculations
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-114
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]31.02 0.00 27.03 35.79 0.00 31.81 0.00 21.92 31.41 34.85 10.74 0.00
Movement LOS C C D C C C C B
d_A, Approach Delay [s/veh]30.34 35.61 25.72 14.96
Approach LOS C D C B
d_I, Intersection Delay [s/veh]23.28
Intersection LOS C
Intersection V/C 0.790
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]34.67 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.683 0.000 0.000 0.000
Crosswalk LOS B F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 0 1222 1444
d_b, Bicycle Delay [s]45.00 45.00 6.81 3.47
I_b,int, Bicycle LOS Score for Intersection 4.132 4.132 2.619 2.461
Bicycle LOS D D B B
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-15Ring 1
Sequence
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-115
0.652Volume to Capacity (v/c):
CLevel Of Service:
29.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
212566751866420380024666465Total Analysis Volume [veh/h]
56416947161010006217116Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
212566751866420380024666465Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
212566751866420380024666465Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-116
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
0.02.02.02.02.00.02.00.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.02.02.02.00.02.00.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0220000000000Pedestrian Clearance [s]
070000000000Walk [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Vehicle Extension [s]
0643331310100026260Split [s]
0.01.01.01.01.00.01.00.00.01.01.00.0All red [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Amber [s]
0303030300300030300Maximum Green [s]
066660600660Minimum Green [s]
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
100Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-117
77.8079.89318.5180.19307.9948.7133.17216.69215.6695th-Percentile Queue Length [ft/ln]
3.113.2012.743.2112.321.951.338.678.6395th-Percentile Queue Length [veh/ln]
43.2244.38201.9744.55193.8327.0618.43125.01124.2650th-Percentile Queue Length [ft/ln]
1.731.788.081.787.751.080.745.004.9750th-Percentile Queue Length [veh/ln]
NoNoYesNoYesYesNoNoYesCritical Lane Group
BBDADEACCLane Group LOS
14.6914.6939.708.9940.8256.144.7825.9726.02d, Delay for Lane Group [s/veh]
0.160.160.850.190.850.600.120.410.41X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.080.082.730.442.868.870.131.921.96d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.110.500.500.50k, delay calibration
14.6114.6136.978.5537.9547.274.6624.0524.07d1, Uniform Delay [s]
875898792972753631993649641c, Capacity [veh/h]
182118703459158935601589281318021781s, saturation flow rate [veh/h]
0.080.080.200.120.180.020.090.150.15(v / s)_i Volume / Saturation Flow Rate
0.480.480.230.610.210.040.710.360.36g / C, Green / Cycle
48482361214713636g_i, Effective Green Time [s]
2.002.002.000.002.002.000.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
100100100100100100100100100C, Cycle Length [s]
CCLRCRRCLLane Group
Lane Group Calculations
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-118
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]26.00 25.97 4.78 0.00 0.00 56.14 0.00 40.82 8.99 39.70 14.69 14.69
Movement LOS C C A E D A D B B
d_A, Approach Delay [s/veh]19.28 56.14 33.67 32.42
Approach LOS B E C C
d_I, Intersection Delay [s/veh]29.23
Intersection LOS C
Intersection V/C 0.652
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 11.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 39.61 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 1.781 0.000 0.000
Crosswalk LOS F A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]440 0 540 1200
d_b, Bicycle Delay [s]30.42 50.00 26.65 8.00
I_b,int, Bicycle LOS Score for Intersection 2.842 4.132 2.243 2.345
Bicycle LOS C D B B
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-62Ring 1
Sequence
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-119
0.751Volume to Capacity (v/c):
CLevel Of Service:
29.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
36862015125197201088671025237Total Analysis Volume [veh/h]
92253811301802722225659Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
36862015125197201088671025237Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
36862015125197201088671025237Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-120
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000027002500180Pedestrian Clearance [s]
000070070070Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
012003800361104924Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
060060066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-121
44.34144.46173.66294.65294.59418.789.74194.48182.48283.4095th-Percentile Queue Length [ft/ln]
1.775.786.9511.7911.7816.750.397.787.3011.3495th-Percentile Queue Length [veh/ln]
24.6480.2696.48183.56183.51281.265.41108.91101.38174.9550th-Percentile Queue Length [ft/ln]
0.993.213.867.347.3411.250.224.364.067.0050th-Percentile Queue Length [veh/ln]
NoYesNoNoYesYesNoNoNoYesCritical Lane Group
DEDDDCEBBDLane Group LOS
49.8459.3643.1349.9649.9625.6864.3011.8211.4654.99d, Delay for Lane Group [s/veh]
0.310.780.540.840.840.670.330.320.320.88X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.489.231.676.016.012.2210.190.760.409.21d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.500.110.500.500.11k, delay calibration
48.3650.1341.4643.9543.9523.4654.1111.0611.0645.78d1, Uniform Delay [s]
11713627731131116231811122124269c, Capacity [veh/h]
1589185315891782178135601781186335601781s, saturation flow rate [veh/h]
0.020.060.090.150.150.310.000.190.190.13(v / s)_i Volume / Saturation Flow Rate
0.070.070.170.170.170.460.010.600.600.15g / C, Green / Cycle
88191919501666617g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
110110110110110110110110110110C, Cycle Length [s]
RCRCLCLCCLLane Group
Lane Group Calculations
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-122
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]54.99 11.58 11.82 64.30 25.68 0.00 49.96 49.96 43.13 59.36 59.36 49.84
Movement LOS D B B E C D D D E E D
d_A, Approach Delay [s/veh]19.69 25.90 48.43 56.94
Approach LOS B C D E
d_I, Intersection Delay [s/veh]29.57
Intersection LOS C
Intersection V/C 0.751
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]44.55 0.00 44.55 44.55
I_p,int, Pedestrian LOS Score for Intersection 2.873 0.000 2.383 2.001
Crosswalk LOS C F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]818 582 618 145
d_b, Bicycle Delay [s]19.20 27.65 26.25 47.29
I_b,int, Bicycle LOS Score for Intersection 2.258 2.462 2.668 1.794
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8421Ring 1
Sequence
Scenario 14: 14 PM 2021 Cumulative - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-123
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Sub-Dividers.doc
APPENDIX D-IV
YEAR 2021 CUMULATIVE PLUS PROJECT
TRAFFIC CONDITIONS
D-124
0.564Volume to Capacity (v/c):
BLevel Of Service:
14.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
4801191120002220741633188645Total Analysis Volume [veh/h]
1203028000651948322211Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
4801191120002220741633188645Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4801191120002220741633188645Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-125
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001600330Pedestrian Clearance [s]
000000070070Walk [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Vehicle Extension [s]
03600000441004410Split [s]
0.01.00.00.00.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Amber [s]
03000000303003030Maximum Green [s]
060000066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-126
222.460.3264.8963.307.27221.5518.6671.9422.4795th-Percentile Queue Length [ft/ln]
8.902.412.602.530.298.860.752.880.9095th-Percentile Queue Length [veh/ln]
129.233.5136.0535.174.04128.5710.3739.9712.4950th-Percentile Queue Length [ft/ln]
5.171.341.441.410.165.140.411.600.5050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoNoYesCritical Lane Group
DCCCABDADLane Group LOS
37.4230.0029.9930.006.8110.0349.146.8942.45d, Delay for Lane Group [s/veh]
0.830.210.210.210.020.500.390.200.28X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.160.300.280.290.040.425.790.110.95d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.11k, delay calibration
34.2629.7129.7129.716.779.6143.346.7941.50d1, Uniform Delay [s]
5783503763669784177414333160c, Capacity [veh/h]
281317021830178115896792178167923459s, saturation flow rate [veh/h]
0.170.040.040.040.010.310.010.130.01(v / s)_i Volume / Saturation Flow Rate
0.210.210.210.210.620.620.020.640.05g / C, Green / Cycle
1818181855552584g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
RCCLRCLCLLane Group
Lane Group Calculations
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-127
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]42.45 6.89 0.00 49.14 10.03 6.81 0.00 0.00 0.00 30.00 30.00 37.42
Movement LOS D A D B A C C D
d_A, Approach Delay [s/veh]8.61 10.29 0.00 35.01
Approach LOS A B A D
d_I, Intersection Delay [s/veh]14.56
Intersection LOS B
Intersection V/C 0.564
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 34.67 34.67
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 1.805 2.571
Crosswalk LOS F F A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]889 889 0 711
d_b, Bicycle Delay [s]13.89 13.89 45.00 18.69
I_b,int, Bicycle LOS Score for Intersection 1.944 2.431 4.132 2.146
Bicycle LOS A B D B
----------------Ring 4
----------------Ring 3
--------------65Ring 2
-------------421Ring 1
Sequence
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-128
0.623Volume to Capacity (v/c):
BLevel Of Service:
17.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
0009533374149715550312160Total Analysis Volume [veh/h]
0002388410124389013040Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
0009533374149715550312160Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0009533374149715550312160Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-129
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.00.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001800130Pedestrian Clearance [s]
000000070070Walk [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
000061002900290Split [s]
0.00.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s]
000030003000300Maximum Green [s]
000060060060Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-130
356.91222.9723.69204.93121.63118.0095th-Percentile Queue Length [ft/ln]
14.288.920.958.204.874.7295th-Percentile Queue Length [veh/ln]
232.01129.6113.16116.4467.5765.5650th-Percentile Queue Length [ft/ln]
9.285.180.534.662.702.6250th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoCritical Lane Group
CCBBBBLane Group LOS
27.7820.9817.2513.6612.3812.13d, Delay for Lane Group [s/veh]
0.870.460.060.440.250.27X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.350.460.040.390.610.19d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.50k, delay calibration
25.4320.5117.2113.2611.7611.94d1, Uniform Delay [s]
109272669135519763551c, Capacity [veh/h]
281318701781679218666792s, saturation flow rate [veh/h]
0.340.180.020.230.130.14(v / s)_i Volume / Saturation Flow Rate
0.390.390.390.520.520.52g / C, Green / Cycle
353535474747g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090C, Cycle Length [s]
RCLCCCLane Group
Lane Group Calculations
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-131
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 12.18 12.38 0.00 13.66 0.00 17.25 20.98 27.78 0.00 0.00 0.00
Movement LOS B B B B C C
d_A, Approach Delay [s/veh]12.18 13.66 25.73 0.00
Approach LOS B B C A
d_I, Intersection Delay [s/veh]17.13
Intersection LOS B
Intersection V/C 0.623
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 34.67 34.67
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.559 1.754
Crosswalk LOS F F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 556 1267 0
d_b, Bicycle Delay [s]23.47 23.47 6.05 45.00
I_b,int, Bicycle LOS Score for Intersection 1.962 2.201 3.756 4.132
Bicycle LOS A B D D
----------------Ring 4
----------------Ring 3
--------------86Ring 2
---------------2Ring 1
Sequence
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-132
0.776Volume to Capacity (v/c):
CLevel Of Service:
23.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
095916866817210503091410603Total Analysis Volume [veh/h]
02404216743001077350151Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
095916866817210503091410603Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
095916866817210503091410603Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-133
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.02.00.02.00.00.00.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.00.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0000410000000Pedestrian Clearance [s]
000070000000Walk [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Vehicle Extension [s]
06510055000100015Split [s]
0.01.01.00.01.00.00.00.01.00.00.01.0All red [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Amber [s]
03030030000300030Maximum Green [s]
066060006006Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-134
137.5469.92324.88324.88285.573.65125.2097.86222.2395th-Percentile Queue Length [ft/ln]
5.502.8013.0013.0011.420.155.013.918.8995th-Percentile Queue Length [veh/ln]
76.4138.85206.92206.92176.602.0369.5654.37129.0750th-Percentile Queue Length [ft/ln]
3.061.558.288.287.060.082.782.175.1650th-Percentile Queue Length [veh/ln]
NoYesNoYesNoNoYesNoYesCritical Lane Group
BDCCCCCCCLane Group LOS
11.9136.4728.7628.7621.8429.3534.3426.1829.98d, Delay for Lane Group [s/veh]
0.380.630.820.820.760.030.720.400.79X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.092.407.007.000.670.052.270.751.91d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.280.280.110.110.110.110.11k, delay calibration
11.8234.0721.7521.7521.1729.3032.0825.4328.07d1, Uniform Delay [s]
25372685855851875198430350761c, Capacity [veh/h]
509434591589158950941589345915893459s, saturation flow rate [veh/h]
0.190.050.300.300.280.000.090.090.17(v / s)_i Volume / Saturation Flow Rate
0.500.080.370.370.370.120.120.220.22g / C, Green / Cycle
386282828991717g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
767676767676767676C, Cycle Length [s]
CLRCCRLRLLane Group
Lane Group Calculations
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-135
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]29.98 0.00 26.18 34.34 0.00 29.35 0.00 21.84 28.76 36.47 11.91 0.00
Movement LOS C C C C C C D B
d_A, Approach Delay [s/veh]29.26 34.26 24.61 15.58
Approach LOS C C C B
d_I, Intersection Delay [s/veh]23.80
Intersection LOS C
Intersection V/C 0.776
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]34.67 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.607 0.000 0.000 0.000
Crosswalk LOS B F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 0 1133 1356
d_b, Bicycle Delay [s]45.00 45.00 8.45 4.67
I_b,int, Bicycle LOS Score for Intersection 4.132 4.132 2.545 2.179
Bicycle LOS D D B B
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-15Ring 1
Sequence
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-136
0.559Volume to Capacity (v/c):
CLevel Of Service:
21.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2214829987607090066778611Total Analysis Volume [veh/h]
6377522152020016720153Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
2214829987607090066778611Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2214829987607090066778611Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-137
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
0.02.02.02.02.00.02.00.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.02.02.02.00.02.00.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0220000000000Pedestrian Clearance [s]
070000000000Walk [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Vehicle Extension [s]
0371918180100043430Split [s]
0.01.01.01.01.00.01.00.00.01.01.00.0All red [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Amber [s]
0303030300300030300Maximum Green [s]
066660600660Minimum Green [s]
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-138
49.0350.64139.3220.40267.2511.9992.58213.23213.8695th-Percentile Queue Length [ft/ln]
1.962.035.570.8210.690.483.708.538.5595th-Percentile Queue Length [veh/ln]
27.2428.1377.4011.33162.676.6651.44122.48122.9450th-Percentile Queue Length [ft/ln]
1.091.133.100.456.510.272.064.904.9250th-Percentile Queue Length [veh/ln]
NoNoYesNoYesYesYesNoNoCritical Lane Group
BBDADEABBLane Group LOS
17.3517.3336.904.2837.1355.135.5017.9818.06d, Delay for Lane Group [s/veh]
0.120.120.590.080.840.400.330.420.42X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.070.071.070.142.6811.100.451.561.61d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.110.500.500.50k, delay calibration
17.2717.2635.834.1434.4544.035.0416.4116.45d1, Uniform Delay [s]
7077395101121724221991823814c, Capacity [veh/h]
178718703459158935601589281318001781s, saturation flow rate [veh/h]
0.050.050.090.050.170.010.240.190.19(v / s)_i Volume / Saturation Flow Rate
0.390.390.150.710.200.010.710.460.46g / C, Green / Cycle
36361364181644141g_i, Effective Green Time [s]
2.002.002.000.002.002.000.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090909090C, Cycle Length [s]
CCLRCRRCLLane Group
Lane Group Calculations
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-139
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]18.03 17.98 5.50 0.00 0.00 55.13 0.00 37.13 4.28 36.90 17.34 17.35
Movement LOS B B A E D A D B B
d_A, Approach Delay [s/veh]11.86 55.13 33.01 29.81
Approach LOS B E C C
d_I, Intersection Delay [s/veh]21.15
Intersection LOS C
Intersection V/C 0.559
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 11.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 34.67 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 1.768 0.000 0.000
Crosswalk LOS F A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]867 0 311 733
d_b, Bicycle Delay [s]14.45 45.00 32.09 18.05
I_b,int, Bicycle LOS Score for Intersection 3.797 4.132 2.132 1.947
Bicycle LOS D D B A
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-62Ring 1
Sequence
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-140
0.707Volume to Capacity (v/c):
CLevel Of Service:
27.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3515820476839120010611754223Total Analysis Volume [veh/h]
11015511921030027318956Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
3515820476839120010611754223Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3515820476839120010611754223Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-141
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000027002500180Pedestrian Clearance [s]
000070070070Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
010003800362204026Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
060060066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-142
4.438.8062.70285.32284.52403.37145.10135.08126.26269.3995th-Percentile Queue Length [ft/ln]
0.180.352.5111.4111.3816.135.805.405.0510.7895th-Percentile Queue Length [veh/ln]
2.464.8934.83176.41175.80268.9080.6175.0470.14164.2950th-Percentile Queue Length [ft/ln]
0.100.201.397.067.0310.763.223.002.816.5750th-Percentile Queue Length [veh/ln]
NoYesNoNoYesYesNoNoNoYesCritical Lane Group
EEDDDBEBBELane Group LOS
56.2357.9940.2250.9250.9519.8759.7310.7810.5455.02d, Delay for Lane Group [s/veh]
0.130.230.220.840.840.630.790.240.240.87X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.634.310.426.386.401.639.710.500.268.89d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.500.110.500.500.11k, delay calibration
53.6053.6739.8144.5444.5418.2350.0210.2810.2846.14d1, Uniform Delay [s]
2326263296294189213511132135256c, Capacity [veh/h]
1589185515891788178135601781185635601781s, saturation flow rate [veh/h]
0.000.000.040.140.140.340.060.140.140.13(v / s)_i Volume / Saturation Flow Rate
0.010.010.170.170.170.530.080.600.600.14g / C, Green / Cycle
22181818598666616g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
110110110110110110110110110110C, Cycle Length [s]
RCRCLCLCCLLane Group
Lane Group Calculations
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-143
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]55.02 10.62 10.78 59.73 19.87 0.00 50.93 50.92 40.22 57.99 57.99 56.23
Movement LOS E B B E B D D D E E E
d_A, Approach Delay [s/veh]20.64 23.10 49.81 57.40
Approach LOS C C D E
d_I, Intersection Delay [s/veh]27.54
Intersection LOS C
Intersection V/C 0.707
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]44.55 0.00 44.55 44.55
I_p,int, Pedestrian LOS Score for Intersection 2.828 0.000 2.331 1.997
Crosswalk LOS C F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]655 582 618 109
d_b, Bicycle Delay [s]24.89 27.65 26.25 49.16
I_b,int, Bicycle LOS Score for Intersection 2.103 2.637 2.474 1.574
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8421Ring 1
Sequence
Scenario 15: 15 AM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-144
0.834Volume to Capacity (v/c):
CLevel Of Service:
29.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: State College Boulevard at Anaheim Way/I-5 NB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
644100380000222250184921552213Total Analysis Volume [veh/h]
161251200006563512338853Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
644100380000222250184921552213Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
644100380000222250184921552213Base Volume Input [veh/h]
I-5 NB RampsAnaheim WayState College BoulevardState College BoulevardName
Volumes
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-145
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.00.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.00.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001600330Pedestrian Clearance [s]
000000070070Walk [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Vehicle Extension [s]
06100000421004412Split [s]
0.01.00.00.00.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.00.00.00.03.03.00.03.03.0Amber [s]
03000000303003030Maximum Green [s]
060000066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040000061025Signal group
SplitSplitSplitPermissPermissPermissPermissPermissProtecteUnsignaPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
115Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-146
282.6288.6650.362.9116.02478.8726.69283.97151.5795th-Percentile Queue Length [ft/ln]
11.3111.5526.012.520.6419.151.0711.366.0695th-Percentile Queue Length [veh/ln]
174.3178.9472.134.958.90329.9314.83175.3884.2150th-Percentile Queue Length [ft/ln]
6.977.1618.891.400.3613.200.597.023.3750th-Percentile Queue Length [veh/ln]
NoNoYesNoNoYesNoNoYesCritical Lane Group
CCDCBCECELane Group LOS
28.0327.1642.4622.3018.8229.5862.0220.6762.54d, Delay for Lane Group [s/veh]
0.580.510.900.110.030.760.430.480.88X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.490.619.590.070.091.966.680.509.61d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.260.110.500.500.110.500.11k, delay calibration
27.5326.5532.8722.2318.7327.6355.3420.1752.93d1, Uniform Delay [s]
11036677336996882941423258243c, Capacity [veh/h]
281317021870178115896792178167923459s, saturation flow rate [veh/h]
0.230.200.350.040.010.330.010.230.06(v / s)_i Volume / Saturation Flow Rate
0.390.390.390.390.430.430.020.480.07g / C, Green / Cycle
4545454550503558g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
115115115115115115115115115C, Cycle Length [s]
RCCLRCLCLLane Group
Lane Group Calculations
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-147
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]62.54 20.67 0.00 62.02 29.58 18.82 0.00 0.00 0.00 22.30 37.26 28.03
Movement LOS E C E C B C D C
d_A, Approach Delay [s/veh]25.72 29.73 0.00 33.12
Approach LOS C C A C
d_I, Intersection Delay [s/veh]29.52
Intersection LOS C
Intersection V/C 0.834
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 47.03 47.03
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.330 2.748
Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]696 661 0 991
d_b, Bicycle Delay [s]24.46 25.78 57.50 14.63
I_b,int, Bicycle LOS Score for Intersection 2.288 2.504 4.132 2.984
Bicycle LOS B B D C
----------------Ring 4
----------------Ring 3
--------------65Ring 2
-------------421Ring 1
Sequence
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-148
0.540Volume to Capacity (v/c):
BLevel Of Service:
12.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: State College Boulevard at I-5 SB Ramps
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
00065022064691164202521920Total Analysis Volume [veh/h]
0001635516173411065480Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
00065022064691164202521920Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
00065022064691164202521920Base Volume Input [veh/h]
I-5 SB RampsI-5 SB RampsState College BoulevardState College BoulevardName
Volumes
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-149
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.00.00.00.02.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00000001800130Pedestrian Clearance [s]
000000070070Walk [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s]
000061002900290Split [s]
0.00.00.00.01.00.00.01.00.00.01.00.0All red [s]
0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s]
000030003000300Maximum Green [s]
000060060060Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
000080060020Signal group
PermissPermissPermissSplitSplitSplitUnsignaPermissPermissPermissPermissPermissControl Type
Phasing & Timing
8.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-150
276.12175.5946.50152.32173.76168.9495th-Percentile Queue Length [ft/ln]
11.047.021.866.096.956.7695th-Percentile Queue Length [veh/ln]
169.4097.5525.8484.6296.5493.8550th-Percentile Queue Length [ft/ln]
6.783.901.033.383.863.7550th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesCritical Lane Group
CCCAAALane Group LOS
33.9327.6724.917.928.558.15d, Delay for Lane Group [s/veh]
0.850.430.130.380.370.41X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.850.590.120.250.900.28d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.50k, delay calibration
31.0727.0824.787.667.647.87d1, Uniform Delay [s]
761506482434911864349c, Capacity [veh/h]
281318701781679218526792s, saturation flow rate [veh/h]
0.230.120.040.240.240.26(v / s)_i Volume / Saturation Flow Rate
0.270.270.270.640.640.64g / C, Green / Cycle
242424585858g_i, Effective Green Time [s]
2.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
909090909090C, Cycle Length [s]
RCLCCCLane Group
Lane Group Calculations
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-151
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 8.23 8.55 0.00 7.92 0.00 24.91 27.67 33.93 0.00 0.00 0.00
Movement LOS A A A C C C
d_A, Approach Delay [s/veh]8.23 7.92 31.83 0.00
Approach LOS A A C A
d_I, Intersection Delay [s/veh]12.72
Intersection LOS B
Intersection V/C 0.540
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 34.67 34.67
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.481 1.662
Crosswalk LOS F F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]556 556 1267 0
d_b, Bicycle Delay [s]23.47 23.47 6.05 45.00
I_b,int, Bicycle LOS Score for Intersection 2.291 2.237 3.101 4.132
Bicycle LOS B B C D
----------------Ring 4
----------------Ring 3
--------------86Ring 2
---------------2Ring 1
Sequence
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-152
0.794Volume to Capacity (v/c):
CLevel Of Service:
23.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: I-5 Ramps at Chapman Avenue
Intersection Level Of Service Report
NoNoNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
013582871032154601002151120550Total Analysis Volume [veh/h]
03407225838703054280138Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
013582871032154601002151120550Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
013582871032154601002151120550Base Volume Input [veh/h]
Chapman AvenueChapman AvenueI-5 RampsI-5 RampsName
Volumes
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-153
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.02.00.02.00.00.00.02.00.00.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.00.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0000410000000Pedestrian Clearance [s]
000070000000Walk [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Vehicle Extension [s]
06610056000100014Split [s]
0.01.01.00.01.00.00.00.01.00.00.01.0All red [s]
0.03.03.00.03.00.00.00.03.00.00.03.0Amber [s]
03030030000300030Maximum Green [s]
066060006006Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
047080001005Signal group
PermissPermissProtectePermissPermissPermissSplitPermissSplitSplitPermissSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-154
189.44118.29367.98367.98310.077.8089.5779.28210.4695th-Percentile Queue Length [ft/ln]
7.584.7314.7214.7212.400.313.583.178.4295th-Percentile Queue Length [veh/ln]
105.3065.72240.75240.75195.444.3349.7644.05120.4650th-Percentile Queue Length [ft/ln]
4.212.639.639.637.820.171.991.764.8250th-Percentile Queue Length [veh/ln]
NoYesNoYesNoNoYesNoYesCritical Lane Group
BDCCCCDCCLane Group LOS
10.8935.0732.2432.2422.1732.0236.0227.0031.12d, Delay for Lane Group [s/veh]
0.490.710.860.860.800.070.660.350.78X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.132.3010.2110.210.810.192.290.641.98d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.330.330.110.110.110.110.11k, delay calibration
10.7632.7722.0322.0321.3631.8333.7326.3629.13d1, Uniform Delay [s]
27894056026021929150325322701c, Capacity [veh/h]
509434591589158950941589345915893459s, saturation flow rate [veh/h]
0.270.080.320.320.300.010.060.070.16(v / s)_i Volume / Saturation Flow Rate
0.550.120.380.380.380.090.090.200.20g / C, Green / Cycle
429292929771616g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
777777777777777777C, Cycle Length [s]
CLRCCRLRLLane Group
Lane Group Calculations
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-155
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]31.12 0.00 27.00 36.02 0.00 32.02 0.00 22.17 32.24 35.07 10.89 0.00
Movement LOS C C D C C C D B
d_A, Approach Delay [s/veh]30.42 35.84 26.20 15.11
Approach LOS C D C B
d_I, Intersection Delay [s/veh]23.60
Intersection LOS C
Intersection V/C 0.794
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]34.67 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.686 0.000 0.000 0.000
Crosswalk LOS B F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 0 1156 1378
d_b, Bicycle Delay [s]45.00 45.00 8.02 4.36
I_b,int, Bicycle LOS Score for Intersection 4.132 4.132 2.623 2.464
Bicycle LOS D D B B
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-15Ring 1
Sequence
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-156
0.653Volume to Capacity (v/c):
CLevel Of Service:
29.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 15: Designer Dirve/SR-22 WB Ramps at Metropolitan Drive
Intersection Level Of Service Report
NoNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
212586751886430380024666467Total Analysis Volume [veh/h]
56516947161010006217117Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
212586751886430380024666467Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
212586751886430380024666467Base Volume Input [veh/h]
Metropolitan DriveMetropolitan DriveDesigner DriveSR-22 WB RampsName
Volumes
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-157
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
0.02.02.02.02.00.02.00.00.02.02.00.0l2, Clearance Lost Time [s]
0.02.02.02.02.00.02.00.00.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0220000000000Pedestrian Clearance [s]
070000000000Walk [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Vehicle Extension [s]
0643331310100026260Split [s]
0.01.01.01.01.00.01.00.00.01.01.00.0All red [s]
0.03.03.03.03.00.03.00.00.03.03.00.0Amber [s]
0303030300300030300Maximum Green [s]
066660600660Minimum Green [s]
--Lead---------Lead / Lag
2,82,7Auxiliary Signal Groups
047880600220Signal group
PermissPermissProtecteOverlapPermissPermissSplitPermissSplitOverlapSplitSplitControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
100Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-158
78.3680.44318.5181.18308.3348.7133.23217.58216.5695th-Percentile Queue Length [ft/ln]
3.133.2212.743.2512.331.951.338.708.6695th-Percentile Queue Length [veh/ln]
43.5344.69201.9745.10194.0927.0618.46125.66124.9150th-Percentile Queue Length [ft/ln]
1.741.798.081.807.761.080.745.035.0050th-Percentile Queue Length [veh/ln]
NoNoYesNoYesYesNoNoYesCritical Lane Group
BBDADEACCLane Group LOS
14.6814.6839.709.0140.7956.144.7926.0326.08d, Delay for Lane Group [s/veh]
0.160.160.850.190.850.600.120.410.41X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.080.082.730.442.868.870.131.941.97d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.110.110.500.500.50k, delay calibration
14.6014.6036.978.5737.9347.274.6724.0924.11d1, Uniform Delay [s]
875899792972754631993648641c, Capacity [veh/h]
182118703459158935601589281318021781s, saturation flow rate [veh/h]
0.080.080.200.120.180.020.090.150.15(v / s)_i Volume / Saturation Flow Rate
0.480.480.230.610.210.040.710.360.36g / C, Green / Cycle
48482361214713636g_i, Effective Green Time [s]
2.002.002.000.002.002.000.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
100100100100100100100100100C, Cycle Length [s]
CCLRCRRCLLane Group
Lane Group Calculations
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-159
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]26.06 26.03 4.79 0.00 0.00 56.14 0.00 40.79 9.01 39.70 14.68 14.68
Movement LOS C C A E D A D B B
d_A, Approach Delay [s/veh]19.34 56.14 33.60 32.38
Approach LOS B E C C
d_I, Intersection Delay [s/veh]29.21
Intersection LOS C
Intersection V/C 0.653
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 11.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 39.61 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 1.781 0.000 0.000
Crosswalk LOS F A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]440 0 540 1200
d_b, Bicycle Delay [s]30.42 50.00 26.65 8.00
I_b,int, Bicycle LOS Score for Intersection 2.845 4.132 2.245 2.347
Bicycle LOS C D B B
----------------Ring 4
----------------Ring 3
------------87--Ring 2
------------4-62Ring 1
Sequence
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-160
0.753Volume to Capacity (v/c):
CLevel Of Service:
29.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 17: The City Drive at SR-22 EB Ramps
Intersection Level Of Service Report
YesYesNoYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
36862015125237221090671027237Total Analysis Volume [veh/h]
92253811311812732225759Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
36862015125237221090671027237Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
36862015125237221090671027237Base Volume Input [veh/h]
SR-22 EB RampsSR-22 EB RampsThe City DriveThe City DriveName
Volumes
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-161
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000027002500180Pedestrian Clearance [s]
000070070070Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
012003800361104924Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s]
030003000303003030Maximum Green [s]
060060066066Minimum Green [s]
--------Lead--LeadLead / Lag
Auxiliary Signal Groups
040080061025Signal group
SplitSplitSplitSplitSplitSplitUnsignaPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
16.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-162
44.34144.46173.32296.41296.35420.739.74195.41183.60283.4095th-Percentile Queue Length [ft/ln]
1.775.786.9311.8611.8516.830.397.827.3411.3495th-Percentile Queue Length [veh/ln]
24.6480.2696.29184.91184.86282.835.41109.57102.00174.9550th-Percentile Queue Length [ft/ln]
0.993.213.857.407.3911.310.224.384.087.0050th-Percentile Queue Length [veh/ln]
NoYesNoNoYesYesNoNoNoYesCritical Lane Group
DEDDDCEBBDLane Group LOS
49.8459.3642.9849.8949.9025.8464.3011.8911.5354.99d, Delay for Lane Group [s/veh]
0.310.780.540.840.840.670.330.320.320.88X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.489.231.636.016.012.2510.190.760.409.21d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.500.110.500.500.11k, delay calibration
48.3650.1341.3543.8943.8923.5854.1111.1311.1345.78d1, Uniform Delay [s]
11713627931331316191811102120269c, Capacity [veh/h]
1589185315891782178135601781186435601781s, saturation flow rate [veh/h]
0.020.060.090.150.150.310.000.190.190.13(v / s)_i Volume / Saturation Flow Rate
0.070.070.180.180.180.460.010.600.600.15g / C, Green / Cycle
88191919501666617g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
110110110110110110110110110110C, Cycle Length [s]
RCRCLCLCCLLane Group
Lane Group Calculations
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-163
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]54.99 11.65 11.89 64.30 25.84 0.00 49.90 49.89 42.98 59.36 59.36 49.84
Movement LOS D B B E C D D D E E D
d_A, Approach Delay [s/veh]19.73 26.05 48.35 56.94
Approach LOS B C D E
d_I, Intersection Delay [s/veh]29.64
Intersection LOS C
Intersection V/C 0.753
Other Modes
g_Walk,mi, Effective Walk Time [s]11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]44.55 0.00 44.55 44.55
I_p,int, Pedestrian LOS Score for Intersection 2.874 0.000 2.384 2.001
Crosswalk LOS C F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]818 582 618 145
d_b, Bicycle Delay [s]19.20 27.65 26.25 47.29
I_b,int, Bicycle LOS Score for Intersection 2.259 2.464 2.675 1.794
Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8421Ring 1
Sequence
Scenario 16: 16 PM 2021 Cum. + Project - Caltrans
The Terrace Apartments, Orange
Version 6.00-01
Generated with
D-164
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-17-3882-1
The Terrace Apartments, Orange
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Dividers.doc
APPENDIX E
PROJECT DRIVEWAY LEVEL OF SERVICE
CALCULATION WORKSHEETS
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1
Kendall-Palm Commercial, San Bernardino
N:\3800\2173882 - The Terrace Apartments, Orange\Report\3882 Sub-Dividers.doc
APPENDIX E-I
YEAR 2021 CUMULATIVE PLUS PROJECT
TRAFFIC CONDITIONS
E-1
0.027Volume to Capacity (v/c):
CLevel Of Service:
16.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 19: Lewis Street at Project Driveway No. 1
Intersection Level Of Service Report
YesNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Project Driveway No. 2Lewis StreetLewis StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
119107600781Total Analysis Volume [veh/h]
3226900195Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
119107600781Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
119107600781Base Volume Input [veh/h]
Project Driveway No. 2Lewis StreetLewis StreetName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
E-2
CIntersection LOS
0.14d_I, Intersection Delay [s/veh]
BAAApproach LOS
13.400.000.00d_A, Approach Delay [s/veh]
3.493.490.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.140.140.000.000.000.0095th-Percentile Queue Length [veh/ln]
BCAAAAMovement LOS
11.2915.980.009.330.000.00d_M, Delay for Movement [s/veh]
0.020.030.010.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
200Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
E-3
0.018Volume to Capacity (v/c):
CLevel Of Service:
16.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 20: Lewis Street at Project Driveway No. 2
Intersection Level Of Service Report
YesNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Project Driveway No. 3Lewis StreetLewis StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
1561084116763Total Analysis Volume [veh/h]
4227132191Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
1561084116763Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1561084116763Base Volume Input [veh/h]
Project Driveway No. 3Lewis StreetLewis StreetName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
E-4
CIntersection LOS
0.19d_I, Intersection Delay [s/veh]
BAAApproach LOS
12.560.090.00d_A, Approach Delay [s/veh]
3.303.300.000.990.000.0095th-Percentile Queue Length [ft/ln]
0.130.130.000.040.000.0095th-Percentile Queue Length [veh/ln]
BCAAAAMovement LOS
11.1815.990.009.340.000.00d_M, Delay for Movement [s/veh]
0.020.020.010.010.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
200Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
E-5
0.113Volume to Capacity (v/c):
BLevel Of Service:
10.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 21: City Boulevard at Project Driveway No. 3
Intersection Level Of Service Report
YesNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Project Driveway No. 4City BoulevardCity BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
5286331066722Total Analysis Volume [veh/h]
1322827176Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
5286331066722Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5286331066722Base Volume Input [veh/h]
Project Driveway No. 4City BoulevardCity BoulevardName
Volumes
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
E-6
BIntersection LOS
4.30d_I, Intersection Delay [s/veh]
BAAApproach LOS
10.210.001.86d_A, Approach Delay [s/veh]
14.8814.880.000.000.001.1695th-Percentile Queue Length [ft/ln]
0.600.600.000.000.000.0595th-Percentile Queue Length [veh/ln]
ABAAAAMovement LOS
9.5410.610.000.000.007.53d_M, Delay for Movement [s/veh]
0.050.110.000.000.000.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 7: 7 AM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
E-7
0.012Volume to Capacity (v/c):
CLevel Of Service:
20.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 19: Lewis Street at Project Driveway No. 1
Intersection Level Of Service Report
YesNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Project Driveway No. 2Lewis StreetLewis StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
53883001140Total Analysis Volume [veh/h]
1122100285Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
53883001140Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
53883001140Base Volume Input [veh/h]
Project Driveway No. 2Lewis StreetLewis StreetName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
E-8
CIntersection LOS
0.06d_I, Intersection Delay [s/veh]
CAAApproach LOS
15.680.000.00d_A, Approach Delay [s/veh]
1.781.780.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.070.070.000.000.000.0095th-Percentile Queue Length [veh/ln]
BCABAAMovement LOS
13.0020.150.0010.920.000.00d_M, Delay for Movement [s/veh]
0.010.010.010.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
200Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
E-9
0.008Volume to Capacity (v/c):
CLevel Of Service:
20.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 20: Lewis Street at Project Driveway No. 2
Intersection Level Of Service Report
YesNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Project Driveway No. 3Lewis StreetLewis StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
9286919151137Total Analysis Volume [veh/h]
2121754284Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
9286919151137Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
9286919151137Base Volume Input [veh/h]
Project Driveway No. 3Lewis StreetLewis StreetName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
E-10
CIntersection LOS
0.18d_I, Intersection Delay [s/veh]
BAAApproach LOS
14.420.240.00d_A, Approach Delay [s/veh]
2.152.150.002.440.000.0095th-Percentile Queue Length [ft/ln]
0.090.090.000.100.000.0095th-Percentile Queue Length [veh/ln]
BCABAAMovement LOS
13.0820.420.0011.170.000.00d_M, Delay for Movement [s/veh]
0.020.010.010.030.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
200Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
E-11
0.059Volume to Capacity (v/c):
BLevel Of Service:
10.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 21: City Boulevard at Project Driveway No. 3
Intersection Level Of Service Report
YesNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Project Driveway No. 4City BoulevardCity BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
2039851288438Total Analysis Volume [veh/h]
51021322110Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
2039851288438Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2039851288438Base Volume Input [veh/h]
Project Driveway No. 4City BoulevardCity BoulevardName
Volumes
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
E-12
BIntersection LOS
2.30d_I, Intersection Delay [s/veh]
BAAApproach LOS
10.360.002.41d_A, Approach Delay [s/veh]
6.566.560.000.000.002.1695th-Percentile Queue Length [ft/ln]
0.260.260.000.000.000.0995th-Percentile Queue Length [veh/ln]
ABAAAAMovement LOS
9.3110.890.000.000.007.73d_M, Delay for Movement [s/veh]
0.020.060.000.000.000.03V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 8: 8 PM 2021 Cum. + Project
The Terrace Apartments, Orange
Version 6.00-01
Generated with
E-13
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