City Council Meeting Agenda
February 9, 2026

The Project proposes four driveways for site access:

Driveway A: A driveway at Bristol Parkway (on the western frontage), providing access to the residential garages in Buildings A & B and the retail garage in Building A.

Driveway B: A driveway at Uplander Way (on the eastern frontage), providing access to the residential garages in Buildings A & B and the retail garage in Building A.

Driveway C: A full-access driveway at Uplander Way (on the southern frontage), providing access to the residential garage in Building C.

Driveway D: An emergency access-only driveway at Uplander Way (on the eastern frontage).

Currently the EIR project description is expected to rely on the driveways proposed above.

The site is currently developed with four office buildings totaling 146,414 sf, 552 surface parking spaces, and vehicular access that supports the existing uses on the Project Site.

Figure 1 shows the site plan for the Project. See the proposed approach for Site Plan Review in the following section.

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May 2024

CEQA Transportation Analysis Requirements
This section describes the proposed approaches for the CEQA transportation analysis as outlined in the Culver City Guidelines.

Programs, Plans, Ordinances, and Policies
Fehr & Peers will review plans, programs, ordinances, and policies related to the transportation system in the City of Culver City.

Vehicle Miles Traveled Analysis
The Project will follow the lead agency’s guidance for the VMT analysis. The Project is not screened from conducting a vehicle miles traveled (VMT) analysis and the applicant is required to conduct the analysis. Separate analysis is not required for the retail component is not required as it is less than 50,000 square feet.

Geometric Design Hazards
Fehr & Peers will review potential on-street geometric design hazards caused by the Project per the City of Culver City’s guidance.

Freeway Safety Analysis
The Project is not expected to generate 25 or more Project trips on any freeway off-ramps in either the AM or PM peak hour. Therefore, a freeway safety analysis is not required, per the LADOT TAG Freeway Safety Analysis Screening.

Supplemental Transportation Analysis Requirements
This section describes the proposed approaches for the non-CEQA transportation analysis for the City of Culver City. Supplemental analyses are required if a project is estimated to add 250 or more new daily trips. Because the Project is estimated to add 3,725 new daily trips, the following analyses will be conducted.

Traffic Operations
Project Trip Generation
Trip generation rates from the Trip Generation, 11th Edition (Institute of Transportation Engineers [ITE], 2021) were used to estimate the number of trips for the Project. ITE trip generation rates for Mid-Rise Multi-Family Housing (ITE Code 221) for a Dense Multi-Use Urban context were used to estimate trips for the residential use, and rates for High-Turnover Sit-Dow Restaurant (ITE Code 932) were used to estimate trips for the retail use. This variant of the ITE rate already accounts for transit mode share. Table 1 presents the estimated trip generation. The Project is expected to Docusign Envelope ID: 1984CB67-E4BD-4457-84B9-ADAF95FA2B1 B Culver City
May 2024

generate an estimated 192 net vehicle trips (-87 inbound/279 outbound) during the AM peak hour and 223 vehicle trips (228 inbound/-5 outbound) during the PM peak hour. A Transportation Demand Management (TDM) reduction was applied to the residential use for off-street parking pricing and pedestrian-oriented site design. The reduction percentage was derived from the Culver City VMT Tool. A trip credit was applied to account for the trip generation of the existing office land use (ITE Code 710) that currently occupy the Project site.

Trip Distribution
The forecasted regional vehicular trip distribution of the project was modeled in the Culver City travel demand model in a 2019 scenario. This regional distribution was developed based on several factors including the typology of proposed office land use, the geographic distribution of population and activity centers in the surrounding area, and the project access points in relation to the surrounding street and freeway system. The regional trip distribution was translated into a local trip distribution based on street and lane configuration, allowable turning movements, and likely vehicular ingress/egress routes.

Figure 2 illustrates the trip distribution pattern of the project trips.

Docusign Envelope ID: 1984CB67-E4BD-4457-84B9-ADAF95FA2B1 B Rate In% Out% Rate In% Out% In Out Total In Out Total

PROPOSED PROJECT
Multifamily Housing (Mid-Rise) 221 1106 DU 4.54 0.37 23% 77% 0.39 61% 39% 5,021 94 315 409 263 168 431 Less: Internal Capture [b] 3% 3% 3% 3% 3% (151) (3) (9) (12) (8) (5) (13) Less: Transportation Demand Management (TDM) Adjustment [c] 5.5% 5.5% 5.5% 5.5% 5.5% (276) (5) (17) (22) (14) (9) (23) Net External Vehicle Trips 4,870 86 289 375 241 154 395 Restaurant (High Turnover Sit-Down) 932 5.26 KSF 107.2 9.57 55% 45% 9.05 61% 39% 564 28 22 50 29 19 48 Less: Internal Capture [b] 3% 3% 3% 3% 3% (17) (1) (1) (2) (1) (1) (2) Total Driveway Trips 547 27 21 48 28 18 46
Less: Pass-by [d] 20% 20% 20% (109) (5) (4) (9) (5) (3) (8) Net External Vehicle Trips 438 22 17 39 23 15 38
TOTAL DRIVEWAY TRIPS 5,417 113 310 423 269 172 441
TOTAL PROJECT EXTERNAL VEHICLE TRIPS 5,308 108 306 414 264 169 433

EXISTING USE CREDIT
General Office Building 710 146 KSF 10.84 1.52 88% 12% 1.44 17% 83% 1,583 195 27 222 36 174 210 Net External Vehicle Trips 1,583 195 27 222 36 174 210
TOTAL EXISTING USE CREDIT 1,583 195 27 222 36 174 210
NET INCREMENTAL EXTERNAL TRIPS 3,725 -87 279 192 228 -5 223 Notes:

Table 1: Project Vehicle Trip Generation Estimate
Land Use ITE Land
Use Code Size
Trip Generation Rates [a] Estimated Trip Generation
Daily
AM Peak Hour PM Peak Hour
Daily
[d] Pass-by trip adjustment applied to account for the percentage of trips that would already be on the adjacent roadway but make a stop by the Project Site. ITE pass-by rates for this land use are extremely high and are derived from primarily rural and suburban sites. The pass-by rate for high turnover restaurants (20%) from the LADOT Transportation Assessment Guidelines (TAG) is used as a better representation of travel conditions in the project area.

AM Peak Hour Trips PM Peak Hour Trips
[a] Source: Institute of Transportation Engineers (ITE), Trip Generation, 11th Edition , 2021. [b] Internal capture represents the percentage of trips between land uses that occur within the site. It is informed by MXD 2.0 Mixed Use Trip Generation Methodology, which incorporated the findings of NCHRP Project 8-51 as described in "Improved Estimation for Internal Trip Capture for Mixed-use Developments," ITE Journal, August 2010. [c] Project design features - off-street parking pricing and pedestrian-oriented design - are applicable to residential uses to reduce the number of vehicle trips to/from the Project Site. Values are derived from the Culver City VMT Tool.

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May 2024

Study Intersections and Street Segments
This study will analyze the following intersections, shown in Figure 3:

1. Hannum Avenue & Slauson Avenue

2. Fox Hills Drive & Hannum Avenue

3. Bristol Parkway & Slauson Avenue

4. Bristol Parkway & Hannum Avenue

5. Bristol Parkway & Uplander Way

6. Bristol Parkway & Green Valley Circle

7. Uplander Way & Hannum Avenue

8. Buckingham Parkway & Hannum Avenue

9. Buckingham Parkway & Slauson Avenue

10. Shenandoah Avenue & Slauson Avenue (Los Angeles County)

11. Corning Avenue & Slauson Avenue (Los Angeles County)

12. La Cienega Boulevard & Slauson Avenue (Los Angeles County) All study intersections
are signalized. As noted above, the MOU will also require approval from LACDPW because three proposed study intersections are in the unincorporated Los Angeles County.

Estimated Project trips at driveways and study intersections are shown in Figure 4. Pass-by trip volume was added only to Driveway A, which provides access to the retail parking area.

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May 2024

Data Collection (Traffic Counts)
Weekday peak hour counts will be collected at the study intersections to determine turning movement volumes. These counts will be used as the base year for the Existing analysis.

Buildout/Future Year Forecasts
A list of pending and approved related projects from Culver City in the vicinity of the Project that are expected to be completed by the buildout horizon will be included in the forecasting effort for Future scenarios. Figure 5 illustrates the related projects within a 1 mile radius of the Project site.

Table 2 shows the list of related projects and estimated trip generation.

An ambient growth rate of 0.6% per year for the AM peak hour and 0.1% for the PM peak hour will be used to forecast future year volumes. This growth rate was determined using the Culver City travel demand model.

Docusign Envelope ID: 1984CB67-E4BD-4457-84B9-ADAF95FA2B1 B In Out Total In Out Total
1 Boutique Hotel 11469 Jefferson Blvd Hotel 183 rooms 28 25 53 12 11 23 2 Westside Acura 6250 Slauson Ave Automotive Dealership 5.627 ksf -3 -2 -5 -3 -4 -7 3 Minerva School 5840 Uplander Way Preschool/Kindergarten 16.128 ksf 72 80 152 80 76 156 Apartments 309 du
Retail 5.6 ksf
du = dwelling units
ksf = one thousand square feet
[a] Based on information provided by Culver City Current Planning Division on February 13, 2024 and ITE Trip Generation Manual, 11th ed , 2021 Trip generation estimates include credits for existing uses. 1175700 Hannum AveMixed-Use Development4 9 101 110 91 26 Table : Related Projects
ID Project Title Project Address Land Use Size
Trip Generation Estimates [a]
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May 2024

Intersection Level of Service (LOS) Analysis
The assessment of the proposed project will involve evaluating intersection level of service (LOS) for the following scenarios during weekday AM and PM peak hour conditions:

Existing
Existing with Project
Future (2027) Base
Future (2027) with Project
Any adverse project traffic effects will be identified by comparing Existing LOS to Existing with Project LOS and Future (2027) Base LOS to Future (2027) with Project LOS. Based on the location of the study intersection, each agency’s respective criteria will be used to identify project traffic effects.

Synchro 11 software and the Highway Capacity Manual 6th Edition (HCM) methodology will be used to evaluate the operation of the study intersections. Fehr & Peers assumes that the intersection analysis will require microsimulation in the immediate vicinity of the Project site to correctly evaluate the closely-spaced intersections and new geometric and signal changes that have taken place since 2019.

Driveway LOS and Queuing Analysis
Synchro 11 software and the Highway Capacity Manual 6th Edition (HCM) methodology will be used to evaluate the operation of the Project driveways.

Neighborhood/Residential Street Analysis
A neighborhood/residential street analysis will be conducted on Green Valley Circle between Bristol Parkway and Centinela Avenue. See Figure 2 for Project trip distribution as derived from the Culver City travel demand model.

Transit Operations Analysis
Travel Demand/Capacity by Route Analysis
The Project will analyze transit demand by route based on the trip generation estimates and mode split. The new transit trips will be assigned to the transit routes/stops that serve the project site to estimate whether the existing capacity can accommodate the increase in transit trips generated by the Project. Table 3 and Figure 6 show the transit routes within one mile of the Project site.

Transit Delay by Route Analysis
Based on the preliminary trip generation as shown in Table 1, the Project is estimated to generate more than 3,000 daily vehicles trips and therefore will conduct a qualitative transit delay analysis per the Culver City Guidelines.

Docusign Envelope ID: 1984CB67-E4BD-4457-84B9-ADAF95FA2B1 B •
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Culver City
May 2024

Hazardous Conditions
The Project will assess the potential for hazardous conditions for transit operations due to the Project’s vehicular trip generation and design elements.

Site Plan Review
A marked-up site plan will illustrate vehicles maneuvering within the site. This review will also include bicycle/pedestrian access to the Project site.

Proposed Mitigation and Transportation Improvements
lane on Bristol
Parkway at Hannum Avenue
clear zone at Culver City Fire Department
Station No. 3 planned Class II bike lanes on Bristol Parkway as part of the Fox Hills Neighborhood Traffic Management Plan and Bikeways Project.

Docusign Envelope ID: 1984CB67-E4BD-4457-84B9-ADAF95FA2B1 B Mitigations and transportation improvements, particularly related to configuration along the Project frontage and , may be proposed pending analysis in the Transportation Study. Considerations will include the and
A signal warrant analysis will also
be conducted for the intersection of Bristol Parkway and Uplander Way.

Table : Transit Lines within One Mile of the Project Site Line Description Peak Hour Headway
LAX City Bus Center - South Gate
via La Tijera-Exposition Blvd
Marina Del Rey - Pico Rivera
via Slauson Ave
Playa Vista - Bell Gardens
via Jefferson Blvd-Gage Ave
3 Crosstown 30 minutes
4 Jefferson Blvd 60 minutes
5C2 Braddock Blvd 15-30 minutes
12-15 minutes (6)
15-30 minutes (6R)
CC 4: No Sunday service
CC 5: Only operates when school is in session
CC 6R: No Saturday or Sunday service
6/6R Sepulveda Blvd
Culver CityBus
LA Metro
102 60 minutes
108 7-10 minutes
110 15-20 minutes
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6 Attachment A• Outlook
RE: ESTU2025000080 -Traffic Scoping Document Review - 5757 Uplander Way From Nicolas Akli <[email protected]>
Date Mon 4/21/2025 3:41 PM
To Andrew Jarnagin <[email protected]>
Cc Shirley Lai <[email protected]>; Mingliang Shi <[email protected]>; Kent Tsujii < [email protected]>
[EXTERNAL EMAIL]
Hi Andrew,
We have completed our review of the traffic scoping document for the mixed-use development at 5757 Uplander Way. We generally concur with the findings of the traffic scoping document; thus, the project may proceed with submitting its Transportation Impact Analysis.

Once prepared, the TIA study can be submitted to Culver City for Review and Approval. Please let us know when the TIA is submitted to the City so we can coordinate with them.

Best Regards,
Nicolas Akli, EIT
Civil Engineering Assistant
Los Angeles County Public Works
Office: (626) 300-4810
From: Andrew Jarnagin <A.Jarnagin@fehrandpeers .com>
Sent: Tuesday, April 8, 2025 5:05 PM
To: Nicolas Akli <[email protected]>
Cc: Shirley Lai <[email protected]>; Mingliang Shi <[email protected]>; Kent Tsujii <[email protected]>
Subject: Re: ESTU2025000080 -Traffic Scoping Document Review - 5757 Uplander Way CAUTION: External Email. Proceed Responsibly.

Hi Nicolas,
Please see attached - I've added existing traffic counts and their associated quick figures to the end of the MOU, as well as a note to both quick figure pages clarifying that PM peak hour volumes are shown in parentheses.

In terms of the comment about additional back up required for Figure 4, is there anything beyond the trip generation rates and distribution per the Culver City model described on pgs. 4-5, Table 1, and Figure 2 that you're looking for detail on?
Thanks,

Appendix B: VMT Tool Reports

F EHR ,1 PEERS
VMT Tool
Project Name
Project Parcel
Project Screening
Apply to Full Project
No
Is the project located within any TPA and are at least No 15% of the on-site residential units are affordable?
Does this project generate fewer than 250 daily trips? No Apply to Specific Land Uses
Yes
No
Project Daily Trips 4,770
Project Land Use
Residential Value (du)
Single Family
Multi-Family 999
Affordable Housing Retail Value (ksf)
Family 78 General
Senior Supermarket
Special Needs Bank
Permanent Supportive Health Club
Gas Station
Office Value (ksf) Auto Repair
Standard Home Improvement Superstore
Free-Standing Discount
Medical Value (ksf) Restaurant Non-fast-food 5.772
Medical Office Restaurant Fast-food
Hospital Value (seats)
Theater w/ Matinee
Industrial Value (ksf)
Light Industrial Hotel Value (rooms)
Manufacturing Hotel
Warehousing / Self-Storage Motel
Movie Studio Value (ksf) School Value (students)
Office University
Post Production High School
Stage Middle School
Support Elementary
version 1.00
Is this residential component of the project 100%
affordable housing?
Is this project within ½ mile of one of the following transit hubs?
The following land uses will require separate impact analysis (outside of this tool) if not screened out. Please leave the land uses in the table below if they are part of a mixed use project.

Analysis is required. This project does not meet screening criteria. No separate analysis is required for retail. 5757 Uplander Way
4134005021
Click here for parcel viewer
Is the retail component of project fewer than 50,000
square feet in size at every store?
- Culver City Expo Station
- La Cienega/Jefferson Expo Station
- Westfield-Culver City Transit Center
- Sepulveda/Venice intersection
?
• Project Parce ls
l:J Culver City Station
1:1 La Cienega Station
♦ SepulvedaNenice Intersection 1;,\
♦ Westfield-Cu lver City Trans it Cen ter
- E (Expo) Line
Transit Priori ty Areas
C] Transit Hub
"1t,°r)f;>J.
•,i,
Howard Hughes Pw
VMT Tool - TDM
Preliminary Results
Project: 5757 Uplander Way Significant VMT Impact?
Household Work
Daily
Vehicle Trips
Daily
VMT
Household VMT
per Capita
Work VMT
per Employee
Threshold = 15%
below 8.3 (7.1)
Threshold = 15%
below 10.1 (8.6)
Proposed Project 4,566 32,887 6.2 N/A No N/A
Project w/ Mitigation 4,566 32,887 6.2 N/A No N/A
Transportation Demand Management Strategies
Parking
Off-Street Parking Pricing Applies to employees, residents, and/or visitors X Employees Residents Visitors
$ $ $ Baseline Off-Street Cost ($/space)
$ $ 100 $ Proposed Off-Street Cost ($/space)
On-Street Parking Pricing Applies to employees, residents, and/or visitors Employees Residents Visitors
$ $ $ Baseline On-Street Cost ($/space)
$ $ $ Proposed On-Street Cost ($/space)
Parking Supply Applies to residential land uses only
X 0
1362 Proposed Number of Spaces (for resident)
Transit
Transit Frequency Applies to all land uses
Baseline Frequency (minutes)
Proposed Frequency (minutes)
Point-to-point Shuttles Applies to employment uses only Select to include in the project.

Last Mile Shuttles Applies to employment uses only
Select to include in the project.

Commute Trip Reductions
Commute Marketing Program Applies to employees, and/or residents X Employees
X Residents
Financial Commuter Incentives
You may choose only one Financial Commuter Strategy, Commuter Incentives or Transit Subsidies.

Applies to employment uses only
Commuter Incentives $ per Financial Incentive ($/day or $/month) $ per Average Baseline Commute Cost ($/day or $/month)
Applies to employees, and/or residents
Transit Subsidies Employees 100% Percentage of Cost Subsidized Residents 100% Percentage of Cost Subsidized
Site Design
Pedestrian-Oriented Design Applies to all land uses
X Select to include in the project.
version 1.00
Required Number of Spaces (for resident)
proposed project
proposed project
proposed project
proposed project
proposed project
proposed project
proposed project
proposed project
proposed project
? ?
■--
■--
■--
■--
■--
■--
■-­
•
•
■--
• •
•
•
VMT Tool - Report
Project Screening
Yes/No Yes/No
Does this project generate fewer than 250 daily trips?
Is the project located within any TPA and are at least
15% of the on-site residential units are affordable?
Project Land Use
Residential Value (du)
Single Family
Multi-Family
Affordable Housing Retail Value (ksf)
Family General
Senior Supermarket
Special Needs Bank
Permanent Supportive Health Club
Gas Station
Office Value (ksf) Auto Repair
Standard Home Improvement Superstore
Free-Standing Discount
Medical Value (ksf) Restaurant Non-fast-food
Medical Office Restaurant Fast-food
Hospital Value (seats)
Theater w/ Matinee
Industrial Value (ksf)
Light Industrial Hotel Value (rooms)
Manufacturing Hotel
Warehousing / Self-Storage Motel
Movie Studio Value (ksf) School Value (students)
Office University
Post Production High School
Stage Middle School
Support Elementary
Proposed Project Summary
Total Daily Household VMT Work VMT
Proposed Project
Proposed Project w/ Mitigation
0 999
78 0
0 No
No

0.000

0.000

0.000

0.000

0.000

0.000

0.000
0 0.000
The following land uses will require separate impact analysis (outside of this tool) if not screened out. Please leave the land uses in the table below if they are part of a mixed use project.

0.000

0.000

0.000

0.000

0.000
No

5.772
Is this project within ½ mile of one of the following transit hubs? Analysis is required. This project does not meet screening criteria. No separate analysis is required for retail.

Is the retail component of project fewer than 50,000 square feet in size at every store?
No
Yes
Project Name Project Parcel(s)
5757 Uplander Way 4134005021
Is this residential component of the project 100% affordable housing?
- Culver City Expo Station
- La Cienega/Jefferson Expo Station
- Westfield-Culver City Transit Center
- Sepulveda/Venice intersection

0.000
0 0
0 0
0 0

N/A N/A
Project vs.

City
Difference
(%)

0.000
Project vs.

City
Difference
(%)

0.000

0.000

0.000

0.000
No

0.000
* A significant impact occurs unless the project metric is 15% or more below the City metric. For VMT per capita, the project metric must be below 7.1 for VMT per employee the project must be below 8.6.

Significant
VMT
Impact?*

10.1 N/A N/A N/A

10.1 N/A
Project VMT
per
employee
City VMT per
employee
32,887
32,887
VMT
Project VMT
per capita

6.2 6.2

8.3 8.3 No
City VMT per
capita
Significant
VMT
Impact?*
-25.3%
-25.3%
4,566
4,566
Trips

eu1s_llLC~----------- S
-
- -
VMT Tool - Report
Transportation Demand Management Strategies
TDM VMT Adjustments Summary *
Residential Office/Retail/Other Combined Total
Proposed Project
Proposed Project w/ Mitigation
MEASURE TYPE TDM MEASURE INPUT TDM VMT Adjustments
Parking
Off-Street Parking Pricing
X Employees Residents Visitors Residential
$ $ $ Baseline Off-Street Cost ($/space) Office/Retail/Other $ $ $ Proposed Off-Street Cost ($/space)
On-Street Parking Pricing
Employees Residents Visitors Residential
$ $ $ Baseline On-Street Cost ($/space) Office/Retail/Other $ $ $ Proposed On-Street Cost ($/space)
Parking Supply
X Required Number of Spaces (for resident) Residential
Proposed Number of Spaces (for resident)
Transit
Transit Frequency
Baseline Frequency (minutes) Residential
Proposed Frequency (minutes) Office/Retail/Other
Point-to-point Shuttles
Select to include in the project. Office/Retail/Other
Last Mile Shuttles
Select to include in the project. Office/Retail/Other
Commute Trip Reductions
Commute Marketing Program
X Employees Residential
X Residents Office/Retail/Other
Financial Commuter Incentives
You may choose only one Financial Commuter Strategy, Commuter Incentives or Transit SubsidiResidential Office/Retail/Other
$ per Financial Incentive ($/day or $/month)
$ per Average Baseline Commute Cost ($/day or $/month)
Transit Subsidies Employees Percentage of Cost Subsidized Residents Percentage of Cost Subsidized
Site Design
Pedestrian-Oriented Design
X Select to include in the project. Residential
Office/Retail/Other
version 1.00
-8.6% -0.1% -3.9%
-0.1% -3.9%
0 0
proposed project 0
1,362
0 100
0 0
0 0 0
0 0 0
-8.6%
proposed project
proposed project -3.2%
proposed project 0
0 * The TDM Adjustments Summary shows the combined total effect of all selected TDM strategies by land use. These reductions are fully reflected in the Total VMT above, but only those strategies and land uses that are relevant to each efficiency metric are reflected in the Household VMT and Work VMT efficiency metrics. -0.1%
proposed project

0.0%
0 0
0 0
proposed project
Commuter
Incentives
-5.5%

0.0%

0.0%
proposed project
100%
100%
-0.1%
proposed project
proposed project

,e~CI _TV
■
--- -
■
--- -
■
-
■
- -
■
■
■ ■
■
-
■
-
■
--
■ ■
■
■
-

Appendix C: Traffic Counts

F EHR ,1 PEERS
Prepared by National Data & Surveying Services
ID: 24-020147-001 Day:

City: Culver City Date:

AM 25 184 137 0 AM
NOON 0 0 0 0 NOON
PM 49 488 210 0 PM

AM NOON PM PM NOON AM

0.5 1.5 2 0 1 431 0 837
3 446 0 490
10 0 19 0 2 177 0 33
31 0 53 1 TEV 2863 0 3180 0 1 0 2
210 0 509 3 PHF 0.96 0.97
54 0 174 0 0 2 2 1

AM NOON PM PM NOON AM
PM 1 67 282 273 PM
NOON 0 0 0 0 NOON
AM 1 81 547 221 AM
0 NONE
05:00 PM - 06:00 PM 766
Hannum Ave & Slauson Ave
Peak Hour Turning Movement Count
Hannum Ave Tuesday
SOUTHBOUND 5/21/2024
4:00 PM - 06:00 PM

PEAK HOURS
07:45 AM - 08:45 AM 1415 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
993 0 570
Totals (AM) 840 Total Bikes (AM)
Slauson Ave

EASTBOUND

WESTBOUND
Slauson Ave
606 0 581

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 272

NORTHBOUND
Hannum Ave
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
1 0
3 1
0 2
0 0
1 0
0 0 0
0 0
0 0
0 2
0 3
2 0
1 0
1 00
0 0
0 2
0 0
3 0
0 0
00 0
0 0
0 0
0 0
0 1
0 00
0 0
0 2
0 0
4 0
431
446
177174
509
53 49
488
210
273
282
67 0
0 00
0 0
0 0
0 0
0 0
837
490
3354
210
31 25
184
137
221
547
81 -+----+---
-+----+---
.!)
.;
➔
,.
t.
-+---+---
..
'
-+---+---
c.-
Prepared by National Data & Surveying Services
ID: 24-020147-002 Day:

City: Culver City Date:

AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 10 2 1 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 1 0 10
2 454 0 533
0 0 0 0 1 138 0 47
3 0 0 1 TEV 1215 0 1690 0 0 0 0
221 0 621 2 PHF 0.94 0.91
24 0 161 0 0 0.5 0.5 1

AM NOON PM PM NOON AM
PM 0 176 0 126 PM
NOON 0 0 0 0 NOON
AM 0 334 6 37 AM
0 NONE
05:00 PM - 06:00 PM 1
Fox Hills Dr & Hannum Ave
Peak Hour Turning Movement Count
Fox Hills Dr Tuesday
SOUTHBOUND 5/21/2024
4:00 PM - 06:00 PM

PEAK HOURS
07:45 AM - 08:45 AM 19 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
748 0 258
Totals (AM) 301 Total Bikes (AM)
Hannum Ave

EASTBOUND

WESTBOUND
Hannum Ave
867 0 640

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 71

NORTHBOUND
Fox Hills Dr
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
5 0
2 1
0 1
9 0
0 3
0 0 0
0 7
1 0
0 6
0 3
1 0
1 0
3 00
2 0
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
4 00
2 0
0 0
0 0
0 0
1 454
138161
621
0 10
2 1
126
0 176
0 0
00 0
0 0
0 0
0 0
0 10
533
4724
221
3 0
0 0
37 6
334
-+----+---
-+----+---
.!)
.;
➔
,.
t.
-+---+---
..
'
-+---+---
c.-
Prepared by National Data & Surveying Services
ID: 24-020147-003 Day:

City: Culver City Date:

AM 2 0 4 0 AM
NOON 0 0 0 0 NOON
PM 25 14 12 0 PM

AM NOON PM PM NOON AM

0.5 1 0.5 0 0 2 0 19
3 1354 0 3110
2 0 1 0 2 109 0 43
5 0 6 1 TEV 4800 0 3618 0 0 0 0
955 0 1482 3 PHF 0.97 0.98
303 0 398 1 0 2 2 0

AM NOON PM PM NOON AM
PM 1 165 0 49 PM
NOON 0 0 0 0 NOON
AM 2 295 7 53 AM
0 NONE
04:30 PM - 05:30 PM 8
Bristol Pkwy & Slauson Ave
Peak Hour Turning Movement Count
Bristol Pkwy Tuesday
SOUTHBOUND 5/21/2024
4:00 PM - 06:00 PM

PEAK HOURS
07:45 AM - 08:45 AM 31 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
1543 0 1012
Totals (AM) 522 Total Bikes (AM)
Slauson Ave

EASTBOUND

WESTBOUND
Slauson Ave
3409 0 1545

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 348

NORTHBOUND
Bristol Pkwy
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
0 0
0 1
0 0
0 0
2 0
0 0 0
0 0
0 0
0 1
0 0
0 0
0 0
2 00
1 0
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 00
0 0
0 0
1 0
0 0
2 1354
109398
1482
6 25
14 12
49 0
165
0 0
00 0
0 0
0 0
0 0
0 19
3110
43303
955
5 2
0 4
53 7
295
-+----+---
-+----+---
.!)
.;
➔
,.
t.
-+---+---
..
'
-+---+---
c.-
Prepared by National Data & Surveying Services
ID: 24-020147-004 Day:

City: Culver City Date:

AM 48 166 107 0 AM
NOON 0 0 0 0 NOON
PM 76 241 244 0 PM

AM NOON PM PM NOON AM
0 2 2 0 1 89 0 32
2 292 0 270
0 0 0 0 1 87 0 40
4 0 14 1 TEV 1565 0 2196 0 0 0 2
168 0 506 2 PHF 0.94 0.90
113 0 265 0 0 1 2 0

AM NOON PM PM NOON AM
PM 0 127 127 128 PM
NOON 0 0 0 0 NOON
AM 0 213 310 92 AM
0 NONE
04:45 PM - 05:45 PM 230
Bristol Pkwy & Hannum Ave
Peak Hour Turning Movement Count
Bristol Pkwy Tuesday
SOUTHBOUND 5/21/2024
4:00 PM - 06:00 PM

PEAK HOURS
08:00 AM - 09:00 AM 346 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
878 0 369
Totals (AM) 593 Total Bikes (AM)
Hannum Ave

EASTBOUND

WESTBOUND
Hannum Ave
531 0 495

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 319

NORTHBOUND
Bristol Pkwy
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
1 0
0 0
0 2
6 0
5 2
0 1 1
0 6
2 0
1 2
0 3
2 0
9 0
2 00
2 0
0 0
0 0
0 1
0 0
00 0
0 0
0 0
0 0
0 0
3 01
1 0
0 0
0 0
0 0
89 292
87265
506
14 76
241
244
128
127
127
0 0
00 0
0 0
0 0
0 0
0 32
270
40113
168
4 48
166
107
92 310
213
-+----+---
-+----+---
.!)
.;
➔
,.
t.
-+---+---
..
'
-+---+---
c.-
Prepared by National Data & Surveying Services
ID: 24-020147-005 Day:

City: Culver City Date:

AM 0 251 37 0 AM
NOON 0 0 0 0 NOON
PM 0 592 6 0 PM

AM NOON PM PM NOON AM
0 2 0 0 0 38 0 8
1 0 0 0
0 0 0 0 0 58 0 15
0 0 0 0 TEV 974 0 998 0 0 0 0
0 0 0 0 PHF 0.97 0.88
0 0 0 0 0 0 2 0

AM NOON PM PM NOON AM
PM 0 0 288 16 PM
NOON 0 0 0 0 NOON
AM 0 0 619 44 AM
0 NONE
04:45 PM - 05:45 PM 326
Bristol Pkwy & Uplander Way
Peak Hour Turning Movement Count
Bristol Pkwy Tuesday
SOUTHBOUND 5/21/2024
4:00 PM - 06:00 PM

PEAK HOURS
08:00 AM - 09:00 AM 627 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
22 0 81
Totals (AM) 650 Total Bikes (AM)
Uplander Way

EASTBOUND

WESTBOUND
Uplander Way
0 0 0

CONTROL
1-Way Stop(WB)
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 266

NORTHBOUND
Bristol Pkwy
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
0 0
0 0
0 0
0 0
0 0
0 0 3
0 8
2 0
4 0
0 1
2 0
0 0
0 00
0 0
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 00
0 0
0 0
0 0
0 0
38 0
580
0 0
0 592
6 16
288
0 0
0 00
0 0
0 0
0 0
0 0
8 0
150
0 0
0 251
37 44
619
0 -+----+---
-+----+---
.!)
.;
➔
,.
t.
-+---+---
..
'
-+---+---
c.-
Prepared by National Data & Surveying Services
ID: 24-020147-006 Day:

City: Culver City Date:

AM 36 57 73 0 AM
NOON 0 0 0 0 NOON
PM 67 407 236 0 PM

AM NOON PM PM NOON AM
0 2 1 0 0 74 0 258
2 183 0 379
0 0 0 0 1 34 0 15
61 0 60 1 TEV 1635 0 1695 0 0 0 0
79 0 267 2 PHF 0.94 0.94
23 0 128 0 0 1 2 0

AM NOON PM PM NOON AM
PM 0 75 127 37 PM
NOON 0 0 0 0 NOON
AM 0 178 439 37 AM
0 NONE
04:30 PM - 05:30 PM 261
Bristol Pkwy & Green Valley Cir
Peak Hour Turning Movement Count
Bristol Pkwy Tuesday
SOUTHBOUND 5/21/2024
4:00 PM - 06:00 PM

PEAK HOURS
07:45 AM - 08:45 AM 758 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
540 0 189
Totals (AM) 569 Total Bikes (AM)
Green Valley Cir

EASTBOUND

WESTBOUND
Green Valley Cir
593 0 325

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 95

NORTHBOUND
Bristol Pkwy
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
7 0
3 4
0 5
8 0
4 5
0 2 3
0 6
9 0
2 7
0 7
10 0
4 0
1 00
1 0
0 0
0 1
0 1
0 0
00 0
0 0
0 0
0 0
0 0
0 10
0 0
0 0
0 0
0 0
74 183
34128
267
60 67
407
236
37 127
75 0
0 00
0 0
0 0
0 0
0 0
258
379
1523
79 61
36 57
73 37
439
178
-+----+---
-+----+---
.!)
.;
➔
,.
t.
-+---+---
..
'
-+---+---
c.-
Prepared by National Data & Surveying Services
ID: 24-020147-007 Day:

City: Culver City Date:

AM 2 0 6 0 AM
NOON 0 0 0 0 NOON
PM 60 0 24 0 PM

AM NOON PM PM NOON AM
1 0.5 0.5 0 1 6 0 22
2 213 0 394
0 0 3 0 1 11 0 47
22 0 10 1 TEV 686 0 1274 0 0 0 2
152 0 839 2 PHF 0.89 0.88
23 0 27 0 0 0 2 0

AM NOON PM PM NOON AM
PM 0 34 0 47 PM
NOON 0 0 0 0 NOON
AM 0 8 0 8 AM
0 NONE
04:30 PM - 05:30 PM 16
Uplander Way & Hannum Ave
Peak Hour Turning Movement Count
Uplander Way Tuesday
SOUTHBOUND 5/21/2024
4:00 PM - 06:00 PM

PEAK HOURS
07:45 AM - 08:45 AM 44 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
910 0 168
Totals (AM) 38 Total Bikes (AM)
Hannum Ave

EASTBOUND

WESTBOUND
Hannum Ave
404 0 310

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 70

NORTHBOUND
Uplander Way
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
8 0
4 1
0 9
11 0
8 2
0 3 2
0 1
5 0
0 1
0 5
5 0
3 0
1 00
1 0
1 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
2 00
0 0
0 0
0 0
0 0
6 213
1127
839
10 60
0 24
47 0
34 0
0 00
0 0
0 0
0 0
0 0
22 394
4723
152
22 2
0 6
8 0
8 -+----+---
-+----+---
.!)
.;
➔
,.
t.
-+---+---
..
'
-+---+---
c.-
Prepared by National Data & Surveying Services
ID: 24-020147-008 Day:

City: Culver City Date:

AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 3 2 3 0 PM

AM NOON PM PM NOON AM
0 2 0 0 0 0 0 7
2 111 0 252
0 0 0 0 1 95 0 45
3 0 0 1 TEV 786 0 1286 0 0 0 0
79 0 681 2 PHF 0.90 0.94
77 0 229 0 0 1 1 1

AM NOON PM PM NOON AM
PM 1 73 0 88 PM
NOON 0 0 0 0 NOON
AM 0 230 3 90 AM
0 NONE
04:30 PM - 05:30 PM 0
Buckingham Pkwy & Hannum Ave/Buckingham Pkwy
Peak Hour Turning Movement Count
Buckingham Pkwy Tuesday
SOUTHBOUND 5/21/2024
4:00 PM - 06:00 PM

PEAK HOURS
07:45 AM - 08:45 AM 13 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
772 0 169
Totals (AM) 327 Total Bikes (AM)
Hannum Ave/Buckingham Pkwy

EASTBOUND

WESTBOUND
Hannum Ave/Buckingham Pkwy
482 0 187

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 122

NORTHBOUND
Buckingham Pkwy
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
7 0
2 6
0 7
17 0
4 1
0 5 0
0 5
10 0
1 0
0 4
4 0
3 0
1 00
1 0
0 1
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
3 00
0 0
0 0
0 0
0 1
0 111
95229
681
0 3
2 3
88 0
73 0
0 00
0 0
0 0
0 0
0 0
7 252
4577
79 3
0 0
0 90
3 230
-+----+---
-+----+---
.!)
.;
➔
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..
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c.-
Prepared by National Data & Surveying Services
ID: 24-020147-009 Day:

City: Culver City Date:

AM 13 4 17 0 AM
NOON 0 0 0 0 NOON
PM 51 30 57 0 PM

AM NOON PM PM NOON AM

1.5 0.5 1 0 0 18 0 36
3 1366 0 3130
0 0 0 0 2 162 0 213
63 0 15 2 TEV 4617 0 3957 0 0 0 0
861 0 1498 3 PHF 0.94 0.95
35 0 33 1 0 1 0.5 1.5

AM NOON PM PM NOON AM
PM 0 34 11 682 PM
NOON 0 0 0 0 NOON
AM 0 64 27 154 AM
0 NONE
04:15 PM - 05:15 PM 44
Buckingham Pkwy & Slauson Ave
Peak Hour Turning Movement Count
Buckingham Pkwy Tuesday
SOUTHBOUND 5/21/2024
4:00 PM - 06:00 PM

PEAK HOURS
07:45 AM - 08:45 AM 126 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
2237 0 1032
Totals (AM) 225 Total Bikes (AM)
Slauson Ave

EASTBOUND

WESTBOUND
Slauson Ave
3207 0 1451

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 252

NORTHBOUND
Buckingham Pkwy
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
4 0
0 3
0 4
3 0
2 1
0 2 0
0 2
5 0
1 4
0 2
3 0
0 0
0 01
0 0
0 0
0 1
0 0
0 0
00 0
0 0
0 0
0 0
0 0
1 10
0 0
0 0
0 0
0 0
18 1366
16233
1498
15 51
30 57
682
11 34
0 0
00 0
0 0
0 0
0 0
0 36
3130
21335
861
63 13
4 17
154
27 64
-+----+---
-+----+---
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.;
➔
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..
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c.-
Prepared by National Data & Surveying Services
ID: 24-020147-010 Day:

City: Los Angeles Date:

AM 174 4 16 0 AM
NOON 0 0 0 0 NOON
PM 52 7 17 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 17 0 15
3 1431 0 2855
0 0 1 0 1 13 0 9
44 0 122 1 TEV 4446 0 3774 0 0 0 1
947 0 1785 3 PHF 0.94 0.96
40 0 272 0 0 0 1 0

AM NOON PM PM NOON AM
PM 0 43 10 4 PM
NOON 0 0 0 0 NOON
AM 0 324 14 3 AM
0 NONE
04:00 PM - 05:00 PM 149
Shenandoah Ave & Slauson Ave
Peak Hour Turning Movement Count
Shenandoah Ave Tuesday
SOUTHBOUND 5/21/2024
4:00 PM - 06:00 PM

PEAK HOURS
07:45 AM - 08:45 AM 73 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
1806 0 967
Totals (AM) 292 Total Bikes (AM)
Slauson Ave

EASTBOUND

WESTBOUND
Slauson Ave
3353 0 1527

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 53

NORTHBOUND
Shenandoah Ave
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
0 0
5 2
0 1
0 0
1 0
0 0 0
0 1
3 0
2 0
0 2
1 0
0 0
0 00
0 0
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 00
0 0
0 0
0 0
0 0
17 1431
13272
1785
122
52 7
17 4
10 43
0 0
00 0
0 0
0 0
0 0
0 15
2855
940
947
44 174
4 16
3 14
324
-+----+---
-+----+---
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.;
➔
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..
'
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c.-
Prepared by National Data & Surveying Services
ID: 24-020147-011 Day:

City: Los Angeles Date:

AM 21 13 91 0 AM
NOON 0 0 0 0 NOON
PM 16 22 133 0 PM

AM NOON PM PM NOON AM
1 1 1 0 0 93 0 74
3 1456 0 2799
0 0 0 0 1 111 0 34
12 0 2 1 TEV 4183 0 3930 0 0 0 0
935 0 1766 3 PHF 0.91 0.96
11 0 6 0 0 1 1 0

AM NOON PM PM NOON AM
PM 0 14 12 299 PM
NOON 0 0 0 0 NOON
AM 0 71 26 96 AM
0 NONE
04:15 PM - 05:15 PM 107
S Corning Ave & Slauson Ave
Peak Hour Turning Movement Count
S Corning Ave Tuesday
SOUTHBOUND 5/21/2024
4:00 PM - 06:00 PM

PEAK HOURS
07:45 AM - 08:45 AM 112 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
2198 0 1122
Totals (AM) 139 Total Bikes (AM)
Slauson Ave

EASTBOUND

WESTBOUND
Slauson Ave
2891 0 1486

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 58

NORTHBOUND
S Corning Ave
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
1 0
6 0
0 3
1 0
0 1
0 1 0
0 0
0 0
0 0
0 0
0 0
1 0
0 00
0 0
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 1
0 00
0 0
0 0
0 0
0 0
93 1456
1116
1766
2 16
22 133
299
12 14
0 0
00 0
0 0
0 0
0 0
0 74
2799
3411
935
12 21
13 91
96 26
71 -+----+---
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.;
➔
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t.
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..
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c.-
Prepared by National Data & Surveying Services
ID: 24-020147-012 Day:

City: Los Angeles Date:

AM 933 1 45 0 AM
NOON 0 0 0 0 NOON
PM 731 34 238 0 PM

AM NOON PM PM NOON AM

1.5 0.5 1 0 0 0 0 0
3 929 0 1972
0 0 0 0 1 115 0 74
0 0 0 0 TEV 4180 0 4257 0 0 0 0
1077 0 2154 5 PHF 0.92 0.97
78 0 56 0 0 0 0 0

AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM
0 NONE
04:15 PM - 05:15 PM 0
La Cienega Blvd SB Ramps & Slauson Ave
Peak Hour Turning Movement Count
La Cienega Blvd SB Ramps Tuesday
SOUTHBOUND 5/21/2024
4:00 PM - 06:00 PM

PEAK HOURS
08:00 AM - 09:00 AM 0 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
2392 0 1122
Totals (AM) 205 Total Bikes (AM)
Slauson Ave

EASTBOUND

WESTBOUND
Slauson Ave
2905 0 1660

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 153

NORTHBOUND
La Cienega Blvd SB Ramps
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
0 0
0 1
0 0
1 0
1 1
0 4 0
0 0
0 0
0 2
0 1
1 0
3 0
0 00
0 0
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 00
0 0
0 0
0 0
0 0
0 929
11556
2154
0 731
34 238
0 0
0 0
0 00
0 0
0 0
0 0
0 0
0 1972
7478
1077
0 933
1 45
0 0
0 -+----+---
-+----+---
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.;
➔
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t.
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..
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c.-
Prepared by National Data & Surveying Services
ID: 24-020147-013 Day:

City: Los Angeles Date:

AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 0 0 0 PM

AM NOON PM PM NOON AM

1.5 0.5 1 0 0 60 0 44
3 949 0 1630
0 0 0 0 1 0 0 0
204 0 474 0 TEV 3347 0 3683 0 0 0 0
913 0 1921 4 PHF 0.90 0.97
0 0 0 0 0 0 0 0

AM NOON PM PM NOON AM
PM 0 95 5 179 PM
NOON 0 0 0 0 NOON
AM 0 426 2 128 AM
0 NONE
04:15 PM - 05:15 PM 539
La Cienega Blvd NB Ramps & Slauson Ave
Peak Hour Turning Movement Count
La Cienega Blvd NB Ramps Tuesday
SOUTHBOUND 5/21/2024
4:00 PM - 06:00 PM

PEAK HOURS
08:00 AM - 09:00 AM 250 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
2100 0 1041
Totals (AM) 0 Total Bikes (AM)
Slauson Ave

EASTBOUND

WESTBOUND
Slauson Ave
2056 0 1044

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 0

NORTHBOUND
La Cienega Blvd NB Ramps
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
0 0
0 0
0 0
2 0
2 2
0 4 1
0 1
0 0
2 1
0 1
1 0
3 0
0 00
0 0
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 00
0 0
0 0
0 0
0 0
60 949
00 1921
474
0 0
0 179
5 95
0 0
00 0
0 0
0 0
0 0
0 44
1630
00 913
204
0 0
0 128
2 426
-+----+---
-+----+---
.!)
.;
➔
,.
t.
-+---+---
..
'
-+---+---
c.-
Day: Tuesday City: Culver City
Date: Project #: CA24_020148_001
NB SB EB WB Total
0 0 4,296 4,091 8,387

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 9 5 14 12:00 48 50 98 00:00 01:00 25 14 39
0:15 8 3 11 12:15 52 55 107 01:00 02:00 13 8 21
0:30 7 3 10 12:30 57 69 126 02:00 03:00 9 8 17
0:45 1 3 4 12:45 44 42 86 03:00 04:00 5 9 14
1:00 4 1 5 13:00 53 54 107 04:00 05:00 13 14 27
1:15 3 1 4 13:15 62 37 99 05:00 06:00 30 42 72
1:30 4 2 6 13:30 51 45 96 06:00 07:00 50 149 199
1:45 2 4 6 13:45 58 58 116 07:00 08:00 97 510 607
2:00 4 3 7 14:00 69 42 111 08:00 09:00 177 582 759
2:15 1 2 3 14:15 64 52 116 09:00 10:00 177 294 471
2:30 2 1 3 14:30 75 75 150 10:00 11:00 161 225 386
2:45 2 2 4 14:45 69 70 139 11:00 12:00 194 234 428
3:00 1 1 2 15:00 83 43 126 12:00 13:00 201 216 417
3:15 1 2 3 15:15 81 58 139 13:00 14:00 224 194 418
3:30 2 4 6 15:30 96 48 144 14:00 15:00 277 239 516
3:45 1 2 3 15:45 97 62 159 15:00 16:00 357 211 568
4:00 1 1 2 16:00 114 38 152 16:00 17:00 478 245 723
4:15 5 4 9 16:15 102 63 165 17:00 18:00 538 249 787
4:30 5 3 8 16:30 126 61 187 18:00 19:00 438 249 687
4:45 2 6 8 16:45 136 83 219 19:00 20:00 303 169 472
5:00 1 2 3 17:00 119 65 184 20:00 21:00 221 119 340
5:15 11 10 21 17:15 141 62 203 21:00 22:00 166 53 219
5:30 6 15 21 17:30 130 58 188 22:00 23:00 83 36 119
5:45 12 15 27 17:45 148 64 212 23:00 00:00 59 22 81
6:00 10 20 30 18:00 130 58 188
6:15 11 34 45 18:15 113 74 187 NB SB EB WB TOTAL
6:30 15 39 54 18:30 131 67 198 00:00 to 12:00
6:45 14 56 70 18:45 64 50 114 951 2089 3040
7:00 25 84 109 19:00 82 54 136 8:30 7:45 7:45
7:15 20 121 141 19:15 76 37 113 201 630 786
7:30 24 141 165 19:30 71 39 110 0.798 0.943 0.931
7:45 28 164 192 19:45 74 39 113
8:00 34 151 185 20:00 69 34 103 12:00 to 00:00
8:15 31 167 198 20:15 46 34 80 3345 2002 5347
8:30 63 148 211 20:30 59 27 86 17:15 16:15 16:45
8:45 49 116 165 20:45 47 24 71 549 272 794
9:00 39 85 124 21:00 46 12 58 0.927 0.819 0.906
9:15 50 75 125 21:15 39 17 56
9:30 39 69 108 21:30 42 12 54 07:00 to 09:00
9:45 49 65 114 21:45 39 12 51 274 1092 1366
10:00 43 58 101 22:00 35 11 46 8:00 7:45 7:45
10:15 42 61 103 22:15 22 10 32 177 630 786
10:30 34 58 92 22:30 15 3 18 0.702 0.943 0.931
10:45 42 48 90 22:45 11 12 23
11:00 41 63 104 23:00 16 6 22 16:00 to 18:00
11:15 42 48 90 23:15 12 7 19 1016 494 1510
11:30 35 66 101 23:30 20 4 24 17:00 16:15 16:45
11:45 76 57 133 23:45 11 5 16 538 272 794
TOTALS 0 0 951 2089 3040 TOTALS 0 0 3345 2002 5347 0.909 0.819 0.906 SPLIT % 0% 0% 31% 69% 36% SPLIT % 0% 0% 63% 37% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
Green Valley Cir Bet Bristol Pkwy & Centinela Ave
5/21/2024

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Day: Thursday City: Culver City
Date: Project #: CA24_020148_001
NB SB EB WB Total
0 0 4,675 4,202 8,877

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 6 4 10 12:00 65 49 114 00:00 01:00 16 16 32
0:15 3 6 9 12:15 84 52 136 01:00 02:00 11 9 20
0:30 4 1 5 12:30 49 59 108 02:00 03:00 12 9 21
0:45 3 5 8 12:45 59 57 116 03:00 04:00 5 5 10
1:00 5 4 9 13:00 59 65 124 04:00 05:00 18 10 28
1:15 1 3 4 13:15 76 62 138 05:00 06:00 23 35 58
1:30 2 0 2 13:30 66 54 120 06:00 07:00 65 167 232
1:45 3 2 5 13:45 59 43 102 07:00 08:00 101 586 687
2:00 2 2 4 14:00 61 51 112 08:00 09:00 210 633 843
2:15 3 1 4 14:15 68 53 121 09:00 10:00 191 349 540
2:30 5 4 9 14:30 69 57 126 10:00 11:00 163 224 387
2:45 2 2 4 14:45 93 62 155 11:00 12:00 242 234 476
3:00 1 2 3 15:00 70 54 124 12:00 13:00 257 217 474
3:15 0 1 1 15:15 93 53 146 13:00 14:00 260 224 484
3:30 2 0 2 15:30 106 37 143 14:00 15:00 291 223 514
3:45 2 2 4 15:45 104 50 154 15:00 16:00 373 194 567
4:00 2 1 3 16:00 113 57 170 16:00 17:00 517 239 756
4:15 3 5 8 16:15 128 62 190 17:00 18:00 576 189 765
4:30 2 2 4 16:30 139 54 193 18:00 19:00 498 200 698
4:45 11 2 13 16:45 137 66 203 19:00 20:00 294 161 455
5:00 3 8 11 17:00 143 56 199 20:00 21:00 244 119 363
5:15 8 6 14 17:15 133 45 178 21:00 22:00 167 89 256
5:30 7 8 15 17:30 128 41 169 22:00 23:00 95 44 139
5:45 5 13 18 17:45 172 47 219 23:00 00:00 46 26 72
6:00 13 20 33 18:00 156 55 211
6:15 12 26 38 18:15 133 58 191 NB SB EB WB TOTAL
6:30 19 40 59 18:30 116 44 160 00:00 to 12:00
6:45 21 81 102 18:45 93 43 136 1057 2277 3334
7:00 19 107 126 19:00 90 48 138 11:00 7:30 7:45
7:15 33 144 177 19:15 70 51 121 242 701 875
7:30 24 150 174 19:30 69 28 97 0.829 0.913 0.911
7:45 25 185 210 19:45 65 34 99
8:00 48 192 240 20:00 63 33 96 12:00 to 00:00
8:15 55 174 229 20:15 63 26 89 3618 1925 5543
8:30 53 143 196 20:30 59 34 93 17:15 12:30 17:30
8:45 54 124 178 20:45 59 26 85 589 243 790
9:00 64 105 169 21:00 58 27 85 0.856 0.935 0.902
9:15 39 96 135 21:15 39 27 66
9:30 38 82 120 21:30 33 18 51 07:00 to 09:00
9:45 50 66 116 21:45 37 17 54 311 1219 1530
10:00 40 70 110 22:00 33 20 53 8:00 7:30 7:45
10:15 33 51 84 22:15 25 10 35 210 701 875
10:30 42 52 94 22:30 22 9 31 0.955 0.913 0.911
10:45 48 51 99 22:45 15 5 20
11:00 62 44 106 23:00 15 8 23 16:00 to 18:00
11:15 49 61 110 23:15 11 7 18 1093 428 1521
11:30 73 65 138 23:30 10 6 16 17:00 16:00 16:15
11:45 58 64 122 23:45 10 5 15 576 239 785
TOTALS 0 0 1057 2277 3334 TOTALS 0 0 3618 1925 5543 0.837 0.905 0.967 SPLIT % 0% 0% 32% 68% 38% SPLIT % 0% 0% 65% 35% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Green Valley Cir Bet Bristol Pkwy & Centinela Ave
5/30/2024

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Day: Wednesday City: Culver City
Date: Project #: CA24_020148_001
NB SB EB WB Total
0 0 4,401 4,361 8,762

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 3 7 10 12:00 46 81 127 00:00 01:00 18 12 30
0:15 3 4 7 12:15 53 40 93 01:00 02:00 6 3 9
0:30 8 0 8 12:30 49 66 115 02:00 03:00 7 2 9
0:45 4 1 5 12:45 49 68 117 03:00 04:00 8 5 13
1:00 1 0 1 13:00 59 53 112 04:00 05:00 9 13 22
1:15 1 0 1 13:15 62 66 128 05:00 06:00 20 37 57
1:30 2 1 3 13:30 60 63 123 06:00 07:00 50 153 203
1:45 2 2 4 13:45 66 64 130 07:00 08:00 80 619 699
2:00 1 2 3 14:00 88 63 151 08:00 09:00 168 670 838
2:15 4 0 4 14:15 74 60 134 09:00 10:00 146 306 452
2:30 0 0 0 14:30 70 58 128 10:00 11:00 160 232 392
2:45 2 0 2 14:45 78 72 150 11:00 12:00 207 203 410
3:00 2 2 4 15:00 77 45 122 12:00 13:00 197 255 452
3:15 3 1 4 15:15 86 40 126 13:00 14:00 247 246 493
3:30 1 2 3 15:30 108 67 175 14:00 15:00 310 253 563
3:45 2 0 2 15:45 107 52 159 15:00 16:00 378 204 582
4:00 1 2 3 16:00 98 60 158 16:00 17:00 470 227 697
4:15 2 3 5 16:15 109 47 156 17:00 18:00 600 241 841
4:30 1 1 2 16:30 128 56 184 18:00 19:00 456 241 697
4:45 5 7 12 16:45 135 64 199 19:00 20:00 296 174 470
5:00 1 6 7 17:00 164 69 233 20:00 21:00 236 147 383
5:15 7 15 22 17:15 136 58 194 21:00 22:00 188 66 254
5:30 7 3 10 17:30 147 61 208 22:00 23:00 88 31 119
5:45 5 13 18 17:45 153 53 206 23:00 00:00 56 21 77
6:00 7 21 28 18:00 132 50 182
6:15 13 23 36 18:15 125 63 188 NB SB EB WB TOTAL
6:30 16 44 60 18:30 115 89 204 00:00 to 12:00
6:45 14 65 79 18:45 84 39 123 879 2255 3134
7:00 21 95 116 19:00 66 61 127 11:00 7:30 7:30
7:15 15 123 138 19:15 71 32 103 207 771 883
7:30 19 196 215 19:30 77 40 117 0.976 0.940 0.947
7:45 25 205 230 19:45 82 41 123
8:00 36 197 233 20:00 70 46 116 12:00 to 00:00
8:15 32 173 205 20:15 59 48 107 3522 2106 5628
8:30 52 144 196 20:30 61 26 87 17:00 13:15 17:00
8:45 48 156 204 20:45 46 27 73 600 256 841
9:00 42 116 158 21:00 55 21 76 0.915 0.970 0.902
9:15 32 72 104 21:15 55 16 71
9:30 31 53 84 21:30 47 15 62 07:00 to 09:00
9:45 41 65 106 21:45 31 14 45 248 1289 1537
10:00 44 49 93 22:00 32 9 41 8:00 7:30 7:30
10:15 42 58 100 22:15 15 7 22 168 771 883
10:30 35 61 96 22:30 26 8 34 0.808 0.940 0.947
10:45 39 64 103 22:45 15 7 22
11:00 52 48 100 23:00 25 10 35 16:00 to 18:00
11:15 53 53 106 23:15 13 7 20 1070 468 1538
11:30 50 54 104 23:30 11 2 13 17:00 16:45 17:00
11:45 52 48 100 23:45 7 2 9 600 252 841
TOTALS 0 0 879 2255 3134 TOTALS 0 0 3522 2106 5628 0.915 0.913 0.902 SPLIT % 0% 0% 28% 72% 36% SPLIT % 0% 0% 63% 37% 64%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Green Valley Cir Bet Bristol Pkwy & Centinela Ave
6/5/2024

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period

Appendix D: LOS Worksheets

F EHR ,1 PEERS
HCM 7th Signalized Intersection Summary Existing Conditions AM 1: Hannum Ave & Slauson Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 41 210 54 35 490 837 82 547 221 137 184 25 Future Volume (veh/h) 41 210 54 35 490 837 82 547 221 137 184 25 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 43 219 29 36 510 619 85 570 0 143 192 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 103 2238 288 184 2475 766 510 723 244 428
Arrive On Green 0.06 0.49 0.49 0.05 0.49 0.49 0.16 0.21 0.00 0.07 0.12 0.00 Sat Flow, veh/h 1767 4543 584 3428 5066 1569 3291 3526 1572 3428 3526 1572 Grp Volume(v), veh/h 43 161 87 36 510 619 85 570 0 143 192 0 Grp Sat Flow(s),veh/h/ln1767 1689 1750 1714 1689 1569 1646 1763 1572 1714 1763 1572 Q Serve(g_s), s 3.3 3.6 3.7 1.4 8.0 46.7 3.1 21.5 0.0 5.7 7.1 0.0 Cycle Q Clear(g_c), s 3.3 3.6 3.7 1.4 8.0 46.7 3.1 21.5 0.0 5.7 7.1 0.0 Prop In Lane 1.00 0.33 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 103 1664 862 184 2475 766 510 723 244 428 V/C Ratio(X) 0.42 0.10 0.10 0.20 0.21 0.81 0.17 0.79 0.59 0.45 Avail Cap(c_a), veh/h 188 1664 862 365 2475 766 510 949 360 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.13 0.13 0.13 0.97 0.97 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh63.7 18.9 19.0 63.3 20.4 30.3 51.3 52.8 0.0 63.0 57.2 0.0 Incr Delay (d2), s/veh 1.0 0.1 0.2 0.0 0.0 1.3 0.1 4.9 0.0 0.8 1.6 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.5 1.4 1.5 0.6 3.1 17.4 1.3 9.9 0.0 2.5 3.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 64.7 19.0 19.2 63.4 20.4 31.5 51.4 57.6 0.0 63.9 58.7 0.0 LnGrp LOS E B B E C C D E E E
Approach Vol, veh/h 291 1165 655 335
Approach Delay, s/veh 25.8 27.6 56.8 60.9
Approach LOS C C E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s13.6 75.1 28.0 23.3 14.2 74.5 16.3 35.0 Change Period (Y+Rc), s6.1 6.1 6.3 6.3 6.1 6.1 6.3 6.3
Max Green Setting (Gmax), s14.9 47.9 14.7 37.7 14.9 47.9 14.7 37.7 Max Q Clear Time (g_c+I1), s3.4 5.7 5.1 9.1 5.3 48.7 7.7 23.5 Green Ext Time (p_c), s 0.0 2.9 0.1 2.2 0.0 0.0 0.1 5.3 Intersection Summary
HCM 7th Control Delay, s/veh 39.8
HCM 7th LOS D
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 7th Signalized Intersection Summary Existing Conditions AM 2: Fox Hills Dr/Driveway & Hannum Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 221 24 47 533 10 334 6 37 0 0 0 Future Volume (veh/h) 3 221 24 47 533 10 334 6 37 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 0.97 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 3 235 22 50 567 11 355 6 9 0 0 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 550 1972 183 782 2287 44 384 6 341 0 2 0
Arrive On Green 0.01 0.60 0.60 0.09 1.00 1.00 0.22 0.22 0.22 0.00 0.00 0.00 Sat Flow, veh/h 1696 3260 303 1767 3537 69 1723 29 1530 0 1856 0 Grp Volume(v), veh/h 3 126 131 50 282 296 361 0 9 0 0 0 Grp Sat Flow(s),veh/h/ln1696 1763 1800 1767 1763 1843 1752 0 1530 0 1856 0 Q Serve(g_s), s 0.1 3.7 3.7 1.1 0.0 0.0 24.2 0.0 0.6 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 3.7 3.7 1.1 0.0 0.0 24.2 0.0 0.6 0.0 0.0 0.0 Prop In Lane 1.00 0.17 1.00 0.04 0.98 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 550 1066 1089 782 1140 1192 390 0 341 0 2 0 V/C Ratio(X) 0.01 0.12 0.12 0.06 0.25 0.25 0.92 0.00 0.03 0.00 0.00 0.00 Avail Cap(c_a), veh/h 753 1066 1089 919 1140 1192 418 0 365 0 433 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 0.91 0.91 0.91 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 9.1 10.1 10.1 6.6 0.0 0.0 45.6 0.0 36.5 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.2 0.2 0.0 0.5 0.5 24.6 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 1.4 1.5 0.4 0.1 0.1 13.1 0.0 0.2 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 9.1 10.3 10.3 6.6 0.5 0.5 70.2 0.0 36.5 0.0 0.0 0.0 LnGrp LOS A B B A A A E D
Approach Vol, veh/h 260 628 370 0
Approach Delay, s/veh 10.3 0.9 69.4 0.0
Approach LOS B A E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.7 83.2 0.0 9.7 78.2 32.1
Change Period (Y+Rc), s 4.0 5.6 5.0 4.0 * 5.6 5.4
Max Green Setting (Gmax), s15.0 28.4 28.0 15.0 * 29 28.6 Max Q Clear Time (g_c+I1), s2.1 2.0 0.0 3.1 5.7 26.2
Green Ext Time (p_c), s 0.0 3.5 0.0 0.0 1.4 0.4
Intersection Summary
HCM 7th Control Delay, s/veh 23.0
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. "i tf.

HCM Signalized Intersection Capacity Analysis Existing Conditions AM 3: Bristol Pkwy & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 955 303 43 3110 19 297 7 53 4 0 2 Future Volume (vph) 7 955 303 43 3110 19 297 7 53 4 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 10 10 11 10 10 12 10 10 10 12 12 12
Total Lost time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.88 0.85 0.95
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.97 Satd. Flow (prot) 1636 4700 1493 3173 4700 1568 3173 1444 1390 3222 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.97 Satd. Flow (perm) 1636 4700 1493 3173 4700 1568 3173 1444 1390 3222 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 7 985 312 44 3206 20 306 7 55 4 0 2
RTOR Reduction (vph) 0 0 110 0 0 8 0 22 25 0 6 0
Lane Group Flow (vph) 7 985 202 44 3206 12 306 10 5 0 0 0 Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Perm Split NA pt+ov Split NA Protected Phases 5 2 1 6 4 4 1 4 3 3
Permitted Phases 2 6
Actuated Green, G (s) 2.2 67.4 67.4 5.8 71.0 71.0 15.6 15.6 27.2 6.4 Effective Green, g (s) 2.2 67.4 67.4 5.8 71.0 71.0 15.6 15.6 21.4 6.4 Actuated g/C Ratio 0.02 0.56 0.56 0.05 0.59 0.59 0.13 0.13 0.18 0.05 Clearance Time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 5.8
Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 Lane Grp Cap (vph) 29 2639 838 153 2780 927 412 187 247 171 v/s Ratio Prot 0.00 c0.21 0.01 c0.68 c0.10 0.01 0.00 c0.00 v/s Ratio Perm 0.14 0.01
v/c Ratio 0.24 0.37 0.24 0.29 1.15 0.01 0.74 0.05 0.02 0.00 Uniform Delay, d1 58.1 14.6 13.3 55.1 24.5 10.1 50.3 45.7 40.7 53.8 Progression Factor 1.00 1.00 1.00 0.85 1.55 1.00 0.91 1.58 1.00 1.00 Incremental Delay, d2 1.6 0.4 0.7 0.1 70.4 0.0 5.9 0.0 0.0 0.0 Delay (s) 59.6 15.0 14.0 46.8 108.3 10.1 51.5 72.5 40.7 53.8 Level of Service E B B D F B D E D D
Approach Delay (s/veh) 15.0 106.9 52.4 53.8
Approach LOS B F D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 78.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.00
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 24.8 Intersection Capacity Utilization 85.1% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
t
HCM 7th Signalized Intersection Summary Existing Conditions AM 4: Bristol Pkwy & Hannum Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 168 113 42 270 32 213 310 92 107 166 48 Future Volume (veh/h) 4 168 113 42 270 32 213 310 92 107 166 48 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 4 179 69 45 287 22 227 330 70 114 177 24 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 690 2098 930 725 2098 1020 254 604 126 316 353 47 Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.14 0.21 0.21 0.02 0.04 0.04 Sat Flow, veh/h 1058 3526 1563 1118 3526 1563 1767 2896 606 3428 3118 416 Grp Volume(v), veh/h 4 179 69 45 287 22 227 199 201 114 99 102 Grp Sat Flow(s),veh/h/ln1058 1763 1563 1118 1763 1563 1767 1763 1739 1714 1763 1771 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 15.1 12.1 12.4 3.8 6.6 6.8 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 15.1 12.1 12.4 3.8 6.6 6.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.35 1.00 0.23
Lane Grp Cap(c), veh/h 690 2098 930 725 2098 1020 254 368 363 316 200 201 V/C Ratio(X) 0.01 0.09 0.07 0.06 0.14 0.02 0.89 0.54 0.55 0.36 0.49 0.51 Avail Cap(c_a), veh/h 690 2098 930 725 2098 1020 327 591 583 511 451 453 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 0.97 0.97 0.97 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 50.4 42.4 42.5 54.1 54.4 54.5 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.2 0.1 0.0 18.5 1.2 1.3 0.3 1.8 1.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.0 0.0 0.0 0.0 0.0 7.9 5.3 5.4 1.7 3.1 3.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.0 0.0 0.2 0.1 0.0 69.0 43.6 43.8 54.3 56.2 56.4 LnGrp LOS A A A A A A E D D D E E
Approach Vol, veh/h 252 354 627 315
Approach Delay, s/veh 0.0 0.1 52.8 55.6
Approach LOS A A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s12.1 30.8 77.0 23.1 19.9 77.0
Change Period (Y+Rc), s 5.3 5.8 * 5.6 5.8 6.3 * 5.6
Max Green Setting (Gmax), s13.7 40.2 * 49 22.2 30.7 * 49 Max Q Clear Time (g_c+I1), s5.8 14.4 2.0 17.1 8.8 2.0
Green Ext Time (p_c), s 0.1 2.3 2.2 0.1 1.0 1.4
Intersection Summary
HCM 7th Control Delay, s/veh 32.8
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. _ 'f'i tT+
HCM 7th TWSC Existing Conditions AM
5: Bristol Pkwy & Uplander Way Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 0.8
Movement WBLWBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 15 8 619 44 37 251
Future Vol, veh/h 15 8 619 44 37 251
Conflicting Peds, #/hr0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 30 - - - -
Veh in Median Storage, #0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 15 8 638 45 38 259
Major/Minor Minor1 Major1 Major2
Conflicting Flow All866 342 0 0 684 0
Stage 1 661 - - - - -
Stage 2 206 - - - - -
Critical Hdwy 6.86 6.96 - - 4.16 -
Critical Hdwy Stg 15.86 - - - - -
Critical Hdwy Stg 25.86 - - - - -
Follow-up Hdwy 3.53 3.33 - - 2.23 -
Pot Cap-1 Maneuver290 651 - - 899 -
Stage 1 473 - - - - -
Stage 2 806 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver277 651 - - 899 -
Mov Cap-2 Maneuver277 - - - - -
Stage 1 473 - - - - -
Stage 2 769 - - - - -
Approach WB NB SB
HCM Control Delay, s/v15.92 0 1.46

HCM LOS C
Minor Lane/Major MvmtNBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 277 651 462 -
HCM Lane V/C Ratio - - 0.0560.0130.042 -
HCM Control Delay (s/veh)- - 18.8 10.6 9.2 0.3
HCM Lane LOS - - C B A A
HCM 95th %tile Q(veh) - - 0.2 0 0.1 -
HCM 7th Signalized Intersection Summary Existing Conditions AM 6: Bristol Pkwy & Green Valley Cir Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 61 79 23 15 379 258 178 439 37 73 57 36 Future Volume (veh/h) 61 79 23 15 379 258 178 439 37 73 57 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 65 84 9 16 403 167 189 467 37 78 61 16 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 321 1132 119 566 856 350 692 744 59 337 1221 308 Arrive On Green 0.35 0.35 0.35 0.35 0.35 0.35 0.44 0.44 0.44 0.44 0.44 0.44 Sat Flow, veh/h 832 3214 339 1282 2433 995 1305 1696 134 886 2785 703 Grp Volume(v), veh/h 65 45 48 16 291 279 189 0 504 78 38 39 Grp Sat Flow(s),veh/h/ln 832 1763 1791 1282 1763 1665 1305 0 1830 886 1763 1724 Q Serve(g_s), s 3.5 0.9 0.9 0.4 6.7 6.9 5.1 0.0 11.2 3.9 0.6 0.7 Cycle Q Clear(g_c), s 10.3 0.9 0.9 1.4 6.7 6.9 5.8 0.0 11.2 15.1 0.6 0.7 Prop In Lane 1.00 0.19 1.00 0.60 1.00 0.07 1.00 0.41
Lane Grp Cap(c), veh/h 321 621 630 566 621 586 692 0 803 337 773 756 V/C Ratio(X) 0.20 0.07 0.08 0.03 0.47 0.48 0.27 0.00 0.63 0.23 0.05 0.05 Avail Cap(c_a), veh/h 979 2014 2045 1579 2014 1902 1611 0 2091 960 2014 1970 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh17.3 11.3 11.3 11.8 13.2 13.3 10.1 0.0 11.4 17.3 8.5 8.5 Incr Delay (d2), s/veh 0.7 0.1 0.1 0.0 1.2 1.3 0.5 0.0 1.7 0.7 0.1 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.6 0.3 0.3 0.1 2.4 2.3 1.3 0.0 3.9 0.8 0.2 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 17.9 11.4 11.4 11.8 14.4 14.5 10.6 0.0 13.2 18.0 8.5 8.5 LnGrp LOS B B B B B B B B B A A
Approach Vol, veh/h 158 586 693 155
Approach Delay, s/veh 14.1 14.4 12.5 13.3
Approach LOS B B B B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 28.5 24.0 28.5 24.0
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green Setting (Gmax), s 60.0 60.0 60.0 60.0
Max Q Clear Time (g_c+I1), s 13.2 12.3 17.1 8.9
Green Ext Time (p_c), s 9.5 1.9 1.8 8.3
Intersection Summary
HCM 7th Control Delay, s/veh 13.4
HCM 7th LOS B
HCM 7th Signalized Intersection Summary Existing Conditions AM 7: Uplander Way & Hannum Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)22 152 23 49 394 22 8 0 8 6 0 2
Future Volume (veh/h)22 152 23 49 394 22 8 0 8 6 0 2
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 0.99 0.99 0.99 0.97 0.96 0.97 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h25 171 19 55 443 19 9 0 1 7 5 -4
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 778 2470 1093 953 2529 1119 212 0 168 135 85 174 Arrive On Green 0.03 0.70 0.70 0.10 1.00 1.00 0.11 0.00 0.11 0.11 0.11 0.00 Sat Flow, veh/h 1767 3526 1560 1767 3526 1560 1375 0 1517 795 768 1572 Grp Volume(v), veh/h25 171 19 55 443 19 9 0 1 12 0 -4
Grp Sat Flow(s),veh/h/ln1767 1763 1560 1767 1763 1560 1375 0 1517 1563 0 1572 Q Serve(g_s), s 0.4 1.8 0.4 0.9 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s0.4 1.8 0.4 0.9 0.0 0.0 0.6 0.0 0.1 0.7 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 0.58 1.00
Lane Grp Cap(c), veh/h778 2470 1093 953 2529 1119 212 0 168 220 0 174 V/C Ratio(X) 0.03 0.07 0.02 0.06 0.18 0.02 0.04 0.00 0.01 0.05 0.00 -0.02 Avail Cap(c_a), veh/h918 2470 1093 1079 2529 1119 394 0 372 426 0 385 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.88 0.88 0.88 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh3.8 5.7 5.4 3.7 0.0 0.0 47.7 0.0 47.5 47.8 0.0 0.0 Incr Delay (d2), s/veh0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 0.6 0.1 0.3 0.0 0.0 0.2 0.0 0.0 0.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh3.8 5.7 5.5 3.7 0.1 0.0 47.8 0.0 47.5 47.8 0.0 0.0 LnGrp LOS A A A A A A D D D
Approach Vol, veh/h 215 517 10 8
Approach Delay, s/veh 5.5 0.5 47.7 71.7
Approach LOS A A D E
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.5 91.7 18.9 11.5 89.7 18.9
Change Period (Y+Rc), s5.5 5.6 5.6 5.6 * 5.6 5.6
Max Green Setting (Gmax), s13.5 60.4 29.4 14.4 * 60 29.4 Max Q Clear Time (g_c+I1), s2.4 2.0 2.6 2.9 3.8 2.7
Green Ext Time (p_c), s0.0 3.3 0.0 0.0 1.2 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 3.3
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement. * HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Existing Conditions AM 8: Buckingham Pkwy & Hannum Ave & Driveway Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 79 77 45 252 7 230 3 90 0 0 0
Future Volume (veh/h) 3 79 77 45 252 7 230 3 90 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.98 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 3 88 49 50 280 7 256 3 29 0 0 0
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 10 2236 990 916 2376 59 373 334 353 60 334 0 Arrive On Green 0.01 0.63 0.63 0.09 1.00 1.00 0.18 0.18 0.18 0.00 0.00 0.00 Sat Flow, veh/h 1767 3526 1561 1767 3514 88 1741 1856 1549 1366 1856 0 Grp Volume(v), veh/h 3 88 49 50 140 147 256 3 29 0 0 0
Grp Sat Flow(s),veh/h/ln1767 1763 1561 1767 1763 1839 1741 1856 1549 1366 1856 0 Q Serve(g_s), s 0.2 1.1 1.4 1.0 0.0 0.0 17.0 0.2 1.8 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.2 1.1 1.4 1.0 0.0 0.0 17.0 0.2 1.8 0.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.05 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 10 2236 990 916 1192 1243 373 334 353 60 334 0 V/C Ratio(X) 0.31 0.04 0.05 0.05 0.12 0.12 0.69 0.01 0.08 0.00 0.00 0.00 Avail Cap(c_a), veh/h 202 2236 990 1034 1192 1243 527 498 490 181 498 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.98 0.98 0.98 1.00 1.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 59.4 8.2 8.3 5.5 0.0 0.0 47.3 40.4 36.5 0.0 0.0 0.0 Incr Delay (d2), s/veh 6.4 0.0 0.1 0.0 0.2 0.2 0.8 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 0.4 0.5 0.3 0.1 0.1 7.4 0.1 0.7 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 65.8 8.3 8.4 5.5 0.2 0.2 48.1 40.4 36.5 0.0 0.0 0.0 LnGrp LOS E A A A A A D D D
Approach Vol, veh/h 140 337 288 0
Approach Delay, s/veh 9.5 1.0 46.9 0.0
Approach LOS A A D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s6.0 86.6 27.4 11.0 81.6 27.4
Change Period (Y+Rc), s 5.3 5.5 5.8 5.3 5.5 5.8
Max Green Setting (Gmax), s13.7 57.5 32.2 13.7 57.5 32.2 Max Q Clear Time (g_c+I1), s2.2 2.0 19.0 3.0 3.4 0.0
Green Ext Time (p_c), s 0.0 1.7 0.3 0.0 0.7 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 19.8
HCM 7th LOS B
" t .,, " T+
HCM 7th Signalized Intersection Summary Existing Conditions AM 9: Buckingham Pkwy & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)63 861 35 213 3130 36 64 27 154 17 4 13 Future Volume (veh/h)63 861 35 213 3130 36 64 27 154 17 4 13 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h67 916 24 227 3330 37 68 47 41 18 4 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 310 3448 1068 1100 3548 39 208 201 261 168 201 169 Arrive On Green 0.10 1.00 1.00 0.06 0.69 0.69 0.04 0.04 0.04 0.11 0.11 0.11 Sat Flow, veh/h 3428 5066 1570 3428 5165 57 1384 1856 1555 1287 1856 1555 Grp Volume(v), veh/h67 916 24 227 2173 1194 68 47 41 18 4 2 Grp Sat Flow(s),veh/h/ln1714 1689 1570 1714 1689 1845 1384 1856 1555 1287 1856 1555 Q Serve(g_s), s 0.6 0.0 0.0 2.2 67.8 68.9 5.8 3.0 2.9 1.6 0.2 0.1 Cycle Q Clear(g_c), s0.6 0.0 0.0 2.2 67.8 68.9 6.0 3.0 2.9 4.5 0.2 0.1 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h310 3448 1068 1100 2319 1267 208 201 261 168 201 169 V/C Ratio(X) 0.22 0.27 0.02 0.21 0.94 0.94 0.33 0.23 0.16 0.11 0.02 0.01 Avail Cap(c_a), veh/h580 3448 1068 1349 2319 1267 450 527 534 394 527 442 HCM Platoon Ratio2.00 2.00 2.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 0.95 0.95 0.95 0.09 0.09 0.09 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh29.2 0.0 0.0 4.4 16.5 16.7 54.6 53.0 46.3 51.1 47.8 47.7 Incr Delay (d2), s/veh0.1 0.2 0.0 0.0 1.0 1.9 0.3 0.2 0.1 0.1 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.6 0.1 0.0 0.6 21.3 23.9 2.1 1.4 1.1 0.5 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh29.3 0.2 0.0 4.4 17.5 18.6 54.9 53.2 46.4 51.2 47.8 47.7 LnGrp LOS C A A A B B D D D D D D
Approach Vol, veh/h 1007 3594 156 24
Approach Delay, s/veh 2.1 17.0 52.2 50.3
Approach LOS A B D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.3 87.8 18.9 12.5 88.5 18.9
Change Period (Y+Rc), s6.3 6.1 5.9 6.3 6.1 5.9
Max Green Setting (Gmax), s15.7 51.9 34.1 15.7 51.9 34.1 Max Q Clear Time (g_c+I1), s4.2 2.0 8.0 2.6 70.9 6.5
Green Ext Time (p_c), s0.3 15.0 0.3 0.1 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh15.2
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary Existing Conditions AM 10: Shenandoah Ave & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)44 947 40 10 2855 15 324 14 3 16 4 174 Future Volume (veh/h)44 947 40 10 2855 15 324 14 3 16 4 174 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h47 1007 38 11 3037 16 345 15 1 17 4 45 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 117 1849 70 445 2972 16 402 456 384 116 43 259 Arrive On Green 0.02 0.12 0.12 0.25 0.57 0.57 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 1767 5009 189 1767 5200 27 1337 1856 1561 317 175 1054 Grp Volume(v), veh/h47 679 366 11 1970 1083 345 15 1 66 0 0 Grp Sat Flow(s),veh/h/ln1767 1689 1821 1767 1689 1851 1337 1856 1561 1546 0 0 Q Serve(g_s), s 3.1 22.7 22.7 0.6 68.6 68.6 25.7 0.7 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s3.1 22.7 22.7 0.6 68.6 68.6 29.5 0.7 0.1 3.8 0.0 0.0 Prop In Lane 1.00 0.10 1.00 0.01 1.00 1.00 0.26 0.68
Lane Grp Cap(c), veh/h117 1247 672 445 1930 1058 402 456 384 418 0 0 V/C Ratio(X) 0.40 0.54 0.55 0.02 1.02 1.02 0.86 0.03 0.00 0.16 0.00 0.00 Avail Cap(c_a), veh/h177 1801 971 445 1930 1058 402 456 384 418 0 0 HCM Platoon Ratio0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.97 0.97 0.97 0.22 0.22 0.22 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh56.4 43.2 43.2 33.8 25.7 25.7 44.9 34.4 34.1 35.6 0.0 0.0 Incr Delay (d2), s/veh0.8 0.8 1.4 0.0 15.5 19.5 16.7 0.0 0.0 0.8 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.4 10.3 11.3 0.2 28.3 32.2 12.2 0.3 0.0 1.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh57.2 44.0 44.6 33.8 41.2 45.2 61.6 34.4 34.2 36.4 0.0 0.0 LnGrp LOS E D D C F F E C C D
Approach Vol, veh/h 1092 3064 361 66
Approach Delay, s/veh 44.8 42.6 60.4 36.4
Approach LOS D D E D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s11.4 74.1 34.5 35.7 49.8 34.5
Change Period (Y+Rc), s3.5 5.5 5.0 5.5 * 5.5 5.0
Max Green Setting (Gmax), s12.0 64.5 29.5 12.5 * 64 29.5 Max Q Clear Time (g_c+I1), s5.1 70.6 31.5 2.6 24.7 5.8
Green Ext Time (p_c), s0.0 0.0 0.0 0.0 15.5 0.3
Intersection Summary
HCM 7th Control Delay, s/veh44.4
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Existing Conditions AM 11: Corning Ave & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)12 935 11 34 2799 74 71 26 96 91 13 21 Future Volume (veh/h)12 935 11 34 2799 74 71 26 96 91 13 21 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.96 0.96 0.98 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h13 1027 11 37 3076 79 78 29 10 100 14 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 52 3364 36 104 3458 88 160 139 113 255 314 262 Arrive On Green 0.03 0.65 0.65 0.12 1.00 1.00 0.07 0.07 0.07 0.07 0.17 0.17 Sat Flow, veh/h 1767 5167 55 1767 5080 129 1334 1856 1516 1767 1856 1547 Grp Volume(v), veh/h13 671 367 37 2036 1119 78 29 10 100 14 5 Grp Sat Flow(s),veh/h/ln1767 1689 1846 1767 1689 1832 1334 1856 1516 1767 1856 1547 Q Serve(g_s), s 0.9 10.4 10.4 2.3 0.0 0.0 6.9 1.8 0.7 6.1 0.8 0.3 Cycle Q Clear(g_c), s0.9 10.4 10.4 2.3 0.0 0.0 6.9 1.8 0.7 6.1 0.8 0.3 Prop In Lane 1.00 0.03 1.00 0.07 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h52 2199 1202 104 2299 1247 160 139 113 255 314 262 V/C Ratio(X) 0.25 0.31 0.31 0.35 0.89 0.90 0.49 0.21 0.09 0.39 0.04 0.02 Avail Cap(c_a), veh/h177 2199 1202 221 2299 1247 232 240 196 294 456 380 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.69 0.69 0.69 0.55 0.55 0.55 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh57.0 9.1 9.1 50.8 0.0 0.0 54.6 52.2 51.7 45.3 41.7 41.6 Incr Delay (d2), s/veh0.6 0.2 0.5 0.4 3.1 6.1 2.3 0.7 0.3 0.7 0.1 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 3.4 3.9 1.0 1.0 2.1 2.4 0.9 0.3 2.7 0.4 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh57.6 9.4 9.6 51.2 3.1 6.1 56.9 52.9 52.0 46.0 41.8 41.6 LnGrp LOS E A A D A A E D D D D D
Approach Vol, veh/h 1051 3192 117 119
Approach Delay, s/veh 10.0 4.7 55.5 45.4
Approach LOS B A E D
Timer - Assigned Phs1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.5 87.2 25.3 11.1 83.6 11.3 14.0 Change Period (Y+Rc), s4.0 5.5 5.0 4.0 5.5 3.5 5.0
Max Green Setting (Gmax), s12.0 64.0 29.5 15.0 61.0 10.5 15.5 Max Q Clear Time (g_c+I1), s2.9 2.0 2.8 4.3 12.4 8.1 8.9 Green Ext Time (p_c), s0.0 60.7 0.0 0.0 16.5 0.0 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 8.4
HCM 7th LOS A
Existing Conditions AMHCM Signalized Intersection Capacity Analysis 12A: La Cienega Blvd SB & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1077 78 74 1972 0 0 0 0 45 0 933 Future Volume (vph) 0 1077 78 74 1972 0 0 0 0 45 0 933
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 7.0 6.0 7.5 5.5
Lane Util. Factor 0.81 1.00 0.91 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.99 1.00 1.00 1.00 0.85
Flt Protected 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 7376 1752 5036 1752 2760
Flt Permitted 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 7376 1752 5036 1752 2760
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 1171 85 80 2143 0 0 0 0 49 0 1014
RTOR Reduction (vph) 0 11 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 1245 0 80 2143 0 0 0 0 49 0 1014 Confl. Peds. (#/hr) 4 5 5 4
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Prot NA Prot custom
Protected Phases 6 4 5 2 4 3 1 3
Permitted Phases 6
Actuated Green, G (s) 28.5 55.8 68.8 17.2 51.7
Effective Green, g (s) 28.5 55.8 61.8 17.2 51.7
Actuated g/C Ratio 0.24 0.47 0.52 0.14 0.43
Clearance Time (s) 6.0 7.5
Vehicle Extension (s) 4.0 1.5
Lane Grp Cap (vph) 1751 814 2593 251 1189
v/s Ratio Prot 0.17 0.05 c0.43 0.03 c0.27
v/s Ratio Perm 0.10
v/c Ratio 0.71 0.10 0.83 0.20 0.85
Uniform Delay, d1 42.0 18.0 24.6 45.3 30.7
Progression Factor 0.46 1.88 1.56 1.00 1.00
Incremental Delay, d2 2.4 0.0 0.2 0.1 5.9
Delay (s) 21.8 33.9 38.6 45.4 36.6
Level of Service C C D D D
Approach Delay (s/veh) 21.8 38.4 0.0 37.0
Approach LOS C D A D
Intersection Summary
HCM 2000 Control Delay (s/veh) 33.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.92
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 99.3% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
_______ tttt~ 't ttt
Existing Conditions AMHCM Signalized Intersection Capacity Analysis 12B: La Cienega Blvd NB & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 204 913 0 0 1630 44 426 2 128 0 0 0 Future Volume (vph) 204 913 0 0 1630 44 426 2 128 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 7.5 6.0 6.0 7.0 7.0 5.0
Lane Util. Factor 0.97 0.91 0.86 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (prot) 3400 5036 6346 1537 1665 1670 1550
Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (perm) 3400 5036 6346 1537 1665 1670 1550
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 227 1014 0 0 1811 49 473 2 142 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 40 0 0 0 0 0 0
Lane Group Flow (vph) 227 1014 0 0 1811 9 236 239 142 0 0 0 Confl. Peds. (#/hr) 4 4 3
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Split NA custom
Protected Phases 1 3 3 6 2 4 4 5
Permitted Phases 2 4
Actuated Green, G (s) 37.7 51.7 23.0 23.0 38.8 38.8 48.8 Effective Green, g (s) 37.7 45.7 23.0 23.0 38.8 38.8 48.8 Actuated g/C Ratio 0.31 0.38 0.19 0.19 0.32 0.32 0.41
Clearance Time (s) 6.0 6.0 7.0 7.0 5.0
Vehicle Extension (s) 4.0 4.0 3.0 3.0 1.5
Lane Grp Cap (vph) 1068 1917 1216 294 538 539 630
v/s Ratio Prot 0.07 c0.20 c0.29 0.14 c0.14 0.02
v/s Ratio Perm 0.01 0.07
v/c Ratio 0.21 0.53 1.49 0.03 0.44 0.44 0.23
Uniform Delay, d1 30.2 28.8 48.5 39.4 32.0 32.1 23.3
Progression Factor 0.18 0.05 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.0 0.1 224.6 0.2 0.6 0.6 0.1
Delay (s) 5.3 1.6 273.1 39.6 32.6 32.7 23.3
Level of Service A A F D C C C
Approach Delay (s/veh) 2.3 267.0 30.5 0.0
Approach LOS A F C A
Intersection Summary
HCM 2000 Control Delay (s/veh) 139.4 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 99.3% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
"i"i ttt ___ tttt ., "i ., ____ _
HCM 7th Signalized Intersection Summary Existing Conditions PM 1: Hannum Ave & Slauson Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 72 509 174 178 446 431 68 282 273 210 488 49 Future Volume (veh/h) 72 509 174 178 446 431 68 282 273 210 488 49 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 74 525 142 185 465 209 71 294 0 219 508 0 Peak Hour Factor 0.97 0.97 0.97 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 119 1969 518 245 2526 772 220 630 268 669
Arrive On Green 0.07 0.49 0.49 0.07 0.50 0.50 0.07 0.18 0.00 0.08 0.19 0.00 Sat Flow, veh/h 1767 3981 1047 3428 5066 1548 3291 3526 1572 3428 3526 1572 Grp Volume(v), veh/h 74 443 224 185 465 209 71 294 0 219 508 0 Grp Sat Flow(s),veh/h/ln1767 1689 1651 1714 1689 1548 1646 1763 1572 1714 1763 1572 Q Serve(g_s), s 5.7 10.7 11.1 7.4 7.1 11.0 2.9 10.5 0.0 8.8 19.1 0.0 Cycle Q Clear(g_c), s 5.7 10.7 11.1 7.4 7.1 11.0 2.9 10.5 0.0 8.8 19.1 0.0 Prop In Lane 1.00 0.63 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 119 1671 817 245 2526 772 220 630 268 669 V/C Ratio(X) 0.62 0.27 0.27 0.76 0.18 0.27 0.32 0.47 0.82 0.76 Avail Cap(c_a), veh/h 188 1671 817 365 2526 772 346 949 360 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.88 0.88 0.88 0.99 0.99 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh63.5 20.6 20.7 63.8 19.4 20.3 62.3 51.5 0.0 63.5 53.7 0.0 Incr Delay (d2), s/veh 2.0 0.4 0.8 1.8 0.1 0.8 0.3 1.1 0.0 7.7 4.1 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.6 4.2 4.4 3.2 2.7 4.1 1.2 4.7 0.0 4.1 8.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 65.5 21.0 21.5 65.6 19.5 21.1 62.6 52.7 0.0 71.2 57.8 0.0 LnGrp LOS E C C E B C E D E E
Approach Vol, veh/h 741 859 365 727
Approach Delay, s/veh 25.6 29.8 54.6 61.8
Approach LOS C C D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s16.1 75.4 15.7 32.9 15.5 75.9 17.3 31.3 Change Period (Y+Rc), s6.1 6.1 6.3 6.3 6.1 6.1 6.3 6.3
Max Green Setting (Gmax), s14.9 47.9 14.7 37.7 14.9 47.9 14.7 37.7 Max Q Clear Time (g_c+I1), s9.4 13.1 4.9 21.1 7.7 13.0 10.8 12.5 Green Ext Time (p_c), s 0.1 8.7 0.1 5.1 0.0 8.0 0.1 3.4 Intersection Summary
HCM 7th Control Delay, s/veh 40.7
HCM 7th LOS D
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 7th Signalized Intersection Summary Existing Conditions PM 2: Fox Hills Dr/Driveway & Hannum Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 621 161 138 454 1 176 0 126 1 2 10 Future Volume (veh/h) 0 621 161 138 454 1 176 0 126 1 2 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.97 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 0 682 166 152 499 1 193 0 20 1 2 1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 580 1699 413 471 2516 5 243 0 210 14 28 14
Arrive On Green 0.00 0.61 0.61 0.12 1.00 1.00 0.14 0.00 0.14 0.03 0.03 0.03 Sat Flow, veh/h 1696 2805 682 1767 3610 7 1767 0 1528 433 867 433 Grp Volume(v), veh/h 0 428 420 152 244 256 193 0 20 4 0 0 Grp Sat Flow(s),veh/h/ln1696 1763 1725 1767 1763 1854 1767 0 1528 1734 0 0 Q Serve(g_s), s 0.0 15.2 15.2 3.7 0.0 0.0 12.7 0.0 1.4 0.3 0.0 0.0 Cycle Q Clear(g_c), s 0.0 15.2 15.2 3.7 0.0 0.0 12.7 0.0 1.4 0.3 0.0 0.0 Prop In Lane 1.00 0.40 1.00 0.00 1.00 1.00 0.25 0.25
Lane Grp Cap(c), veh/h 580 1068 1045 471 1229 1292 243 0 210 56 0 0 V/C Ratio(X) 0.00 0.40 0.40 0.32 0.20 0.20 0.79 0.00 0.10 0.07 0.00 0.00 Avail Cap(c_a), veh/h 790 1068 1045 590 1229 1292 421 0 364 405 0 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.69 0.69 0.96 0.96 0.96 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 12.3 12.3 7.8 0.0 0.0 50.1 0.0 45.2 56.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.8 0.8 0.1 0.3 0.3 2.2 0.0 0.1 0.2 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 5.9 5.8 1.2 0.1 0.1 5.8 0.0 0.5 0.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 13.1 13.1 7.9 0.3 0.3 52.3 0.0 45.3 56.6 0.0 0.0 LnGrp LOS B B A A A D D E
Approach Vol, veh/h 848 652 213 4
Approach Delay, s/veh 13.1 2.1 51.7 56.6
Approach LOS B A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s0.0 89.2 8.8 11.0 78.3 21.9
Change Period (Y+Rc), s 4.0 5.6 5.0 4.0 * 5.6 5.4
Max Green Setting (Gmax), s15.0 28.4 28.0 15.0 * 29 28.6 Max Q Clear Time (g_c+I1), s0.0 2.0 2.3 5.7 17.2 14.7
Green Ext Time (p_c), s 0.0 3.0 0.0 0.1 4.1 0.6
Intersection Summary
HCM 7th Control Delay, s/veh 13.8
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. "i tf.

HCM Signalized Intersection Capacity Analysis Existing Conditions PM 3: Bristol Pkwy & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 1482 398 109 1354 2 166 0 49 12 14 25 Future Volume (vph) 7 1482 398 109 1354 2 166 0 49 12 14 25 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 10 10 11 8 10 12 10 10 10 12 12 12
Total Lost time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 0.85 0.93
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1636 4700 1516 2946 4700 1568 3173 1370 1380 3177 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.99 Satd. Flow (perm) 1636 4700 1516 2946 4700 1568 3173 1370 1380 3177 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 7 1512 406 111 1382 2 169 0 50 12 14 26 RTOR Reduction (vph) 0 0 102 0 0 1 0 23 21 0 23 0
Lane Group Flow (vph) 7 1512 304 111 1382 1 169 2 4 0 29 0 Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr) 1 2
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Perm Split NA pm+ov Split NA Protected Phases 5 2 1 6 4 4 1 3 3
Permitted Phases 2 6 4
Actuated Green, G (s) 2.2 62.5 62.5 8.9 69.2 69.2 11.4 11.4 20.3 12.4 Effective Green, g (s) 2.2 62.5 62.5 8.9 69.2 69.2 11.4 11.4 20.3 12.4 Actuated g/C Ratio 0.02 0.52 0.52 0.07 0.58 0.58 0.10 0.10 0.17 0.10 Clearance Time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 29 2447 789 218 2710 904 301 130 233 328 v/s Ratio Prot 0.00 c0.32 0.04 c0.29 c0.05 0.00 0.00 c0.01 v/s Ratio Perm 0.20 0.00 0.00
v/c Ratio 0.24 0.62 0.39 0.51 0.51 0.00 0.56 0.02 0.02 0.09 Uniform Delay, d1 58.1 20.3 17.2 53.4 15.2 10.8 51.9 49.2 41.5 48.7 Progression Factor 1.00 1.00 1.00 1.22 1.17 1.00 1.09 1.00 1.00 1.00 Incremental Delay, d2 1.6 1.2 1.4 0.6 0.6 0.0 1.4 0.0 0.0 0.0 Delay (s) 59.6 21.5 18.7 65.9 18.4 10.8 58.0 49.2 41.6 48.7 Level of Service E C B E B B E D D D
Approach Delay (s/veh) 21.0 21.9 55.1 48.7
Approach LOS C C E D
Intersection Summary
HCM 2000 Control Delay (s/veh) 23.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.56
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 24.8 Intersection Capacity Utilization 61.7% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
t
HCM 7th Signalized Intersection Summary Existing Conditions PM 4: Bristol Pkwy & Hannum Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 506 265 87 292 89 127 127 128 244 241 76 Future Volume (veh/h) 14 506 265 87 292 89 127 127 128 244 241 76 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 16 562 180 97 324 70 141 141 22 271 268 55 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 599 2203 979 504 2203 1129 168 429 66 447 386 78 Arrive On Green 1.00 1.00 1.00 0.21 0.21 0.21 0.09 0.14 0.14 0.03 0.04 0.04 Sat Flow, veh/h 981 3526 1566 711 3526 1566 1767 3055 467 3428 2910 586 Grp Volume(v), veh/h 16 562 180 97 324 70 141 80 83 271 160 163 Grp Sat Flow(s),veh/h/ln 981 1763 1566 711 1763 1566 1767 1763 1759 1714 1763 1733 Q Serve(g_s), s 0.2 0.0 0.0 13.6 9.0 3.2 9.4 4.9 5.1 9.3 10.8 11.1 Cycle Q Clear(g_c), s 9.3 0.0 0.0 13.6 9.0 3.2 9.4 4.9 5.1 9.3 10.8 11.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.27 1.00 0.34
Lane Grp Cap(c), veh/h 599 2203 979 504 2203 1129 168 248 247 447 234 230 V/C Ratio(X) 0.03 0.26 0.18 0.19 0.15 0.06 0.84 0.32 0.34 0.61 0.69 0.71 Avail Cap(c_a), veh/h 599 2203 979 504 2203 1129 239 502 501 511 451 443 HCM Platoon Ratio 2.00 2.00 2.00 0.33 0.33 0.33 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.90 0.90 0.90 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.90 0.90 Uniform Delay (d), s/veh 0.6 0.0 0.0 23.3 21.4 10.9 53.4 46.4 46.5 55.9 54.9 55.1 Incr Delay (d2), s/veh 0.0 0.1 0.1 0.8 0.1 0.1 12.0 0.7 0.8 0.7 3.2 3.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 2.7 4.0 1.0 4.7 2.2 2.3 4.3 5.3 5.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.6 0.1 0.1 24.1 21.6 11.0 65.5 47.2 47.3 56.7 58.1 58.6 LnGrp LOS A A A C C B E D D E E E
Approach Vol, veh/h 758 491 304 594
Approach Delay, s/veh 0.1 20.6 55.7 57.6
Approach LOS A C E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 16.8 22.7 80.6 17.2 22.2 80.6
Change Period (Y+Rc), s 5.3 5.8 * 5.6 5.8 6.3 * 5.6
Max Green Setting (Gmax), s 13.7 34.2 * 55 16.2 30.7 * 55 Max Q Clear Time (g_c+I1), s 11.3 7.1 15.6 11.4 13.1 11.3 Green Ext Time (p_c), s 0.1 0.8 3.3 0.1 1.6 4.9
Intersection Summary
HCM 7th Control Delay, s/veh 28.5
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. _ 'f'i tT+
HCM 7th TWSC Existing Conditions PM
5: Bristol Pkwy & Uplander Way Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 1.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 58 38 288 16 6 592
Future Vol, veh/h 58 38 288 16 6 592
Conflicting Peds, #/hr 0 2 0 5 5 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 30 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 66 43 327 18 7 673
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 691 180 0 0 350 0
Stage 1 341 - - - - -
Stage 2 350 - - - - -
Critical Hdwy 6.86 6.96 - - 4.16 -
Critical Hdwy Stg 1 5.86 - - - - -
Critical Hdwy Stg 2 5.86 - - - - -
Follow-up Hdwy 3.53 3.33 - - 2.23 -
Pot Cap-1 Maneuver 376 829 - - 1198 -
Stage 1 688 - - - - -
Stage 2 682 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 372 824 - - 1192 -
Mov Cap-2 Maneuver 372 - - - - -
Stage 1 685 - - - - -
Stage 2 677 - - - - -
Approach WB NB SB
HCM Control Delay, s/v13.93 0 0.14

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 372 824 36 -
HCM Lane V/C Ratio - - 0.177 0.052 0.006 -
HCM Control Delay (s/veh) - - 16.8 9.6 8 0.1
HCM Lane LOS - - C A A A
HCM 95th %tile Q(veh) - - 0.6 0.2 0 -
HCM 7th Signalized Intersection Summary Existing Conditions PM 6: Bristol Pkwy & Green Valley Cir Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 60 267 128 34 183 74 75 127 37 236 407 67 Future Volume (veh/h) 60 267 128 34 183 74 75 127 37 236 407 67 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.98 1.00 0.98 0.99 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 64 284 83 36 195 38 80 135 30 251 433 60 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 465 909 260 397 994 190 461 658 146 613 1395 192 Arrive On Green 0.34 0.34 0.34 0.34 0.34 0.34 0.45 0.45 0.45 0.45 0.45 0.45 Sat Flow, veh/h 1127 2695 771 999 2945 562 893 1464 325 1204 3103 427 Grp Volume(v), veh/h 64 184 183 36 115 118 80 0 165 251 245 248 Grp Sat Flow(s),veh/h/ln1127 1763 1703 999 1763 1744 893 0 1789 1204 1763 1768 Q Serve(g_s), s 2.2 4.0 4.1 1.4 2.4 2.5 3.3 0.0 2.9 8.2 4.6 4.6 Cycle Q Clear(g_c), s 4.7 4.0 4.1 5.6 2.4 2.5 7.9 0.0 2.9 11.1 4.6 4.6 Prop In Lane 1.00 0.45 1.00 0.32 1.00 0.18 1.00 0.24
Lane Grp Cap(c), veh/h 465 595 575 397 595 589 461 0 804 613 792 795 V/C Ratio(X) 0.14 0.31 0.32 0.09 0.19 0.20 0.17 0.00 0.21 0.41 0.31 0.31 Avail Cap(c_a), veh/h 1395 2048 1979 1220 2048 2027 1097 0 2079 1471 2048 2054 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh13.8 12.7 12.7 14.8 12.1 12.2 11.6 0.0 8.6 12.0 9.1 9.1 Incr Delay (d2), s/veh 0.3 0.6 0.7 0.2 0.3 0.4 0.4 0.0 0.3 0.9 0.5 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.5 1.4 1.4 0.3 0.8 0.9 0.6 0.0 0.9 1.9 1.5 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 14.1 13.3 13.4 15.0 12.5 12.5 12.0 0.0 8.9 12.9 9.6 9.6 LnGrp LOS B B B B B B B A B A A
Approach Vol, veh/h 431 269 245 744
Approach Delay, s/veh 13.4 12.8 9.9 10.7
Approach LOS B B A B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 28.7 22.9 28.7 22.9
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green Setting (Gmax), s 60.0 60.0 60.0 60.0
Max Q Clear Time (g_c+I1), s 9.9 6.7 13.1 7.6
Green Ext Time (p_c), s 3.0 5.5 9.5 3.3
Intersection Summary
HCM 7th Control Delay, s/veh 11.6
HCM 7th LOS B
HCM 7th Signalized Intersection Summary Existing Conditions PM 7: Uplander Way & Hannum Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 13 839 27 11 213 6 34 0 47 24 0 60 Future Volume (veh/h) 13 839 27 11 213 6 34 0 47 24 0 60 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 0.98 0.98 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 15 953 23 12 242 5 39 0 5 27 0 0
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 883 2543 1124 447 2533 1125 238 0 183 196 0 188 Arrive On Green 0.02 0.72 0.72 0.02 0.72 0.72 0.12 0.00 0.12 0.12 0.00 0.00 Sat Flow, veh/h 1767 3526 1558 1767 3526 1566 1493 0 1537 1138 0 1572 Grp Volume(v), veh/h 15 953 23 12 242 5 39 0 5 27 0 0
Grp Sat Flow(s),veh/h/ln1767 1763 1558 1767 1763 1566 1493 0 1537 1138 0 1572 Q Serve(g_s), s 0.3 12.4 0.5 0.2 2.5 0.1 0.0 0.0 0.3 2.2 0.0 0.0 Cycle Q Clear(g_c), s 0.3 12.4 0.5 0.2 2.5 0.1 2.4 0.0 0.3 4.6 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 883 2543 1124 447 2533 1125 238 0 183 196 0 188 V/C Ratio(X) 0.02 0.37 0.02 0.03 0.10 0.00 0.16 0.00 0.03 0.14 0.00 0.00 Avail Cap(c_a), veh/h 1041 2543 1124 625 2533 1125 412 0 377 368 0 385 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 0.98 0.98 0.98 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 4.1 6.4 4.7 4.7 5.1 4.8 47.6 0.0 46.7 49.7 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 4.2 0.2 0.1 0.8 0.0 1.1 0.0 0.1 0.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 4.1 6.8 4.8 4.7 5.2 4.8 47.7 0.0 46.7 49.8 0.0 0.0 LnGrp LOS A A A A A A D D D
Approach Vol, veh/h 991 259 44 27
Approach Delay, s/veh 6.7 5.1 47.6 49.8
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s8.3 91.8 19.9 7.9 92.2 19.9
Change Period (Y+Rc), s 5.5 5.6 5.6 5.6 * 5.6 5.6
Max Green Setting (Gmax), s13.5 60.4 29.4 14.4 * 60 29.4 Max Q Clear Time (g_c+I1), s2.3 4.5 4.4 2.2 14.4 6.6
Green Ext Time (p_c), s 0.0 1.7 0.1 0.0 8.3 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 8.6
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement. * HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Existing Conditions PM 8: Buckingham Pkwy & Hannum Ave & Driveway Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 681 229 95 111 0 74 0 88 3 2 3 Future Volume (veh/h) 0 681 229 95 111 0 74 0 88 3 2 3
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 0.97 0.96 0.97 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 0 724 188 101 118 0 79 0 16 3 2 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 1 2363 1019 565 2718 0 243 251 292 242 251 0 Arrive On Green 0.00 1.00 1.00 0.11 1.00 0.00 0.14 0.00 0.14 0.14 0.14 0.00 Sat Flow, veh/h 1767 3526 1519 1767 3618 0 1363 1856 1507 1347 1856 0 Grp Volume(v), veh/h 0 724 188 101 118 0 79 0 16 3 2 0
Grp Sat Flow(s),veh/h/ln1767 1763 1519 1767 1763 0 1363 1856 1507 1347 1856 0 Q Serve(g_s), s 0.0 0.0 0.0 1.9 0.0 0.0 6.4 0.0 1.0 0.2 0.1 0.0 Cycle Q Clear(g_c), s 0.0 0.0 0.0 1.9 0.0 0.0 6.5 0.0 1.0 0.2 0.1 0.0 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 1 2363 1019 565 2718 0 243 251 292 242 251 0 V/C Ratio(X) 0.00 0.31 0.18 0.18 0.04 0.00 0.33 0.00 0.05 0.01 0.01 0.00 Avail Cap(c_a), veh/h 202 2363 1019 667 2718 0 425 498 493 421 498 0 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.94 0.94 0.98 0.98 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 4.0 0.0 0.0 47.8 0.0 39.7 45.0 44.9 0.0 Incr Delay (d2), s/veh 0.0 0.3 0.4 0.1 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.1 0.1 0.6 0.0 0.0 2.2 0.0 0.4 0.1 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.3 0.4 4.0 0.0 0.0 48.0 0.0 39.7 45.0 44.9 0.0 LnGrp LOS A A A A D D D D
Approach Vol, veh/h 912 219 95 5
Approach Delay, s/veh 0.3 1.9 46.6 45.0
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s0.0 98.0 22.0 12.1 85.9 22.0
Change Period (Y+Rc), s 5.3 5.5 5.8 5.3 5.5 5.8
Max Green Setting (Gmax), s13.7 57.5 32.2 13.7 57.5 32.2 Max Q Clear Time (g_c+I1), s0.0 2.0 8.5 3.9 2.0 2.2
Green Ext Time (p_c), s 0.0 0.8 0.1 0.1 6.6 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 4.4
HCM 7th LOS A
" t .,, " T+
HCM 7th Signalized Intersection Summary Existing Conditions PM 9: Buckingham Pkwy & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)15 1498 33 162 1366 18 34 11 682 57 30 51 Future Volume (veh/h)15 1498 33 162 1366 18 34 11 682 57 30 51 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h16 1577 20 171 1438 18 36 0 531 60 32 9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 467 2973 920 679 3202 40 313 0 813 234 376 315 Arrive On Green 0.05 1.00 1.00 0.02 0.20 0.20 0.14 0.00 0.14 0.20 0.20 0.20 Sat Flow, veh/h 3428 5066 1567 3428 5156 65 1342 0 3112 862 1856 1556 Grp Volume(v), veh/h16 1577 20 171 942 514 36 0 531 60 32 9 Grp Sat Flow(s),veh/h/ln1714 1689 1567 1714 1689 1844 1342 0 1556 862 1856 1556 Q Serve(g_s), s 0.2 0.0 0.0 2.2 29.3 29.3 2.9 0.0 18.5 7.2 1.7 0.6 Cycle Q Clear(g_c), s0.2 0.0 0.0 2.2 29.3 29.3 4.5 0.0 18.5 7.2 1.7 0.6 Prop In Lane 1.00 1.00 1.00 0.04 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h467 2973 920 679 2097 1145 313 0 813 234 376 315 V/C Ratio(X) 0.03 0.53 0.02 0.25 0.45 0.45 0.12 0.00 0.65 0.26 0.09 0.03 Avail Cap(c_a), veh/h748 2973 920 843 2097 1145 423 0 1067 305 527 442 HCM Platoon Ratio2.00 2.00 2.00 0.33 0.33 0.33 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 0.77 0.77 0.77 0.83 0.83 0.83 0.96 0.00 0.96 1.00 1.00 1.00 Uniform Delay (d), s/veh11.5 0.0 0.0 8.3 29.7 29.7 44.1 0.0 43.0 41.0 38.8 38.4 Incr Delay (d2), s/veh0.0 0.5 0.0 0.1 0.6 1.1 0.1 0.0 0.3 0.2 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 0.1 0.0 0.8 13.3 14.7 1.0 0.0 7.4 1.5 0.8 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh11.5 0.5 0.0 8.3 30.3 30.8 44.1 0.0 43.3 41.2 38.9 38.4 LnGrp LOS B A A A C C D D D D D
Approach Vol, veh/h 1613 1627 567 101
Approach Delay, s/veh 0.6 28.2 43.4 40.2
Approach LOS A C D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.3 76.5 30.2 9.2 80.6 30.2
Change Period (Y+Rc), s6.3 6.1 5.9 6.3 6.1 5.9
Max Green Setting (Gmax), s12.7 54.9 34.1 12.7 54.9 34.1 Max Q Clear Time (g_c+I1), s4.2 2.0 20.5 2.2 31.3 9.2
Green Ext Time (p_c), s0.2 32.0 1.2 0.0 16.5 0.3
Intersection Summary
HCM 7th Control Delay, s/veh19.3
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary Existing Conditions PM 10: Shenandoah Ave & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)123 1785 272 13 1431 17 43 10 4 17 7 52 Future Volume (veh/h)123 1785 272 13 1431 17 43 10 4 17 7 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h128 1859 268 14 1491 17 45 10 1 18 7 13 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 147 2865 409 55 3033 35 359 394 333 184 75 112 Arrive On Green 0.08 0.64 0.64 0.02 0.39 0.39 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1767 4478 639 1767 5163 59 1376 1856 1566 656 355 526 Grp Volume(v), veh/h128 1397 730 14 975 533 45 10 1 38 0 0 Grp Sat Flow(s),veh/h/ln1767 1689 1740 1767 1689 1845 1376 1856 1566 1537 0 0 Q Serve(g_s), s 8.6 30.5 31.2 0.9 26.1 26.1 0.5 0.5 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s8.6 30.5 31.2 0.9 26.1 26.1 2.6 0.5 0.1 2.1 0.0 0.0 Prop In Lane 1.00 0.37 1.00 0.03 1.00 1.00 0.47 0.34
Lane Grp Cap(c), veh/h147 2161 1113 55 1984 1084 359 394 333 371 0 0 V/C Ratio(X) 0.87 0.65 0.66 0.25 0.49 0.49 0.13 0.03 0.00 0.10 0.00 0.00 Avail Cap(c_a), veh/h147 2161 1113 177 1984 1084 359 394 333 371 0 0 HCM Platoon Ratio1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.74 0.74 0.74 0.87 0.87 0.87 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh54.4 13.3 13.4 57.4 22.9 22.9 38.2 37.4 37.2 38.0 0.0 0.0 Incr Delay (d2), s/veh30.2 1.1 2.2 0.8 0.8 1.4 0.2 0.0 0.0 0.6 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln5.0 10.4 11.3 0.4 11.0 12.2 1.1 0.2 0.0 1.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh84.5 14.4 15.6 58.2 23.7 24.3 38.3 37.4 37.2 38.6 0.0 0.0 LnGrp LOS F B B E C C D D D D
Approach Vol, veh/h 2255 1522 56 38
Approach Delay, s/veh 18.8 24.2 38.2 38.6
Approach LOS B C D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.5 76.0 30.5 7.2 82.3 30.5
Change Period (Y+Rc), s3.5 5.5 5.0 3.5 5.5 5.0
Max Green Setting (Gmax), s10.0 70.5 25.5 12.0 68.5 25.5 Max Q Clear Time (g_c+I1), s10.6 28.1 4.6 2.9 33.2 4.1
Green Ext Time (p_c), s0.0 25.6 0.1 0.0 30.6 0.1
Intersection Summary
HCM 7th Control Delay, s/veh21.4
HCM 7th LOS C
HCM 7th Signalized Intersection Summary Existing Conditions PM 11: Corning Ave & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)2 1766 6 111 1456 93 14 12 299 133 22 16 Future Volume (veh/h)2 1766 6 111 1456 93 14 12 299 133 22 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h2 1840 6 116 1517 92 15 12 150 139 23 5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 9 3014 10 144 3195 194 212 206 174 328 407 345 Arrive On Green 0.01 0.58 0.58 0.16 1.00 1.00 0.11 0.11 0.11 0.08 0.22 0.22 Sat Flow, veh/h 1767 5213 17 1767 4883 296 1368 1856 1568 1767 1856 1570 Grp Volume(v), veh/h2 1192 654 116 1049 560 15 12 150 139 23 5 Grp Sat Flow(s),veh/h/ln1767 1689 1852 1767 1689 1802 1368 1856 1568 1767 1856 1570 Q Serve(g_s), s 0.1 27.6 27.6 7.6 0.0 0.0 1.2 0.7 11.3 8.1 1.2 0.3 Cycle Q Clear(g_c), s0.1 27.6 27.6 7.6 0.0 0.0 1.2 0.7 11.3 8.1 1.2 0.3 Prop In Lane 1.00 0.01 1.00 0.16 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h9 1952 1071 144 2210 1179 212 206 174 328 407 345 V/C Ratio(X) 0.21 0.61 0.61 0.80 0.47 0.47 0.07 0.06 0.86 0.42 0.06 0.01 Avail Cap(c_a), veh/h147 1952 1071 177 2210 1179 225 224 189 328 425 360 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.64 0.64 0.64 0.92 0.92 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh59.4 16.5 16.5 49.3 0.0 0.0 47.9 47.7 52.4 41.0 37.0 36.7 Incr Delay (d2), s/veh2.6 0.9 1.7 14.9 0.7 1.3 0.1 0.1 29.3 0.6 0.1 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 9.9 11.1 3.6 0.2 0.4 0.4 0.3 5.9 3.6 0.6 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh62.0 17.4 18.2 64.2 0.7 1.3 48.1 47.8 81.7 41.6 37.1 36.7 LnGrp LOS E B B E A A D D F D D D
Approach Vol, veh/h 1848 1725 177 167
Approach Delay, s/veh 17.7 5.1 76.6 40.9
Approach LOS B A E D
Timer - Assigned Phs1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s4.6 84.0 31.3 13.8 74.9 13.0 18.3 Change Period (Y+Rc), s4.0 5.5 5.0 4.0 5.5 3.5 5.0
Max Green Setting (Gmax), s10.0 68.0 27.5 12.0 66.0 9.5 14.5 Max Q Clear Time (g_c+I1), s2.1 2.0 3.2 9.6 29.6 10.1 13.3 Green Ext Time (p_c), s0.0 35.9 0.1 0.0 28.2 0.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh15.8
HCM 7th LOS B
Existing Conditions PMHCM Signalized Intersection Capacity Analysis 12A: La Cienega Blvd SB & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 2154 56 115 929 0 0 0 0 238 34 731 Future Volume (vph) 0 2154 56 115 929 0 0 0 0 238 34 731 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 7.0 6.0 7.5 7.5 5.5
Lane Util. Factor 0.81 1.00 0.91 1.00 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00
Satd. Flow (prot) 7437 1752 5036 1752 1845 2743
Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00
Satd. Flow (perm) 7437 1752 5036 1752 1845 2743
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 2221 58 119 958 0 0 0 0 245 35 754
RTOR Reduction (vph) 0 3 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 2276 0 119 958 0 0 0 0 245 35 754 Confl. Peds. (#/hr) 2 1
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Prot NA Split NA custom
Protected Phases 6 4 5 2 4 3 3 1 3
Permitted Phases 6
Actuated Green, G (s) 41.8 42.2 68.5 17.5 17.5 65.3
Effective Green, g (s) 41.8 42.2 61.5 17.5 17.5 65.3
Actuated g/C Ratio 0.35 0.35 0.51 0.15 0.15 0.54
Clearance Time (s) 6.0 7.5 7.5
Vehicle Extension (s) 4.0 1.5 1.5
Lane Grp Cap (vph) 2590 616 2580 255 269 1492
v/s Ratio Prot c0.31 0.07 c0.19 c0.14 0.02 0.16
v/s Ratio Perm 0.11
v/c Ratio 0.88 0.19 0.37 0.96 0.13 0.51
Uniform Delay, d1 36.7 27.1 17.6 50.9 44.6 17.2
Progression Factor 1.03 1.77 0.19 1.00 1.00 1.00
Incremental Delay, d2 3.5 0.1 0.1 45.1 0.1 0.1
Delay (s) 41.3 48.0 3.4 96.0 44.7 17.3
Level of Service D D A F D B
Approach Delay (s/veh) 41.3 8.4 0.0 36.9
Approach LOS D A A D
Intersection Summary
HCM 2000 Control Delay (s/veh) 32.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 62.7% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
_______ tttt~ 't ttt
Existing Conditions PMHCM Signalized Intersection Capacity Analysis 12B: La Cienega Blvd NB & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 474 1921 0 0 949 60 95 5 179 0 0 0 Future Volume (vph) 474 1921 0 0 949 60 95 5 179 0 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 7.5 6.0 6.0 7.0 7.0 5.0
Lane Util. Factor 0.97 0.91 0.86 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 0.96 1.00
Satd. Flow (prot) 3400 5036 6346 1543 1665 1677 1553
Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.96 1.00
Satd. Flow (perm) 3400 5036 6346 1543 1665 1677 1553
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 489 1980 0 0 978 62 98 5 185 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 43 0 0 0 0 0 0
Lane Group Flow (vph) 489 1980 0 0 978 19 51 52 185 0 0 0 Confl. Peds. (#/hr) 2 1
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Split NA custom
Protected Phases 1 3 3 6 2 4 4 5
Permitted Phases 2 4
Actuated Green, G (s) 38.0 65.3 36.3 36.3 25.2 25.2 35.2 Effective Green, g (s) 38.0 59.3 36.3 36.3 25.2 25.2 35.2 Actuated g/C Ratio 0.32 0.49 0.30 0.30 0.21 0.21 0.29
Clearance Time (s) 6.0 6.0 7.0 7.0 5.0
Vehicle Extension (s) 4.0 4.0 3.0 3.0 1.5
Lane Grp Cap (vph) 1076 2488 1919 466 349 352 455
v/s Ratio Prot 0.14 c0.39 c0.15 0.03 0.03 c0.03
v/s Ratio Perm 0.01 0.09
v/c Ratio 0.45 0.80 0.51 0.04 0.15 0.15 0.41
Uniform Delay, d1 32.7 25.3 34.5 29.6 38.6 38.6 34.0
Progression Factor 0.37 0.18 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.0 0.8 1.0 0.2 0.2 0.2 0.2
Delay (s) 12.2 5.4 35.5 29.7 38.8 38.8 34.2
Level of Service B A D C D D C
Approach Delay (s/veh) 6.8 35.1 35.9 0.0
Approach LOS A D D A
Intersection Summary
HCM 2000 Control Delay (s/veh) 16.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.68
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 62.7% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
"i"i ttt ___ tttt ., "i ., ____ _
HCM 7th Signalized Intersection Summary Existing Plus Project AM 1: Hannum Ave & Slauson Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 41 210 47 35 490 837 108 613 221 137 163 25 Future Volume (veh/h) 41 210 47 35 490 837 108 613 221 137 163 25 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 43 219 27 36 510 618 112 639 0 143 170 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 103 2176 261 184 2384 738 569 787 244 428
Arrive On Green 0.06 0.47 0.47 0.05 0.47 0.47 0.17 0.22 0.00 0.07 0.12 0.00 Sat Flow, veh/h 1767 4584 550 3428 5066 1568 3291 3526 1572 3428 3526 1572 Grp Volume(v), veh/h 43 160 86 36 510 618 112 639 0 143 170 0 Grp Sat Flow(s),veh/h/ln1767 1689 1756 1714 1689 1568 1646 1763 1572 1714 1763 1572 Q Serve(g_s), s 3.3 3.7 3.8 1.4 8.3 48.2 4.1 24.1 0.0 5.7 6.2 0.0 Cycle Q Clear(g_c), s 3.3 3.7 3.8 1.4 8.3 48.2 4.1 24.1 0.0 5.7 6.2 0.0 Prop In Lane 1.00 0.31 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 103 1603 834 184 2384 738 569 787 244 428 V/C Ratio(X) 0.42 0.10 0.10 0.20 0.21 0.84 0.20 0.81 0.59 0.40 Avail Cap(c_a), veh/h 188 1603 834 365 2384 738 569 949 360 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.11 0.11 0.11 0.96 0.96 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh63.7 20.3 20.3 63.3 21.8 32.4 49.6 51.6 0.0 63.0 56.8 0.0 Incr Delay (d2), s/veh 1.0 0.1 0.2 0.0 0.0 1.4 0.1 5.8 0.0 0.8 1.3 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.5 1.4 1.6 0.6 3.2 18.1 1.7 11.2 0.0 2.5 2.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 64.7 20.4 20.6 63.4 21.8 33.7 49.6 57.4 0.0 63.9 58.1 0.0 LnGrp LOS E C C E C C D E E E
Approach Vol, veh/h 289 1164 751 313
Approach Delay, s/veh 27.0 29.4 56.2 60.7
Approach LOS C C E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s13.6 72.6 30.5 23.3 14.2 72.0 16.3 37.5 Change Period (Y+Rc), s6.1 6.1 6.3 6.3 6.1 6.1 6.3 6.3
Max Green Setting (Gmax), s14.9 47.9 14.7 37.7 14.9 47.9 14.7 37.7 Max Q Clear Time (g_c+I1), s3.4 5.8 6.1 8.2 5.3 50.2 7.7 26.1 Green Ext Time (p_c), s 0.0 2.9 0.1 1.9 0.0 0.0 0.1 5.2 Intersection Summary
HCM 7th Control Delay, s/veh 41.0
HCM 7th LOS D
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 7th Signalized Intersection Summary Existing Plus Project AM 2: Fox Hills Dr/Driveway & Hannum Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 193 24 53 625 10 334 6 35 0 0 0 Future Volume (veh/h) 3 193 24 53 625 10 334 6 35 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 0.97 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 3 205 21 56 665 11 355 6 9 0 0 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 507 1948 197 805 2295 38 384 6 341 0 2 0
Arrive On Green 0.01 0.60 0.60 0.10 1.00 1.00 0.22 0.22 0.22 0.00 0.00 0.00 Sat Flow, veh/h 1696 3231 327 1767 3549 59 1723 29 1530 0 1856 0 Grp Volume(v), veh/h 3 111 115 56 330 346 361 0 9 0 0 0 Grp Sat Flow(s),veh/h/ln1696 1763 1795 1767 1763 1845 1752 0 1530 0 1856 0 Q Serve(g_s), s 0.1 3.2 3.3 1.3 0.0 0.0 24.2 0.0 0.6 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 3.2 3.3 1.3 0.0 0.0 24.2 0.0 0.6 0.0 0.0 0.0 Prop In Lane 1.00 0.18 1.00 0.03 0.98 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 507 1063 1082 805 1140 1193 390 0 341 0 2 0 V/C Ratio(X) 0.01 0.10 0.11 0.07 0.29 0.29 0.92 0.00 0.03 0.00 0.00 0.00 Avail Cap(c_a), veh/h 710 1063 1082 939 1140 1193 418 0 365 0 433 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.95 0.95 0.95 0.88 0.88 0.88 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 9.2 10.1 10.1 6.6 0.0 0.0 45.6 0.0 36.5 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.2 0.2 0.0 0.6 0.5 24.6 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 1.3 1.3 0.4 0.2 0.2 13.1 0.0 0.2 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 9.2 10.3 10.3 6.6 0.6 0.5 70.2 0.0 36.5 0.0 0.0 0.0 LnGrp LOS A B B A A A E D
Approach Vol, veh/h 229 732 370 0
Approach Delay, s/veh 10.3 1.0 69.4 0.0
Approach LOS B A E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.7 83.2 0.0 9.9 77.9 32.1
Change Period (Y+Rc), s 4.0 5.6 5.0 4.0 * 5.6 5.4
Max Green Setting (Gmax), s15.0 28.4 28.0 15.0 * 29 28.6 Max Q Clear Time (g_c+I1), s2.1 2.0 0.0 3.3 5.3 26.2
Green Ext Time (p_c), s 0.0 4.2 0.0 0.0 1.2 0.4
Intersection Summary
HCM 7th Control Delay, s/veh 21.6
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. "i tf.

HCM Signalized Intersection Capacity Analysis Existing Plus Project AM 3: Bristol Pkwy & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 955 296 43 3110 19 320 7 53 4 0 2 Future Volume (vph) 7 955 296 43 3110 19 320 7 53 4 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 10 10 11 10 10 12 10 10 10 12 12 12
Total Lost time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.88 0.85 0.95
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.97 Satd. Flow (prot) 1636 4700 1493 3173 4700 1568 3173 1444 1390 3222 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.97 Satd. Flow (perm) 1636 4700 1493 3173 4700 1568 3173 1444 1390 3222 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 7 985 305 44 3206 20 330 7 55 4 0 2
RTOR Reduction (vph) 0 0 108 0 0 8 0 22 24 0 6 0
Lane Group Flow (vph) 7 985 197 44 3206 12 330 10 6 0 0 0 Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Perm Split NA pt+ov Split NA Protected Phases 5 2 1 6 4 4 1 4 3 3
Permitted Phases 2 6
Actuated Green, G (s) 2.2 66.7 66.7 5.8 70.3 70.3 16.3 16.3 27.9 6.4 Effective Green, g (s) 2.2 66.7 66.7 5.8 70.3 70.3 16.3 16.3 22.1 6.4 Actuated g/C Ratio 0.02 0.56 0.56 0.05 0.59 0.59 0.14 0.14 0.18 0.05 Clearance Time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 5.8
Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 Lane Grp Cap (vph) 29 2612 829 153 2753 918 430 196 255 171 v/s Ratio Prot 0.00 c0.21 0.01 c0.68 c0.10 0.01 0.00 c0.00 v/s Ratio Perm 0.13 0.01
v/c Ratio 0.24 0.38 0.24 0.29 1.16 0.01 0.77 0.05 0.02 0.00 Uniform Delay, d1 58.1 15.0 13.6 55.1 24.9 10.4 50.0 45.1 40.1 53.8 Progression Factor 1.00 1.00 1.00 0.84 1.51 1.00 0.87 1.39 1.00 1.00 Incremental Delay, d2 1.6 0.4 0.7 0.1 75.4 0.0 6.8 0.0 0.0 0.0 Delay (s) 59.6 15.4 14.3 46.5 113.0 10.4 50.3 62.9 40.1 53.8 Level of Service E B B D F B D E D D
Approach Delay (s/veh) 15.4 111.5 50.6 53.8
Approach LOS B F D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 81.5 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.01
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 24.8 Intersection Capacity Utilization 85.8% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
t
HCM 7th Signalized Intersection Summary Existing Plus Project AM 4: Bristol Pkwy & Hannum Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 151 100 60 299 39 282 326 136 103 163 48 Future Volume (veh/h) 4 151 100 60 299 39 282 326 136 103 163 48 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 4 161 55 64 318 24 300 347 104 110 173 23 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 630 1958 868 699 1958 957 325 665 196 315 354 46 Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.18 0.25 0.25 0.02 0.04 0.04 Sat Flow, veh/h 1026 3526 1562 1151 3526 1562 1767 2678 790 3428 3127 409 Grp Volume(v), veh/h 4 161 55 64 318 24 300 227 224 110 96 100 Grp Sat Flow(s),veh/h/ln1026 1763 1562 1151 1763 1562 1767 1763 1705 1714 1763 1773 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 20.0 13.3 13.7 3.7 6.4 6.6 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 20.0 13.3 13.7 3.7 6.4 6.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.46 1.00 0.23
Lane Grp Cap(c), veh/h 630 1958 868 699 1958 957 325 438 424 315 200 201 V/C Ratio(X) 0.01 0.08 0.06 0.09 0.16 0.03 0.92 0.52 0.53 0.35 0.48 0.50 Avail Cap(c_a), veh/h 630 1958 868 699 1958 957 327 591 571 511 451 454 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 0.97 0.97 0.97 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 48.2 38.9 39.0 54.0 54.3 54.4 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.3 0.2 0.0 30.4 0.9 1.0 0.2 1.7 1.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.0 0.0 0.0 0.0 0.0 11.4 5.8 5.8 1.6 3.0 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.0 0.0 0.3 0.2 0.0 78.5 39.8 40.0 54.2 56.0 56.2 LnGrp LOS A A A A A A E D D D E E
Approach Vol, veh/h 220 406 751 306
Approach Delay, s/veh 0.0 0.2 55.4 55.4
Approach LOS A A E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s12.1 35.6 72.3 27.8 19.9 72.3
Change Period (Y+Rc), s 5.3 5.8 * 5.6 5.8 6.3 * 5.6
Max Green Setting (Gmax), s13.7 40.2 * 49 22.2 30.7 * 49 Max Q Clear Time (g_c+I1), s5.7 15.7 2.0 22.0 8.6 2.0
Green Ext Time (p_c), s 0.1 2.7 2.5 0.0 1.0 1.2
Intersection Summary
HCM 7th Control Delay, s/veh 34.8
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. _ 'f'i tT+
HCM 7th TWSC Existing Plus Project AM
5: Bristol Pkwy & Uplander Way Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 1.6
Movement WBLWBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 47 44 617 30 21 269
Future Vol, veh/h 47 44 617 30 21 269
Conflicting Peds, #/hr0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 30 - - - -
Veh in Median Storage, #0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 48 45 636 31 22 277
Major/Minor Minor1 Major1 Major2
Conflicting Flow All834 334 0 0 667 0
Stage 1 652 - - - - -
Stage 2 182 - - - - -
Critical Hdwy 6.86 6.96 - - 4.16 -
Critical Hdwy Stg 15.86 - - - - -
Critical Hdwy Stg 25.86 - - - - -
Follow-up Hdwy 3.53 3.33 - - 2.23 -
Pot Cap-1 Maneuver305 659 - - 912 -
Stage 1 478 - - - - -
Stage 2 828 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver297 659 - - 912 -
Mov Cap-2 Maneuver297 - - - - -
Stage 1 478 - - - - -
Stage 2 807 - - - - -
Approach WB NB SB
HCM Control Delay, s/v15.31 0 0.84

HCM LOS C
Minor Lane/Major MvmtNBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 297 659 261 -
HCM Lane V/C Ratio - - 0.1630.0690.024 -
HCM Control Delay (s/veh)- - 19.5 10.9 9 0.2
HCM Lane LOS - - C B A A
HCM 95th %tile Q(veh) - - 0.6 0.2 0.1 -
HCM 7th Signalized Intersection Summary Existing Plus Project AM 6: Bristol Pkwy & Green Valley Cir Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 59 79 23 15 379 256 178 427 37 79 95 42 Future Volume (veh/h) 59 79 23 15 379 256 178 427 37 79 95 42 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 63 84 9 16 403 167 189 454 37 84 101 19 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 325 1139 120 571 862 353 658 734 60 341 1289 236 Arrive On Green 0.35 0.35 0.35 0.35 0.35 0.35 0.43 0.43 0.43 0.43 0.43 0.43 Sat Flow, veh/h 832 3215 339 1283 2433 995 1256 1692 138 896 2972 545 Grp Volume(v), veh/h 63 45 48 16 291 279 189 0 491 84 59 61 Grp Sat Flow(s),veh/h/ln 832 1763 1791 1283 1763 1665 1256 0 1830 896 1763 1754 Q Serve(g_s), s 3.3 0.9 0.9 0.4 6.6 6.8 5.4 0.0 10.8 4.2 1.0 1.1 Cycle Q Clear(g_c), s 10.0 0.9 0.9 1.3 6.6 6.8 6.5 0.0 10.8 14.9 1.0 1.1 Prop In Lane 1.00 0.19 1.00 0.60 1.00 0.08 1.00 0.31
Lane Grp Cap(c), veh/h 325 625 635 571 625 590 658 0 793 341 764 760 V/C Ratio(X) 0.19 0.07 0.07 0.03 0.47 0.47 0.29 0.00 0.62 0.25 0.08 0.08 Avail Cap(c_a), veh/h 993 2039 2071 1599 2039 1926 1565 0 2116 989 2039 2028 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh16.9 11.1 11.1 11.6 12.9 13.0 10.5 0.0 11.4 17.2 8.6 8.6 Incr Delay (d2), s/veh 0.6 0.1 0.1 0.0 1.2 1.3 0.5 0.0 1.7 0.8 0.1 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.6 0.3 0.3 0.1 2.4 2.3 1.3 0.0 3.8 0.8 0.3 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 17.5 11.2 11.2 11.6 14.1 14.3 11.0 0.0 13.1 17.9 8.7 8.7 LnGrp LOS B B B B B B B B B A A
Approach Vol, veh/h 156 586 680 204
Approach Delay, s/veh 13.8 14.1 12.5 12.5
Approach LOS B B B B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 28.0 23.9 28.0 23.9
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green Setting (Gmax), s 60.0 60.0 60.0 60.0
Max Q Clear Time (g_c+I1), s 12.8 12.0 16.9 8.8
Green Ext Time (p_c), s 9.3 1.9 2.4 8.3
Intersection Summary
HCM 7th Control Delay, s/veh 13.2
HCM 7th LOS B
HCM 7th Signalized Intersection Summary Existing Plus Project AM 7: Uplander Way & Hannum Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)22 196 2 16 394 22 62 0 74 6 0 2
Future Volume (veh/h)22 196 2 16 394 22 62 0 74 6 0 2
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 0.99 1.00 0.99 0.98 0.97 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h25 220 1 18 443 18 70 0 10 7 5 -4
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 754 2456 1087 881 2435 1078 261 0 209 137 86 216 Arrive On Green 0.03 0.70 0.70 0.05 1.00 1.00 0.14 0.00 0.14 0.14 0.14 0.00 Sat Flow, veh/h 1767 3526 1560 1767 3526 1560 1464 0 1528 654 628 1572 Grp Volume(v), veh/h25 220 1 18 443 18 70 0 10 12 0 -4
Grp Sat Flow(s),veh/h/ln1767 1763 1560 1767 1763 1560 1464 0 1528 1282 0 1572 Q Serve(g_s), s 0.5 2.4 0.0 0.3 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.0 Cycle Q Clear(g_c), s0.5 2.4 0.0 0.3 0.0 0.0 4.4 0.0 0.7 4.4 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 0.58 1.00
Lane Grp Cap(c), veh/h754 2456 1087 881 2435 1078 261 0 209 223 0 216 V/C Ratio(X) 0.03 0.09 0.00 0.02 0.18 0.02 0.27 0.00 0.05 0.05 0.00 -0.02 Avail Cap(c_a), veh/h894 2456 1087 1047 2435 1078 409 0 374 388 0 385 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.87 0.87 0.87 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh4.6 5.9 5.5 4.6 0.0 0.0 46.6 0.0 45.0 45.0 0.0 0.0 Incr Delay (d2), s/veh0.0 0.1 0.0 0.0 0.1 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.2 0.8 0.0 0.1 0.0 0.0 1.9 0.0 0.3 0.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh4.6 6.0 5.5 4.6 0.1 0.0 46.8 0.0 45.0 45.0 0.0 0.0 LnGrp LOS A A A A A A D D D
Approach Vol, veh/h 246 479 80 8
Approach Delay, s/veh 5.8 0.3 46.6 67.6
Approach LOS A A D E
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.5 88.5 22.0 8.8 89.2 22.0
Change Period (Y+Rc), s5.5 5.6 5.6 5.6 * 5.6 5.6
Max Green Setting (Gmax), s13.5 60.4 29.4 14.4 * 60 29.4 Max Q Clear Time (g_c+I1), s2.5 2.0 6.4 2.3 4.4 6.4
Green Ext Time (p_c), s0.0 3.2 0.2 0.0 1.5 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 7.2
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement. * HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Existing Plus Project AM 8: Buckingham Pkwy & Hannum Ave & Driveway Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 186 80 45 219 7 230 3 90 0 0 0 Future Volume (veh/h) 3 186 80 45 219 7 230 3 90 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.98 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 3 207 51 50 243 6 256 3 29 0 0 0
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 10 2236 990 846 2377 59 373 334 353 60 334 0 Arrive On Green 0.01 1.00 1.00 0.09 1.00 1.00 0.18 0.18 0.18 0.00 0.00 0.00 Sat Flow, veh/h 1767 3526 1561 1767 3515 87 1741 1856 1549 1366 1856 0 Grp Volume(v), veh/h 3 207 51 50 122 127 256 3 29 0 0 0 Grp Sat Flow(s),veh/h/ln1767 1763 1561 1767 1763 1839 1741 1856 1549 1366 1856 0 Q Serve(g_s), s 0.2 0.0 0.0 1.0 0.0 0.0 17.0 0.2 1.8 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.2 0.0 0.0 1.0 0.0 0.0 17.0 0.2 1.8 0.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.05 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 10 2236 990 846 1192 1244 373 334 353 60 334 0 V/C Ratio(X) 0.31 0.09 0.05 0.06 0.10 0.10 0.69 0.01 0.08 0.00 0.00 0.00 Avail Cap(c_a), veh/h 202 2236 990 964 1192 1244 527 498 490 181 498 0 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.99 0.99 0.99 1.00 1.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 59.1 0.0 0.0 5.4 0.0 0.0 47.3 40.4 36.5 0.0 0.0 0.0 Incr Delay (d2), s/veh 6.3 0.1 0.1 0.0 0.2 0.2 0.8 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 0.0 0.0 0.3 0.1 0.1 7.4 0.1 0.7 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 65.4 0.1 0.1 5.4 0.2 0.2 48.1 40.4 36.5 0.0 0.0 0.0 LnGrp LOS E A A A A A D D D
Approach Vol, veh/h 261 299 288 0
Approach Delay, s/veh 0.8 1.0 46.9 0.0
Approach LOS A A D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s6.0 86.6 27.4 11.0 81.6 27.4
Change Period (Y+Rc), s 5.3 5.5 5.8 5.3 5.5 5.8
Max Green Setting (Gmax), s13.7 57.5 32.2 13.7 57.5 32.2 Max Q Clear Time (g_c+I1), s2.2 2.0 19.0 3.0 2.0 0.0
Green Ext Time (p_c), s 0.0 1.5 0.3 0.0 1.6 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 16.6
HCM 7th LOS B
" t .,, " T+
HCM 7th Signalized Intersection Summary Existing Plus Project AM 9: Buckingham Pkwy & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)63 861 35 180 3130 36 64 27 261 17 4 13 Future Volume (veh/h)63 861 35 180 3130 36 64 27 261 17 4 13 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h67 916 24 191 3330 37 68 94 73 18 4 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 310 3447 1068 1100 3547 39 208 202 261 131 202 169 Arrive On Green 0.10 1.00 1.00 0.06 0.69 0.69 0.04 0.04 0.04 0.11 0.11 0.11 Sat Flow, veh/h 3428 5066 1570 3428 5165 57 1384 1856 1555 1201 1856 1555 Grp Volume(v), veh/h67 916 24 191 2173 1194 68 94 73 18 4 2 Grp Sat Flow(s),veh/h/ln1714 1689 1570 1714 1689 1845 1384 1856 1555 1201 1856 1555 Q Serve(g_s), s 0.6 0.0 0.0 1.8 67.9 68.9 5.8 6.0 5.2 1.7 0.2 0.1 Cycle Q Clear(g_c), s0.6 0.0 0.0 1.8 67.9 68.9 6.0 6.0 5.2 7.7 0.2 0.1 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h310 3447 1068 1100 2319 1267 208 202 261 131 202 169 V/C Ratio(X) 0.22 0.27 0.02 0.17 0.94 0.94 0.33 0.47 0.28 0.14 0.02 0.01 Avail Cap(c_a), veh/h580 3447 1068 1349 2319 1267 450 527 533 342 527 442 HCM Platoon Ratio2.00 2.00 2.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 0.95 0.95 0.95 0.09 0.09 0.09 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh29.2 0.0 0.0 4.3 16.5 16.7 54.6 54.4 47.4 53.9 47.8 47.7 Incr Delay (d2), s/veh0.1 0.2 0.0 0.0 1.0 1.9 0.3 0.6 0.2 0.2 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.6 0.1 0.0 0.5 21.4 24.0 2.1 2.9 2.1 0.5 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh29.3 0.2 0.0 4.3 17.5 18.6 54.9 55.1 47.6 54.1 47.8 47.7 LnGrp LOS C A A A B B D E D D D D
Approach Vol, veh/h 1007 3558 235 24
Approach Delay, s/veh 2.1 17.2 52.7 52.5
Approach LOS A B D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.3 87.8 19.0 12.5 88.5 19.0
Change Period (Y+Rc), s6.3 6.1 5.9 6.3 6.1 5.9
Max Green Setting (Gmax), s15.7 51.9 34.1 15.7 51.9 34.1 Max Q Clear Time (g_c+I1), s3.8 2.0 8.0 2.6 70.9 9.7
Green Ext Time (p_c), s0.2 15.0 0.5 0.1 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh15.9
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary Existing Plus Project AM 10: Shenandoah Ave & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)44 1054 40 10 2822 15 324 14 3 16 4 174 Future Volume (veh/h)44 1054 40 10 2822 15 324 14 3 16 4 174 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h47 1121 38 11 3002 16 345 15 1 17 4 45 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 117 1966 67 407 2972 16 402 456 384 116 43 259 Arrive On Green 0.04 0.26 0.26 0.23 0.57 0.57 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 1767 5031 170 1767 5200 28 1337 1856 1561 317 175 1054 Grp Volume(v), veh/h47 752 407 11 1948 1070 345 15 1 66 0 0 Grp Sat Flow(s),veh/h/ln1767 1689 1824 1767 1689 1851 1337 1856 1561 1546 0 0 Q Serve(g_s), s 3.1 23.2 23.2 0.6 68.6 68.6 25.7 0.7 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s3.1 23.2 23.2 0.6 68.6 68.6 29.5 0.7 0.1 3.8 0.0 0.0 Prop In Lane 1.00 0.09 1.00 0.01 1.00 1.00 0.26 0.68
Lane Grp Cap(c), veh/h117 1320 713 407 1930 1058 402 456 384 418 0 0 V/C Ratio(X) 0.40 0.57 0.57 0.03 1.01 1.01 0.86 0.03 0.00 0.16 0.00 0.00 Avail Cap(c_a), veh/h177 1801 973 407 1930 1058 402 456 384 418 0 0 HCM Platoon Ratio0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.96 0.96 0.96 0.25 0.25 0.25 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh55.1 35.5 35.5 35.8 25.7 25.7 44.9 34.4 34.1 35.6 0.0 0.0 Incr Delay (d2), s/veh0.8 0.8 1.5 0.0 12.5 16.8 16.7 0.0 0.0 0.8 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.4 10.0 10.9 0.2 27.5 31.5 12.2 0.3 0.0 1.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh55.9 36.3 37.0 35.8 38.2 42.5 61.6 34.4 34.2 36.4 0.0 0.0 LnGrp LOS E D D D F F E C C D
Approach Vol, veh/h 1206 3029 361 66
Approach Delay, s/veh 37.3 39.8 60.4 36.4
Approach LOS D D E D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s11.4 74.1 34.5 33.1 52.4 34.5
Change Period (Y+Rc), s3.5 5.5 5.0 5.5 * 5.5 5.0
Max Green Setting (Gmax), s12.0 64.5 29.5 12.5 * 64 29.5 Max Q Clear Time (g_c+I1), s5.1 70.6 31.5 2.6 25.2 5.8
Green Ext Time (p_c), s0.0 0.0 0.0 0.0 17.6 0.3
Intersection Summary
HCM 7th Control Delay, s/veh40.7
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Existing Plus Project AM 11: Corning Ave & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)12 1042 11 34 2766 74 71 26 96 91 13 21 Future Volume (veh/h)12 1042 11 34 2766 74 71 26 96 91 13 21 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.96 0.96 0.98 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h13 1145 11 37 3040 79 78 29 10 100 14 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 52 3369 32 104 3457 89 160 139 113 255 314 262 Arrive On Green 0.03 0.65 0.65 0.12 1.00 1.00 0.07 0.07 0.07 0.07 0.17 0.17 Sat Flow, veh/h 1767 5174 50 1767 5078 131 1334 1856 1516 1767 1856 1547 Grp Volume(v), veh/h13 747 409 37 2013 1106 78 29 10 100 14 5 Grp Sat Flow(s),veh/h/ln1767 1689 1847 1767 1689 1832 1334 1856 1516 1767 1856 1547 Q Serve(g_s), s 0.9 11.9 11.9 2.3 0.0 0.0 6.9 1.8 0.7 6.1 0.8 0.3 Cycle Q Clear(g_c), s0.9 11.9 11.9 2.3 0.0 0.0 6.9 1.8 0.7 6.1 0.8 0.3 Prop In Lane 1.00 0.03 1.00 0.07 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h52 2199 1202 104 2299 1247 160 139 113 255 314 262 V/C Ratio(X) 0.25 0.34 0.34 0.35 0.88 0.89 0.49 0.21 0.09 0.39 0.04 0.02 Avail Cap(c_a), veh/h177 2199 1202 221 2299 1247 232 240 196 294 456 380 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.69 0.69 0.69 0.56 0.56 0.56 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh57.0 9.4 9.4 50.8 0.0 0.0 54.6 52.2 51.7 45.3 41.7 41.6 Incr Delay (d2), s/veh0.6 0.3 0.5 0.4 2.9 5.7 2.3 0.7 0.3 0.7 0.1 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 3.9 4.4 1.0 0.9 2.0 2.4 0.9 0.3 2.7 0.4 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh57.6 9.7 9.9 51.2 2.9 5.7 56.9 52.9 52.0 46.0 41.8 41.6 LnGrp LOS E A A D A A E D D D D D
Approach Vol, veh/h 1169 3156 117 119
Approach Delay, s/veh 10.3 4.5 55.5 45.4
Approach LOS B A E D
Timer - Assigned Phs1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.5 87.2 25.3 11.1 83.6 11.3 14.0 Change Period (Y+Rc), s4.0 5.5 5.0 4.0 5.5 3.5 5.0
Max Green Setting (Gmax), s12.0 64.0 29.5 15.0 61.0 10.5 15.5 Max Q Clear Time (g_c+I1), s2.9 2.0 2.8 4.3 13.9 8.1 8.9 Green Ext Time (p_c), s0.0 60.6 0.0 0.0 19.0 0.0 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 8.3
HCM 7th LOS A
Existing Plus Project AMHCM Signalized Intersection Capacity Analysis 12A: La Cienega Blvd SB & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1148 114 74 1960 0 0 0 0 45 0 924 Future Volume (vph) 0 1148 114 74 1960 0 0 0 0 45 0 924 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 7.0 6.0 7.5 5.5
Lane Util. Factor 0.81 1.00 0.91 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.99 1.00 1.00 1.00 0.85
Flt Protected 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 7344 1752 5036 1752 2760
Flt Permitted 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 7344 1752 5036 1752 2760
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 1248 124 80 2130 0 0 0 0 49 0 1004
RTOR Reduction (vph) 0 14 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 1358 0 80 2130 0 0 0 0 49 0 1004 Confl. Peds. (#/hr) 4 5 5 4
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Prot NA Prot custom
Protected Phases 6 4 5 2 4 3 1 3
Permitted Phases 6
Actuated Green, G (s) 28.5 55.9 68.9 17.1 51.6
Effective Green, g (s) 28.5 55.9 61.9 17.1 51.6
Actuated g/C Ratio 0.24 0.47 0.52 0.14 0.43
Clearance Time (s) 6.0 7.5
Vehicle Extension (s) 4.0 1.5
Lane Grp Cap (vph) 1744 816 2597 249 1186
v/s Ratio Prot 0.18 0.05 c0.42 0.03 c0.27
v/s Ratio Perm 0.10
v/c Ratio 0.78 0.10 0.82 0.20 0.85
Uniform Delay, d1 42.8 17.9 24.4 45.4 30.7
Progression Factor 0.54 1.89 1.57 1.00 1.00
Incremental Delay, d2 3.3 0.0 0.2 0.1 5.5
Delay (s) 26.4 33.9 38.5 45.5 36.2
Level of Service C C D D D
Approach Delay (s/veh) 26.4 38.3 0.0 36.6
Approach LOS C D A D
Intersection Summary
HCM 2000 Control Delay (s/veh) 34.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.91
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 99.8% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
_______ tttt~ 't ttt
Existing Plus Project AMHCM Signalized Intersection Capacity Analysis 12B: La Cienega Blvd NB & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 231 957 0 0 1617 44 415 2 128 0 0 0 Future Volume (vph) 231 957 0 0 1617 44 415 2 128 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 7.5 6.0 6.0 7.0 7.0 5.0
Lane Util. Factor 0.97 0.91 0.86 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (prot) 3400 5036 6346 1537 1665 1670 1550
Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (perm) 3400 5036 6346 1537 1665 1670 1550
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 257 1063 0 0 1797 49 461 2 142 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 40 0 0 0 0 0 0
Lane Group Flow (vph) 257 1063 0 0 1797 9 230 233 142 0 0 0 Confl. Peds. (#/hr) 4 4 3
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Split NA custom
Protected Phases 1 3 3 6 2 4 4 5
Permitted Phases 2 4
Actuated Green, G (s) 37.6 51.6 23.0 23.0 38.9 38.9 48.9 Effective Green, g (s) 37.6 45.6 23.0 23.0 38.9 38.9 48.9 Actuated g/C Ratio 0.31 0.38 0.19 0.19 0.32 0.32 0.41
Clearance Time (s) 6.0 6.0 7.0 7.0 5.0
Vehicle Extension (s) 4.0 4.0 3.0 3.0 1.5
Lane Grp Cap (vph) 1065 1913 1216 294 539 541 631
v/s Ratio Prot 0.08 c0.21 c0.28 0.14 c0.14 0.02
v/s Ratio Perm 0.01 0.07
v/c Ratio 0.24 0.56 1.48 0.03 0.43 0.43 0.23
Uniform Delay, d1 30.6 29.2 48.5 39.4 31.8 31.9 23.2
Progression Factor 0.18 0.05 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.0 0.1 219.5 0.2 0.5 0.6 0.1
Delay (s) 5.4 1.6 268.0 39.6 32.4 32.4 23.3
Level of Service A A F D C C C
Approach Delay (s/veh) 2.4 261.9 30.2 0.0
Approach LOS A F C A
Intersection Summary
HCM 2000 Control Delay (s/veh) 133.9 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 99.8% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
"i"i ttt ___ tttt ., "i ., ____ _
HCM 7th TWSC Existing Plus Project AM
901: Bristol Pkwy & Dwy A Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 1.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 98 646 9 0 323
Future Vol, veh/h 0 98 646 9 0 323
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 107 702 10 0 351
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 883 356 0 0 712 0
Stage 1 707 - - - - -
Stage 2 176 - - - - -
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 285 640 - - 884 -
Stage 1 450 - - - - -
Stage 2 837 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 285 640 - - 884 -
Mov Cap-2 Maneuver 285 - - - - -
Stage 1 450 - - - - -
Stage 2 837 - - - - -
Approach WB NB SB
HCM Control Delay, s/v11.74 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 640 884 -
HCM Lane V/C Ratio - - 0.166 - -
HCM Control Delay (s/veh) - - 11.7 0 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.6 0 -
tT+
HCM 7th TWSC Existing Plus Project AM
902: Uplander Way & Dwy B Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 95 16 67 41 12 6
Future Vol, veh/h 95 16 67 41 12 6
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 103 17 73 45 13 7
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 207 16 20 0 - 0
Stage 1 16 - - - - -
Stage 2 190 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 782 1063 1597 - - -
Stage 1 1006 - - - - -
Stage 2 842 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 745 1063 1597 - - -
Mov Cap-2 Maneuver 745 - - - - -
Stage 1 959 - - - - -
Stage 2 842 - - - - -
Approach EB NB SB
HCM Control Delay, s/v10.47 4.57 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1117 - 779 - -
HCM Lane V/C Ratio 0.046 - 0.155 - -
HCM Control Delay (s/veh) 7.4 0 10.5 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0.1 - 0.5 - -
HCM 7th TWSC Existing Plus Project AM
903: Uplander Way & Dwy C Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 5.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 16 35 37 10 37 54
Future Vol, veh/h 16 35 37 10 37 54
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 17 38 40 11 40 59
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 51 0 - 0 118 46
Stage 1 - - - - 46 -
Stage 2 - - - - 73 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1555 - - - 877 1024
Stage 1 - - - - 977 -
Stage 2 - - - - 950 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1555 - - - 867 1024
Mov Cap-2 Maneuver - - - - 867 -
Stage 1 - - - - 966 -
Stage 2 - - - - 950 -
Approach EB WB SB
HCM Control Delay, s/v 2.3 0 9.21

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 565 - - - 954
HCM Lane V/C Ratio 0.011 - - - 0.104
HCM Control Delay (s/veh) 7.3 0 - - 9.2
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.3
HCM 7th Signalized Intersection Summary Existing Plus Project PM 1: Hannum Ave & Slauson Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 72 509 195 178 446 431 67 281 273 210 543 49 Future Volume (veh/h) 72 509 195 178 446 431 67 281 273 210 543 49 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 75 530 160 185 465 203 70 293 0 219 566 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 119 1850 544 245 2432 753 220 695 268 735
Arrive On Green 0.07 0.48 0.48 0.07 0.48 0.48 0.07 0.20 0.00 0.08 0.21 0.00 Sat Flow, veh/h 1767 3885 1141 3428 5066 1569 3291 3526 1572 3428 3526 1572 Grp Volume(v), veh/h 75 459 231 185 465 203 70 293 0 219 566 0 Grp Sat Flow(s),veh/h/ln1767 1689 1649 1714 1689 1569 1646 1763 1572 1714 1763 1572 Q Serve(g_s), s 5.8 11.5 12.0 7.4 7.4 10.8 2.8 10.2 0.0 8.8 21.2 0.0 Cycle Q Clear(g_c), s 5.8 11.5 12.0 7.4 7.4 10.8 2.8 10.2 0.0 8.8 21.2 0.0 Prop In Lane 1.00 0.69 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 119 1608 785 245 2432 753 220 695 268 735 V/C Ratio(X) 0.63 0.29 0.29 0.76 0.19 0.27 0.32 0.42 0.82 0.77 Avail Cap(c_a), veh/h 188 1608 785 365 2432 753 346 949 360 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.87 0.87 0.87 0.99 0.99 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh63.6 22.2 22.3 63.8 20.8 21.7 62.3 49.2 0.0 63.5 52.2 0.0 Incr Delay (d2), s/veh 2.0 0.4 1.0 1.8 0.2 0.8 0.3 0.9 0.0 7.7 4.4 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.6 4.6 4.7 3.2 2.9 4.1 1.2 4.6 0.0 4.1 9.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 65.6 22.7 23.3 65.6 21.0 22.5 62.6 50.1 0.0 71.2 56.7 0.0 LnGrp LOS E C C E C C E D E E
Approach Vol, veh/h 765 853 363 785
Approach Delay, s/veh 27.1 31.0 52.5 60.7
Approach LOS C C D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s16.1 72.8 15.6 35.5 15.6 73.3 17.3 33.9 Change Period (Y+Rc), s6.1 6.1 6.3 6.3 6.1 6.1 6.3 6.3
Max Green Setting (Gmax), s14.9 47.9 14.7 37.7 14.9 47.9 14.7 37.7 Max Q Clear Time (g_c+I1), s9.4 14.0 4.8 23.2 7.8 12.8 10.8 12.2 Green Ext Time (p_c), s 0.1 9.0 0.1 5.3 0.0 7.9 0.1 3.4 Intersection Summary
HCM 7th Control Delay, s/veh 41.2
HCM 7th LOS D
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 7th Signalized Intersection Summary Existing Plus Project PM 2: Fox Hills Dr/Driveway & Hannum Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 697 161 138 452 1 176 0 130 1 2 10 Future Volume (veh/h) 0 697 161 138 452 1 176 0 130 1 2 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.96 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 0 741 161 147 481 1 187 0 24 1 2 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 587 1738 378 448 2509 5 240 0 206 15 31 15
Arrive On Green 0.00 0.60 0.60 0.12 1.00 1.00 0.14 0.00 0.14 0.04 0.04 0.04 Sat Flow, veh/h 1696 2878 625 1767 3609 8 1767 0 1515 432 864 432 Grp Volume(v), veh/h 0 454 448 147 235 247 187 0 24 4 0 0 Grp Sat Flow(s),veh/h/ln1696 1763 1741 1767 1763 1854 1767 0 1515 1728 0 0 Q Serve(g_s), s 0.0 16.5 16.5 3.6 0.0 0.0 12.3 0.0 1.7 0.3 0.0 0.0 Cycle Q Clear(g_c), s 0.0 16.5 16.5 3.6 0.0 0.0 12.3 0.0 1.7 0.3 0.0 0.0 Prop In Lane 1.00 0.36 1.00 0.00 1.00 1.00 0.25 0.25
Lane Grp Cap(c), veh/h 587 1065 1051 448 1225 1289 240 0 206 61 0 0 V/C Ratio(X) 0.00 0.43 0.43 0.33 0.19 0.19 0.78 0.00 0.12 0.07 0.00 0.00 Avail Cap(c_a), veh/h 797 1065 1051 567 1225 1289 421 0 361 403 0 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.66 0.66 0.96 0.96 0.96 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 12.7 12.7 8.1 0.0 0.0 50.1 0.0 45.5 56.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.8 0.8 0.2 0.3 0.3 2.1 0.0 0.1 0.2 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 6.4 6.3 1.2 0.1 0.1 5.6 0.0 0.6 0.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 13.5 13.5 8.2 0.3 0.3 52.1 0.0 45.6 56.1 0.0 0.0 LnGrp LOS B B A A A D D E
Approach Vol, veh/h 902 629 211 4
Approach Delay, s/veh 13.5 2.2 51.4 56.1
Approach LOS B A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s0.0 89.0 9.2 10.9 78.1 21.7
Change Period (Y+Rc), s 4.0 5.6 5.0 4.0 * 5.6 5.4
Max Green Setting (Gmax), s15.0 28.4 28.0 15.0 * 29 28.6 Max Q Clear Time (g_c+I1), s0.0 2.0 2.3 5.6 18.5 14.3
Green Ext Time (p_c), s 0.0 2.8 0.0 0.1 4.1 0.6
Intersection Summary
HCM 7th Control Delay, s/veh 14.1
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. "i tf.

HCM Signalized Intersection Capacity Analysis Existing Plus Project PM 3: Bristol Pkwy & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 1482 416 109 1354 2 165 0 49 12 14 25 Future Volume (vph) 7 1482 416 109 1354 2 165 0 49 12 14 25 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 10 10 11 10 10 12 10 10 10 12 12 12
Total Lost time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 0.85 0.93
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1636 4700 1493 3173 4700 1568 3173 1390 1390 3205 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.99 Satd. Flow (perm) 1636 4700 1493 3173 4700 1568 3173 1390 1390 3205 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 7 1528 429 112 1396 2 170 0 51 12 14 26 RTOR Reduction (vph) 0 0 106 0 0 1 0 24 21 0 23 0
Lane Group Flow (vph) 7 1528 323 112 1396 1 170 2 4 0 29 0 Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Perm Split NA pt+ov Split NA Protected Phases 5 2 1 6 4 4 1 4 3 3
Permitted Phases 2 6
Actuated Green, G (s) 2.2 62.7 62.7 8.7 69.2 69.2 11.4 11.4 25.9 12.4 Effective Green, g (s) 2.2 62.7 62.7 8.7 69.2 69.2 11.4 11.4 20.1 12.4 Actuated g/C Ratio 0.02 0.52 0.52 0.07 0.58 0.58 0.10 0.10 0.17 0.10 Clearance Time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 5.8
Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 Lane Grp Cap (vph) 29 2455 780 230 2710 904 301 132 232 331 v/s Ratio Prot 0.00 c0.33 0.04 c0.30 c0.05 0.00 0.00 c0.01 v/s Ratio Perm 0.22 0.00
v/c Ratio 0.24 0.62 0.41 0.49 0.52 0.00 0.56 0.02 0.02 0.09 Uniform Delay, d1 58.1 20.3 17.5 53.5 15.3 10.8 51.9 49.2 41.7 48.7 Progression Factor 1.00 1.00 1.00 1.05 1.37 1.00 0.95 1.00 1.00 1.00 Incremental Delay, d2 1.6 1.2 1.6 0.6 0.7 0.0 1.4 0.0 0.0 0.0 Delay (s) 59.6 21.5 19.1 56.5 21.6 10.8 50.9 49.2 41.7 48.7 Level of Service E C B E C B D D D D
Approach Delay (s/veh) 21.1 24.2 49.7 48.7
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 24.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.56
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 24.8 Intersection Capacity Utilization 61.7% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
t
HCM 7th Signalized Intersection Summary Existing Plus Project PM 4: Bristol Pkwy & Hannum Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 563 288 88 288 88 129 127 131 257 246 76 Future Volume (veh/h) 14 563 288 88 288 88 129 127 131 257 246 76 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 15 599 296 94 306 68 137 135 26 273 262 54 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 676 2176 965 440 2176 1115 164 438 82 447 414 84 Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.15 0.15 0.03 0.05 0.05 Sat Flow, veh/h 997 3526 1563 616 3526 1563 1767 2954 555 3428 2912 590 Grp Volume(v), veh/h 15 599 296 94 306 68 137 79 82 273 157 159 Grp Sat Flow(s),veh/h/ln 997 1763 1563 616 1763 1563 1767 1763 1746 1714 1763 1739 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 9.1 4.8 5.0 9.3 10.5 10.8 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 9.1 4.8 5.0 9.3 10.5 10.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.32 1.00 0.34
Lane Grp Cap(c), veh/h 676 2176 965 440 2176 1115 164 261 259 447 251 247 V/C Ratio(X) 0.02 0.28 0.31 0.21 0.14 0.06 0.83 0.30 0.32 0.61 0.63 0.64 Avail Cap(c_a), veh/h 676 2176 965 440 2176 1115 327 591 585 511 451 445 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.89 0.89 0.89 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.89 0.89 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 53.5 45.6 45.7 54.8 54.0 54.2 Incr Delay (d2), s/veh 0.0 0.1 0.2 1.1 0.1 0.1 4.2 0.6 0.7 0.8 2.3 2.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.0 0.0 0.1 0.0 0.0 4.2 2.1 2.2 4.3 5.1 5.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.1 0.2 1.1 0.1 0.1 57.7 46.2 46.4 55.6 56.3 56.7 LnGrp LOS A A A A A A E D D E E E
Approach Vol, veh/h 910 468 298 589
Approach Delay, s/veh 0.1 0.3 51.5 56.1
Approach LOS A A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s16.7 23.6 79.7 17.0 23.4 79.7
Change Period (Y+Rc), s 5.3 5.8 * 5.6 5.8 6.3 * 5.6
Max Green Setting (Gmax), s13.7 40.2 * 49 22.2 30.7 * 49 Max Q Clear Time (g_c+I1), s11.3 7.0 2.0 11.1 12.8 2.0
Green Ext Time (p_c), s 0.1 0.9 3.4 0.1 1.6 5.9
Intersection Summary
HCM 7th Control Delay, s/veh 21.5
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. _ 'f'i tT+
HCM 7th TWSC Existing Plus Project PM
5: Bristol Pkwy & Uplander Way Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 1.6
Movement WBLWBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 56 33 304 36 34 593
Future Vol, veh/h 56 33 304 36 34 593
Conflicting Peds, #/hr0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 30 - - - -
Veh in Median Storage, #0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 58 34 313 37 35 611
Major/Minor Minor1 Major1 Major2
Conflicting Flow All708 175 0 0 351 0
Stage 1 332 - - - - -
Stage 2 376 - - - - -
Critical Hdwy 6.86 6.96 - - 4.16 -
Critical Hdwy Stg 15.86 - - - - -
Critical Hdwy Stg 25.86 - - - - -
Follow-up Hdwy 3.53 3.33 - - 2.23 -
Pot Cap-1 Maneuver367 835 - - 1198 -
Stage 1 696 - - - - -
Stage 2 661 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver354 835 - - 1198 -
Mov Cap-2 Maneuver354 - - - - -
Stage 1 696 - - - - -
Stage 2 638 - - - - -
Approach WB NB SB
HCM Control Delay, s/v14.3 0 0.68

HCM LOS B
Minor Lane/Major MvmtNBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 354 835 195 -
HCM Lane V/C Ratio - - 0.1630.0410.029 -
HCM Control Delay (s/veh)- - 17.1 9.5 8.1 0.3
HCM Lane LOS - - C A A A
HCM 95th %tile Q(veh) - - 0.6 0.1 0.1 -
HCM 7th Signalized Intersection Summary Existing Plus Project PM 6: Bristol Pkwy & Green Valley Cir Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 64 267 128 34 183 78 75 155 37 236 406 67 Future Volume (veh/h) 64 267 128 34 183 78 75 155 37 236 406 67 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 68 284 83 36 195 39 80 165 32 251 432 60 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 450 874 250 383 950 186 475 697 135 604 1436 198 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.46 0.46 0.46 0.46 0.46 0.46 Sat Flow, veh/h 1130 2698 772 1002 2933 575 895 1509 293 1172 3109 429 Grp Volume(v), veh/h 68 184 183 36 116 118 80 0 197 251 244 248 Grp Sat Flow(s),veh/h/ln1130 1763 1707 1002 1763 1745 895 0 1801 1172 1763 1776 Q Serve(g_s), s 2.4 4.0 4.2 1.4 2.4 2.5 3.2 0.0 3.4 8.5 4.4 4.5 Cycle Q Clear(g_c), s 4.9 4.0 4.2 5.6 2.4 2.5 7.6 0.0 3.4 11.8 4.4 4.5 Prop In Lane 1.00 0.45 1.00 0.33 1.00 0.16 1.00 0.24
Lane Grp Cap(c), veh/h 450 571 553 383 571 565 475 0 832 604 814 820 V/C Ratio(X) 0.15 0.32 0.33 0.09 0.20 0.21 0.17 0.00 0.24 0.42 0.30 0.30 Avail Cap(c_a), veh/h 1405 2060 1995 1229 2060 2040 1109 0 2105 1433 2060 2075 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh14.4 13.1 13.1 15.3 12.6 12.6 11.0 0.0 8.3 11.9 8.6 8.6 Incr Delay (d2), s/veh 0.3 0.7 0.7 0.2 0.4 0.4 0.4 0.0 0.3 1.0 0.4 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.6 1.5 1.5 0.3 0.9 0.9 0.6 0.0 1.1 1.9 1.4 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 14.7 13.8 13.9 15.5 12.9 13.0 11.4 0.0 8.7 12.9 9.1 9.1 LnGrp LOS B B B B B B B A B A A
Approach Vol, veh/h 435 270 277 743
Approach Delay, s/veh 14.0 13.3 9.4 10.4
Approach LOS B B A B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 29.2 22.1 29.2 22.1
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green Setting (Gmax), s 60.0 60.0 60.0 60.0
Max Q Clear Time (g_c+I1), s 9.6 6.9 13.8 7.6
Green Ext Time (p_c), s 3.5 5.5 9.6 3.3
Intersection Summary
HCM 7th Control Delay, s/veh 11.6
HCM 7th LOS B
HCM 7th Signalized Intersection Summary Existing Plus Project PM 7: Uplander Way & Hannum Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)13 842 97 101 213 6 30 0 40 24 0 60 Future Volume (veh/h)13 842 97 101 213 6 30 0 40 24 0 60 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)0.99 0.99 1.00 0.99 0.97 0.97 0.97 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h15 946 88 113 239 5 34 0 5 27 0 0
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 889 2359 1043 457 2482 1098 256 0 205 219 0 211 Arrive On Green 0.02 0.67 0.67 0.11 1.00 1.00 0.13 0.00 0.13 0.13 0.00 0.00 Sat Flow, veh/h 1767 3526 1560 1767 3526 1560 1463 0 1527 1185 0 1572 Grp Volume(v), veh/h15 946 88 113 239 5 34 0 5 27 0 0
Grp Sat Flow(s),veh/h/ln1767 1763 1560 1767 1763 1560 1463 0 1527 1185 0 1572 Q Serve(g_s), s 0.3 14.6 2.4 2.3 0.0 0.0 0.0 0.0 0.3 2.1 0.0 0.0 Cycle Q Clear(g_c), s0.3 14.6 2.4 2.3 0.0 0.0 2.1 0.0 0.3 4.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h889 2359 1043 457 2482 1098 256 0 205 219 0 211 V/C Ratio(X) 0.02 0.40 0.08 0.25 0.10 0.00 0.13 0.00 0.02 0.12 0.00 0.00 Avail Cap(c_a), veh/h1048 2359 1043 568 2482 1098 408 0 374 370 0 385 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.93 0.93 0.93 0.99 0.99 0.99 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh4.5 9.0 7.0 5.6 0.0 0.0 45.9 0.0 45.1 47.8 0.0 0.0 Incr Delay (d2), s/veh0.0 0.5 0.1 0.1 0.1 0.0 0.1 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 5.3 0.8 0.7 0.0 0.0 0.9 0.0 0.1 0.7 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh4.5 9.5 7.1 5.7 0.1 0.0 46.0 0.0 45.2 47.9 0.0 0.0 LnGrp LOS A A A A A A D D D
Approach Vol, veh/h 1049 357 39 27
Approach Delay, s/veh 9.2 1.8 45.9 47.9
Approach LOS A A D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s8.3 90.1 21.7 12.4 85.9 21.7
Change Period (Y+Rc), s5.5 5.6 5.6 5.6 * 5.6 5.6
Max Green Setting (Gmax), s13.5 60.4 29.4 14.4 * 60 29.4 Max Q Clear Time (g_c+I1), s2.3 2.0 4.1 4.3 16.6 6.2
Green Ext Time (p_c), s0.0 1.6 0.1 0.1 8.5 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 9.1
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement. * HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Existing Plus Project PM 8: Buckingham Pkwy & Hannum Ave & Driveway Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 677 229 95 198 0 77 0 88 3 2 3 Future Volume (veh/h) 0 677 229 95 198 0 77 0 88 3 2 3
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 0.98 0.98 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 0 752 194 106 220 0 86 0 14 3 2 0
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 1 2412 1069 562 2767 0 225 225 275 224 225 0 Arrive On Green 0.00 1.00 1.00 0.11 1.00 0.00 0.12 0.00 0.12 0.12 0.12 0.00 Sat Flow, veh/h 1767 3526 1562 1767 3618 0 1373 1856 1537 1358 1856 0 Grp Volume(v), veh/h 0 752 194 106 220 0 86 0 14 3 2 0
Grp Sat Flow(s),veh/h/ln1767 1763 1562 1767 1763 0 1373 1856 1537 1358 1856 0 Q Serve(g_s), s 0.0 0.0 0.0 1.9 0.0 0.0 7.1 0.0 0.9 0.2 0.1 0.0 Cycle Q Clear(g_c), s 0.0 0.0 0.0 1.9 0.0 0.0 7.2 0.0 0.9 0.2 0.1 0.0 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 1 2412 1069 562 2767 0 225 225 275 224 225 0 V/C Ratio(X) 0.00 0.31 0.18 0.19 0.08 0.00 0.38 0.00 0.05 0.01 0.01 0.00 Avail Cap(c_a), veh/h 202 2412 1069 663 2767 0 427 498 502 424 498 0 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.92 0.92 0.93 0.93 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 3.6 0.0 0.0 49.6 0.0 40.9 46.5 46.4 0.0 Incr Delay (d2), s/veh 0.0 0.3 0.3 0.1 0.1 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.1 0.1 0.5 0.0 0.0 2.4 0.0 0.4 0.1 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.3 0.3 3.6 0.1 0.0 50.0 0.0 41.0 46.5 46.4 0.0 LnGrp LOS A A A A D D D D
Approach Vol, veh/h 946 326 100 5
Approach Delay, s/veh 0.3 1.2 48.7 46.4
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s0.0 99.7 20.3 12.1 87.6 20.3
Change Period (Y+Rc), s 5.3 5.5 5.8 5.3 5.5 5.8
Max Green Setting (Gmax), s13.7 57.5 32.2 13.7 57.5 32.2 Max Q Clear Time (g_c+I1), s0.0 2.0 9.2 3.9 2.0 2.2
Green Ext Time (p_c), s 0.0 1.5 0.1 0.1 6.9 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 4.2
HCM 7th LOS A
" t .,, " T+
HCM 7th Signalized Intersection Summary Existing Plus Project PM 9: Buckingham Pkwy & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)15 1498 33 249 1366 18 34 11 678 57 30 51 Future Volume (veh/h)15 1498 33 249 1366 18 34 11 678 57 30 51 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h16 1594 20 265 1453 18 36 0 495 61 32 8 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 620 3057 947 684 3289 41 291 0 763 226 344 290 Arrive On Green 0.05 1.00 1.00 0.12 1.00 1.00 0.06 0.00 0.06 0.19 0.19 0.19 Sat Flow, veh/h 3428 5066 1569 3428 5157 64 1348 0 3125 892 1856 1562 Grp Volume(v), veh/h16 1594 20 265 951 520 36 0 495 61 32 8 Grp Sat Flow(s),veh/h/ln1714 1689 1569 1714 1689 1844 1348 0 1562 892 1856 1562 Q Serve(g_s), s 0.2 0.0 0.0 3.5 0.0 0.0 3.0 0.0 17.5 7.2 1.7 0.5 Cycle Q Clear(g_c), s0.2 0.0 0.0 3.5 0.0 0.0 4.8 0.0 17.5 7.2 1.7 0.5 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h620 3057 947 684 2154 1176 291 0 763 226 344 290 V/C Ratio(X) 0.03 0.52 0.02 0.39 0.44 0.44 0.12 0.00 0.65 0.27 0.09 0.03 Avail Cap(c_a), veh/h986 3057 947 933 2154 1176 424 0 1071 314 527 444 HCM Platoon Ratio2.00 2.00 2.00 2.00 2.00 2.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 0.77 0.77 0.77 0.76 0.76 0.76 0.96 0.00 0.96 1.00 1.00 1.00 Uniform Delay (d), s/veh8.1 0.0 0.0 7.0 0.0 0.0 48.9 0.0 47.2 42.7 40.5 40.0 Incr Delay (d2), s/veh0.0 0.5 0.0 0.1 0.5 0.9 0.1 0.0 0.3 0.2 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 0.1 0.0 1.0 0.2 0.3 1.1 0.0 7.4 1.6 0.8 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh8.2 0.5 0.0 7.1 0.5 0.9 49.0 0.0 47.5 43.0 40.5 40.0 LnGrp LOS A A A A A A D D D D D
Approach Vol, veh/h 1630 1736 531 101
Approach Delay, s/veh 0.6 1.6 47.6 42.0
Approach LOS A A D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.3 78.5 28.2 9.2 82.6 28.2
Change Period (Y+Rc), s6.3 6.1 5.9 6.3 6.1 5.9
Max Green Setting (Gmax), s15.7 51.9 34.1 15.7 51.9 34.1 Max Q Clear Time (g_c+I1), s5.5 2.0 19.5 2.2 2.0 9.2
Green Ext Time (p_c), s0.3 31.3 1.1 0.0 27.2 0.3
Intersection Summary
HCM 7th Control Delay, s/veh 8.3
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary Existing Plus Project PM 10: Shenandoah Ave & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 123 1781 272 13 1518 17 43 10 4 17 7 52 Future Volume (veh/h) 123 1781 272 13 1518 17 43 10 4 17 7 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 131 1895 272 14 1615 17 46 11 1 18 7 14 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 157 2643 375 55 2837 30 404 456 384 202 83 135 Arrive On Green 0.09 0.59 0.59 0.04 0.73 0.73 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 1767 4481 636 1767 5168 54 1371 1856 1561 643 338 550 Grp Volume(v), veh/h 131 1423 744 14 1055 577 46 11 1 39 0 0 Grp Sat Flow(s),veh/h/ln1767 1689 1740 1767 1689 1846 1371 1856 1561 1531 0 0 Q Serve(g_s), s 8.8 35.8 36.8 0.9 17.3 17.3 0.5 0.5 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s 8.8 35.8 36.8 0.9 17.3 17.3 2.5 0.5 0.1 2.1 0.0 0.0 Prop In Lane 1.00 0.37 1.00 0.03 1.00 1.00 0.46 0.36
Lane Grp Cap(c), veh/h 157 1992 1026 55 1854 1013 404 456 384 420 0 0 V/C Ratio(X) 0.84 0.71 0.73 0.25 0.57 0.57 0.11 0.02 0.00 0.09 0.00 0.00 Avail Cap(c_a), veh/h 177 1992 1026 184 1854 1013 404 456 384 420 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.74 0.74 0.74 0.83 0.83 0.83 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 53.8 17.5 17.6 56.2 9.6 9.6 35.1 34.3 34.1 34.9 0.0 0.0 Incr Delay (d2), s/veh 18.3 1.1 2.4 0.7 1.1 1.9 0.1 0.0 0.0 0.4 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln4.6 12.8 13.8 0.4 4.7 5.4 1.1 0.3 0.0 0.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 72.1 18.6 20.0 56.9 10.7 11.6 35.2 34.4 34.2 35.3 0.0 0.0 LnGrp LOS E B C E B B D C C D
Approach Vol, veh/h 2298 1646 58 39
Approach Delay, s/veh 22.1 11.4 35.0 35.3
Approach LOS C B D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s14.1 71.4 34.5 9.2 76.3 34.5
Change Period (Y+Rc), s 3.5 5.5 5.0 5.5 * 5.5 5.0
Max Green Setting (Gmax), s12.0 64.5 29.5 12.5 * 64 29.5 Max Q Clear Time (g_c+I1), s10.8 19.3 4.5 2.9 38.8 4.1
Green Ext Time (p_c), s 0.0 29.2 0.1 0.0 22.9 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 18.1
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Existing Plus Project PM 11: Corning Ave & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)2 1762 6 111 1543 93 14 12 299 133 22 16 Future Volume (veh/h)2 1762 6 111 1543 93 14 12 299 133 22 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.97 0.97 0.98 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h2 1936 7 122 1696 98 15 13 131 146 24 4 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 9 3013 11 146 3210 185 196 189 156 330 405 339 Arrive On Green 0.01 0.58 0.58 0.16 1.00 1.00 0.10 0.10 0.10 0.09 0.22 0.22 Sat Flow, veh/h 1767 5210 19 1767 4899 283 1336 1856 1531 1767 1856 1553 Grp Volume(v), veh/h2 1255 688 122 1169 625 15 13 131 146 24 4 Grp Sat Flow(s),veh/h/ln1767 1689 1852 1767 1689 1804 1336 1856 1531 1767 1856 1553 Q Serve(g_s), s 0.1 29.9 29.9 8.0 0.0 0.0 1.2 0.8 10.1 8.6 1.2 0.2 Cycle Q Clear(g_c), s0.1 29.9 29.9 8.0 0.0 0.0 1.2 0.8 10.1 8.6 1.2 0.2 Prop In Lane 1.00 0.01 1.00 0.16 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h9 1953 1071 146 2213 1182 196 189 156 330 405 339 V/C Ratio(X) 0.21 0.64 0.64 0.84 0.53 0.53 0.08 0.07 0.84 0.44 0.06 0.01 Avail Cap(c_a), veh/h177 1953 1071 221 2213 1182 233 240 198 330 456 382 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.40 0.40 0.40 0.89 0.89 0.89 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh59.4 17.0 17.0 49.3 0.0 0.0 49.0 48.7 52.9 41.3 37.1 36.7 Incr Delay (d2), s/veh1.6 0.7 1.2 8.9 0.8 1.5 0.2 0.2 22.0 0.7 0.1 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 10.7 11.9 3.6 0.2 0.5 0.4 0.4 4.9 3.8 0.6 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh61.0 17.6 18.2 58.2 0.8 1.5 49.1 48.9 74.9 42.0 37.2 36.8 LnGrp LOS E B B E A A D D E D D D
Approach Vol, veh/h 1945 1916 159 174
Approach Delay, s/veh 17.9 4.7 70.4 41.2
Approach LOS B A E D
Timer - Assigned Phs1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s4.6 84.1 31.2 13.9 74.9 14.0 17.2 Change Period (Y+Rc), s4.0 5.5 5.0 4.0 5.5 3.5 5.0
Max Green Setting (Gmax), s12.0 64.0 29.5 15.0 61.0 10.5 15.5 Max Q Clear Time (g_c+I1), s2.1 2.0 3.2 10.0 31.9 10.6 12.1 Green Ext Time (p_c), s0.0 40.3 0.1 0.0 24.4 0.0 0.2
Intersection Summary
HCM 7th Control Delay, s/veh14.8
HCM 7th LOS B
Existing Plus Project PMHCM Signalized Intersection Capacity Analysis 12A: La Cienega Blvd SB & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 2151 55 115 964 0 0 0 0 238 34 755 Future Volume (vph) 0 2151 55 115 964 0 0 0 0 238 34 755 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 7.0 6.0 7.5 7.5 5.5
Lane Util. Factor 0.81 1.00 0.91 1.00 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00
Satd. Flow (prot) 7436 1752 5036 1752 1845 2760
Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00
Satd. Flow (perm) 7436 1752 5036 1752 1845 2760
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 2338 60 125 1048 0 0 0 0 259 37 821
RTOR Reduction (vph) 0 3 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 2395 0 125 1048 0 0 0 0 259 37 821 Confl. Peds. (#/hr) 4 5 5 4
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Prot NA Split NA custom
Protected Phases 6 4 5 2 4 3 3 1 3
Permitted Phases 6
Actuated Green, G (s) 38.8 45.2 68.5 17.5 17.5 62.3
Effective Green, g (s) 38.8 45.2 61.5 17.5 17.5 62.3
Actuated g/C Ratio 0.32 0.38 0.51 0.15 0.15 0.52
Clearance Time (s) 6.0 7.5 7.5
Vehicle Extension (s) 4.0 1.5 1.5
Lane Grp Cap (vph) 2404 659 2580 255 269 1432
v/s Ratio Prot c0.32 0.07 c0.21 c0.15 0.02 0.18
v/s Ratio Perm 0.12
v/c Ratio 1.00 0.19 0.41 1.02 0.14 0.57
Uniform Delay, d1 40.5 25.1 18.0 51.3 44.7 19.8
Progression Factor 1.02 1.84 0.32 1.00 1.00 1.00
Incremental Delay, d2 14.4 0.1 0.1 60.4 0.1 0.3
Delay (s) 55.9 46.3 5.8 111.7 44.8 20.1
Level of Service E D A F D C
Approach Delay (s/veh) 55.9 10.1 0.0 42.2
Approach LOS E B A D
Intersection Summary
HCM 2000 Control Delay (s/veh) 41.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.78
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 62.6% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
_______ tttt~ 't ttt
Existing Plus Project PMHCM Signalized Intersection Capacity Analysis 12B: La Cienega Blvd NB & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 473 1919 0 0 984 60 123 5 179 0 0 0 Future Volume (vph) 473 1919 0 0 984 60 123 5 179 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 7.5 6.0 6.0 7.0 7.0 5.0
Lane Util. Factor 0.97 0.91 0.86 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 0.96 1.00
Satd. Flow (prot) 3400 5036 6346 1537 1665 1676 1551
Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.96 1.00
Satd. Flow (perm) 3400 5036 6346 1537 1665 1676 1551
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 526 2132 0 0 1093 67 137 6 199 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 48 0 0 0 0 0 0
Lane Group Flow (vph) 526 2132 0 0 1093 19 71 72 199 0 0 0 Confl. Peds. (#/hr) 4 4 3
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Split NA custom
Protected Phases 1 3 3 6 2 4 4 5
Permitted Phases 2 4
Actuated Green, G (s) 38.0 62.3 33.3 33.3 28.2 28.2 38.2 Effective Green, g (s) 38.0 56.3 33.3 33.3 28.2 28.2 38.2 Actuated g/C Ratio 0.32 0.47 0.28 0.28 0.24 0.24 0.32
Clearance Time (s) 6.0 6.0 7.0 7.0 5.0
Vehicle Extension (s) 4.0 4.0 3.0 3.0 1.5
Lane Grp Cap (vph) 1076 2362 1761 426 391 393 493
v/s Ratio Prot 0.15 c0.42 c0.17 0.04 0.04 c0.03
v/s Ratio Perm 0.01 0.09
v/c Ratio 0.49 0.90 0.62 0.04 0.18 0.18 0.40
Uniform Delay, d1 33.1 29.3 37.8 31.7 36.7 36.7 32.0
Progression Factor 0.34 0.22 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.0 1.5 1.7 0.2 0.2 0.2 0.2
Delay (s) 11.4 7.9 39.5 31.9 36.9 36.9 32.2
Level of Service B A D C D D C
Approach Delay (s/veh) 8.6 39.1 34.2 0.0
Approach LOS A D C A
Intersection Summary
HCM 2000 Control Delay (s/veh) 19.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 62.6% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
"i"i ttt ___ tttt ., "i ., ____ _
HCM 7th TWSC Existing Plus Project PM
901: Bristol Pkwy & Dwy A Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 59 328 17 0 622
Future Vol, veh/h 0 59 328 17 0 622
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 64 357 18 0 676
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 704 187 0 0 375 0
Stage 1 366 - - - - -
Stage 2 338 - - - - -
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 371 823 - - 1180 -
Stage 1 672 - - - - -
Stage 2 694 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 371 823 - - 1180 -
Mov Cap-2 Maneuver 371 - - - - -
Stage 1 672 - - - - -
Stage 2 694 - - - - -
Approach WB NB SB
HCM Control Delay, s/v 9.75 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 823 1180 -
HCM Lane V/C Ratio - - 0.078 - -
HCM Control Delay (s/veh) - - 9.7 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0.3 0 -
tT+
HCM 7th TWSC Existing Plus Project PM
902: Uplander Way & Dwy B Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 2.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 51 8 13 19 45 153
Future Vol, veh/h 51 8 13 19 45 153
Conflicting Peds, #/hr0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, #0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 55 9 14 21 49 166
Major/Minor Minor2 Major1 Major2
Conflicting Flow All181 132 215 0 - 0
Stage 1 132 - - - - -
Stage 2 49 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 15.42 - - - - -
Critical Hdwy Stg 25.42 - - - - -
Follow-up Hdwy 3.5183.3182.218 - - -
Pot Cap-1 Maneuver808 917 1355 - - -
Stage 1 894 - - - - -
Stage 2 974 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver800 917 1355 - - -
Mov Cap-2 Maneuver800 - - - - -
Stage 1 885 - - - - -
Stage 2 974 - - - - -
Approach EB NB SB
HCM Control Delay, s/v9.8 3.12 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 731 - 814 - -
HCM Lane V/C Ratio 0.01 - 0.079 - -
HCM Control Delay (s/veh)7.7 0 9.8 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0.3 - -
HCM 7th TWSC Existing Plus Project PM
903: Uplander Way & Dwy C Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 3.8
Movement EBL EBT WBTWBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 46 24 60 30 19 29
Future Vol, veh/h 46 24 60 30 19 29
Conflicting Peds, #/hr0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, #- 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 50 26 65 33 21 32
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 98 0 - 0 208 82
Stage 1 - - - - 82 -
Stage 2 - - - - 126 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.5183.318
Pot Cap-1 Maneuver1495 - - - 781 978
Stage 1 - - - - 942 -
Stage 2 - - - - 900 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver1495 - - - 754 978
Mov Cap-2 Maneuver- - - - 754 -
Stage 1 - - - - 910 -
Stage 2 - - - - 900 -
Approach EB WB SB
HCM Control Delay, s/v4.92 0 9.37

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBTWBRSBLn1
Capacity (veh/h) 1183 - - - 875
HCM Lane V/C Ratio 0.033 - - - 0.06
HCM Control Delay (s/veh)7.5 0 - - 9.4
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0.1 - - - 0.2
HCM 7th Signalized Intersection Summary Future Base AM
1: Hannum Ave & Slauson Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 49 229 54 36 522 873 119 660 230 143 186 32 Future Volume (veh/h) 49 229 54 36 522 873 119 660 230 143 186 32 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 51 239 32 38 544 663 124 688 0 149 194 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 109 2095 273 189 2307 714 607 827 244 428
Arrive On Green 0.06 0.46 0.46 0.06 0.46 0.46 0.18 0.23 0.00 0.07 0.12 0.00 Sat Flow, veh/h 1767 4536 590 3428 5066 1568 3291 3526 1572 3428 3526 1572 Grp Volume(v), veh/h 51 176 95 38 544 663 124 688 0 149 194 0 Grp Sat Flow(s),veh/h/ln1767 1689 1749 1714 1689 1568 1646 1763 1572 1714 1763 1572 Q Serve(g_s), s 3.9 4.1 4.3 1.5 9.2 55.8 4.5 26.0 0.0 5.9 7.2 0.0 Cycle Q Clear(g_c), s 3.9 4.1 4.3 1.5 9.2 55.8 4.5 26.0 0.0 5.9 7.2 0.0 Prop In Lane 1.00 0.34 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 109 1560 808 189 2307 714 607 827 244 428 V/C Ratio(X) 0.47 0.11 0.12 0.20 0.24 0.93 0.20 0.83 0.61 0.45 Avail Cap(c_a), veh/h 188 1560 808 365 2307 714 607 949 360 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.09 0.09 0.09 0.94 0.94 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh63.5 21.4 21.4 63.2 23.3 36.0 48.4 51.0 0.0 63.1 57.2 0.0 Incr Delay (d2), s/veh 1.2 0.1 0.3 0.0 0.0 2.7 0.1 6.6 0.0 0.9 1.6 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.8 1.6 1.8 0.6 3.6 21.3 1.8 12.1 0.0 2.6 3.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 64.6 21.5 21.7 63.2 23.3 38.7 48.4 57.5 0.0 64.1 58.8 0.0 LnGrp LOS E C C E C D D E E E
Approach Vol, veh/h 322 1245 812 343
Approach Delay, s/veh 28.4 32.7 56.1 61.1
Approach LOS C C E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s13.8 70.8 32.1 23.3 14.7 69.9 16.3 39.1 Change Period (Y+Rc), s6.1 6.1 6.3 6.3 6.1 6.1 6.3 6.3
Max Green Setting (Gmax), s14.9 47.9 14.7 37.7 14.9 47.9 14.7 37.7 Max Q Clear Time (g_c+I1), s3.5 6.3 6.5 9.2 5.9 57.8 7.9 28.0 Green Ext Time (p_c), s 0.0 3.2 0.1 2.2 0.0 0.0 0.1 4.9 Intersection Summary
HCM 7th Control Delay, s/veh 42.8
HCM 7th LOS D
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 7th Signalized Intersection Summary Future Base AM
2: Fox Hills Dr/Driveway & Hannum Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 222 25 57 679 10 348 6 38 0 0 0 Future Volume (veh/h) 3 222 25 57 679 10 348 6 38 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 0.97 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 3 236 22 61 722 11 370 6 10 0 0 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 479 1940 179 775 2274 35 396 6 351 0 2 0
Arrive On Green 0.01 0.59 0.59 0.10 1.00 1.00 0.23 0.23 0.23 0.00 0.00 0.00 Sat Flow, veh/h 1696 3261 301 1767 3554 54 1725 28 1531 0 1856 0 Grp Volume(v), veh/h 3 127 131 61 358 375 376 0 10 0 0 0 Grp Sat Flow(s),veh/h/ln1696 1763 1800 1767 1763 1846 1753 0 1531 0 1856 0 Q Serve(g_s), s 0.1 3.8 3.8 1.4 0.0 0.0 25.3 0.0 0.6 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 3.8 3.8 1.4 0.0 0.0 25.3 0.0 0.6 0.0 0.0 0.0 Prop In Lane 1.00 0.17 1.00 0.03 0.98 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 479 1048 1071 775 1128 1181 402 0 351 0 2 0 V/C Ratio(X) 0.01 0.12 0.12 0.08 0.32 0.32 0.93 0.00 0.03 0.00 0.00 0.00 Avail Cap(c_a), veh/h 681 1048 1071 906 1128 1181 418 0 365 0 433 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 0.90 0.90 0.90 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 9.6 10.6 10.6 6.9 0.0 0.0 45.3 0.0 35.8 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.2 0.2 0.0 0.7 0.6 27.1 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 1.5 1.5 0.5 0.2 0.2 13.9 0.0 0.2 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 9.6 10.8 10.9 6.9 0.7 0.6 72.5 0.0 35.9 0.0 0.0 0.0 LnGrp LOS A B B A A A E D
Approach Vol, veh/h 261 794 386 0
Approach Delay, s/veh 10.8 1.1 71.5 0.0
Approach LOS B A E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.7 82.4 0.0 10.1 77.0 32.9
Change Period (Y+Rc), s 4.0 5.6 5.0 4.0 * 5.6 5.4
Max Green Setting (Gmax), s15.0 28.4 28.0 15.0 * 29 28.6 Max Q Clear Time (g_c+I1), s2.1 2.0 0.0 3.4 5.8 27.3
Green Ext Time (p_c), s 0.0 4.7 0.0 0.0 1.4 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 21.7
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. "i tf.

HCM Signalized Intersection Capacity Analysis Future Base AM 3: Bristol Pkwy & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 1006 320 45 3255 20 339 7 55 4 0 2 Future Volume (vph) 7 1006 320 45 3255 20 339 7 55 4 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 10 10 11 10 10 12 10 10 10 12 12 12
Total Lost time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.88 0.85 0.95
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.97 Satd. Flow (prot) 1636 4700 1493 3173 4700 1568 3173 1442 1390 3222 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.97 Satd. Flow (perm) 1636 4700 1493 3173 4700 1568 3173 1442 1390 3222 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 7 1037 330 46 3356 21 349 7 57 4 0 2
RTOR Reduction (vph) 0 0 113 0 0 9 0 22 25 0 6 0
Lane Group Flow (vph) 7 1037 217 46 3356 12 349 11 6 0 0 0 Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Perm Split NA pt+ov Split NA Protected Phases 5 2 1 6 4 4 1 4 3 3
Permitted Phases 2 6
Actuated Green, G (s) 2.2 66.2 66.2 5.8 69.8 69.8 16.8 16.8 28.4 6.4 Effective Green, g (s) 2.2 66.2 66.2 5.8 69.8 69.8 16.8 16.8 22.6 6.4 Actuated g/C Ratio 0.02 0.55 0.55 0.05 0.58 0.58 0.14 0.14 0.19 0.05 Clearance Time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 5.8
Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 Lane Grp Cap (vph) 29 2592 823 153 2733 912 444 201 261 171 v/s Ratio Prot 0.00 c0.22 0.01 c0.71 c0.11 0.01 0.00 c0.00 v/s Ratio Perm 0.15 0.01
v/c Ratio 0.24 0.40 0.26 0.30 1.23 0.01 0.79 0.05 0.02 0.00 Uniform Delay, d1 58.1 15.5 14.1 55.1 25.1 10.6 49.9 44.7 39.7 53.8 Progression Factor 1.00 1.00 1.00 0.85 1.46 1.00 0.87 1.37 1.00 1.00 Incremental Delay, d2 1.6 0.5 0.8 0.0 102.9 0.0 7.9 0.0 0.0 0.0 Delay (s) 59.6 15.9 14.9 47.0 139.4 10.6 51.5 61.3 39.7 53.8 Level of Service E B B D F B D E D D
Approach Delay (s/veh) 15.9 137.4 51.4 53.8
Approach LOS B F D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 98.5 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.06
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 24.8 Intersection Capacity Utilization 89.1% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
t
HCM 7th Signalized Intersection Summary Future Base AM
4: Bristol Pkwy & Hannum Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 142 142 79 385 56 250 329 82 106 183 50 Future Volume (veh/h) 4 142 142 79 385 56 250 329 82 106 183 50 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 4 151 82 84 410 37 266 350 67 113 195 29 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 591 2006 889 702 2006 979 292 693 131 315 363 53 Arrive On Green 0.95 0.95 0.95 1.00 1.00 1.00 0.17 0.23 0.23 0.02 0.04 0.04 Sat Flow, veh/h 932 3526 1563 1133 3526 1563 1767 2953 559 3428 3078 450 Grp Volume(v), veh/h 4 151 82 84 410 37 266 207 210 113 110 114 Grp Sat Flow(s),veh/h/ln 932 1763 1563 1133 1763 1563 1767 1763 1749 1714 1763 1765 Q Serve(g_s), s 0.0 0.3 0.3 0.0 0.0 0.0 17.7 12.2 12.5 3.8 7.4 7.6 Cycle Q Clear(g_c), s 0.0 0.3 0.3 0.3 0.0 0.0 17.7 12.2 12.5 3.8 7.4 7.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.32 1.00 0.26
Lane Grp Cap(c), veh/h 591 2006 889 702 2006 979 292 414 411 315 208 208 V/C Ratio(X) 0.01 0.08 0.09 0.12 0.20 0.04 0.91 0.50 0.51 0.36 0.53 0.55 Avail Cap(c_a), veh/h 591 2006 889 702 2006 979 327 591 586 511 451 452 HCM Platoon Ratio 1.67 1.67 1.67 2.00 2.00 2.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 0.98 0.98 0.98 1.00 1.00 1.00 0.96 0.96 0.96 Uniform Delay (d), s/veh 1.3 1.3 1.3 0.0 0.0 0.0 49.2 39.8 39.9 53.5 54.4 54.5 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.3 0.2 0.1 25.2 0.9 1.0 0.2 2.0 2.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.1 0.1 0.1 0.1 0.0 9.8 5.4 5.4 1.7 3.5 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 1.3 1.3 1.3 0.3 0.2 0.1 74.4 40.7 40.9 53.7 56.4 56.6 LnGrp LOS A A A A A A E D D D E E
Approach Vol, veh/h 237 531 683 337
Approach Delay, s/veh 1.3 0.2 53.9 55.6
Approach LOS A A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.1 34.0 73.9 25.7 20.5 73.9
Change Period (Y+Rc), s 5.3 5.8 * 5.6 5.8 6.3 * 5.6
Max Green Setting (Gmax), s 13.7 40.2 * 49 22.2 30.7 * 49 Max Q Clear Time (g_c+I1), s 5.8 14.5 2.3 19.7 9.6 2.3
Green Ext Time (p_c), s 0.1 2.4 3.4 0.1 1.1 1.3
Intersection Summary
HCM 7th Control Delay, s/veh 31.3
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. _ 'f'i tT+
HCM 7th TWSC Future Base AM
5: Bristol Pkwy & Uplander Way Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 2.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 46 43 630 55 69 301
Future Vol, veh/h 46 43 630 55 69 301
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 30 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 47 44 649 57 71 310
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 975 353 0 0 706 0
Stage 1 678 - - - - -
Stage 2 297 - - - - -
Critical Hdwy 6.86 6.96 - - 4.16 -
Critical Hdwy Stg 1 5.86 - - - - -
Critical Hdwy Stg 2 5.86 - - - - -
Follow-up Hdwy 3.53 3.33 - - 2.23 -
Pot Cap-1 Maneuver 247 640 - - 881 -
Stage 1 463 - - - - -
Stage 2 725 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 225 640 - - 881 -
Mov Cap-2 Maneuver 225 - - - - -
Stage 1 463 - - - - -
Stage 2 661 - - - - -
Approach WB NB SB
HCM Control Delay, s/v18.36 0 2.23

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 225 640 671 -
HCM Lane V/C Ratio - - 0.211 0.069 0.081 -
HCM Control Delay (s/veh) - - 25.2 11 9.4 0.6
HCM Lane LOS - - D B A A
HCM 95th %tile Q(veh) - - 0.8 0.2 0.3 -
HCM 7th Signalized Intersection Summary Future Base AM
6: Bristol Pkwy & Green Valley Cir Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 63 82 24 16 395 268 186 454 39 84 110 49 Future Volume (veh/h) 63 82 24 16 395 268 186 454 39 84 110 49 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 67 87 10 17 420 179 198 483 39 89 117 23 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 308 1135 128 562 858 361 650 752 61 325 1310 251 Arrive On Green 0.36 0.36 0.36 0.36 0.36 0.36 0.44 0.44 0.44 0.44 0.44 0.44 Sat Flow, veh/h 810 3189 360 1278 2409 1015 1233 1693 137 871 2948 565 Grp Volume(v), veh/h 67 47 50 17 306 293 198 0 522 89 69 71 Grp Sat Flow(s),veh/h/ln 810 1763 1787 1278 1763 1662 1233 0 1830 871 1763 1750 Q Serve(g_s), s 3.9 1.0 1.0 0.5 7.5 7.6 6.1 0.0 12.2 4.9 1.2 1.3 Cycle Q Clear(g_c), s 11.5 1.0 1.0 1.5 7.5 7.6 7.4 0.0 12.2 17.1 1.2 1.3 Prop In Lane 1.00 0.20 1.00 0.61 1.00 0.07 1.00 0.32
Lane Grp Cap(c), veh/h 308 628 636 562 628 592 650 0 813 325 783 778 V/C Ratio(X) 0.22 0.08 0.08 0.03 0.49 0.50 0.30 0.00 0.64 0.27 0.09 0.09 Avail Cap(c_a), veh/h 902 1920 1946 1499 1920 1810 1445 0 1993 886 1920 1906 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh18.4 11.7 11.7 12.2 13.8 13.9 11.0 0.0 11.9 18.5 8.9 8.9 Incr Delay (d2), s/veh 0.8 0.1 0.1 0.0 1.3 1.4 0.6 0.0 1.8 1.0 0.1 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.7 0.3 0.4 0.1 2.7 2.6 1.5 0.0 4.4 1.0 0.4 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 19.1 11.8 11.9 12.3 15.1 15.2 11.6 0.0 13.7 19.5 9.0 9.0 LnGrp LOS B B B B B B B B B A A
Approach Vol, veh/h 164 616 720 229
Approach Delay, s/veh 14.8 15.1 13.1 13.1
Approach LOS B B B B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 30.0 25.1 30.0 25.1
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green Setting (Gmax), s 60.0 60.0 60.0 60.0
Max Q Clear Time (g_c+I1), s 14.2 13.5 19.1 9.6
Green Ext Time (p_c), s 10.1 2.0 2.7 8.8
Intersection Summary
HCM 7th Control Delay, s/veh 14.0
HCM 7th LOS B
HCM 7th Signalized Intersection Summary Future Base AM
7: Uplander Way & Hannum Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 110 20 74 535 23 45 0 75 6 0 2 Future Volume (veh/h) 23 110 20 74 535 23 45 0 75 6 0 2 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 0.97 0.97 0.97 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 26 124 16 83 601 19 51 0 8 7 5 -4
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 670 2366 1047 968 2443 1081 253 0 205 144 91 211 Arrive On Green 0.03 0.67 0.67 0.11 1.00 1.00 0.13 0.00 0.13 0.13 0.13 0.00 Sat Flow, veh/h 1767 3526 1560 1767 3526 1560 1438 0 1527 717 676 1572 Grp Volume(v), veh/h 26 124 16 83 601 19 51 0 8 12 0 -4 Grp Sat Flow(s),veh/h/ln1767 1763 1560 1767 1763 1560 1438 0 1527 1393 0 1572 Q Serve(g_s), s 0.5 1.4 0.4 1.6 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.5 1.4 0.4 1.6 0.0 0.0 3.2 0.0 0.5 3.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 0.58 1.00
Lane Grp Cap(c), veh/h 670 2366 1047 968 2443 1081 253 0 205 234 0 211 V/C Ratio(X) 0.04 0.05 0.02 0.09 0.25 0.02 0.20 0.00 0.04 0.05 0.00 -0.02 Avail Cap(c_a), veh/h 809 2366 1047 1084 2443 1081 405 0 374 404 0 385 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.88 0.88 0.88 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 4.5 6.7 6.6 4.5 0.0 0.0 46.4 0.0 45.2 45.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.2 0.5 0.1 0.5 0.1 0.0 1.4 0.0 0.2 0.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 4.6 6.8 6.6 4.5 0.2 0.0 46.5 0.0 45.2 45.3 0.0 0.0 LnGrp LOS A A A A A A D D D
Approach Vol, veh/h 166 703 59 8
Approach Delay, s/veh 6.4 0.7 46.3 68.0
Approach LOS A A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.6 88.7 21.7 12.2 86.1 21.7
Change Period (Y+Rc), s 5.5 5.6 5.6 5.6 * 5.6 5.6
Max Green Setting (Gmax), s13.5 60.4 29.4 14.4 * 60 29.4 Max Q Clear Time (g_c+I1), s2.5 2.0 5.2 3.6 3.4 5.2
Green Ext Time (p_c), s 0.0 4.6 0.2 0.1 0.9 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 5.2
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement. * HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Future Base AM
8: Buckingham Pkwy & Hannum Ave & Driveway Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 168 82 49 288 0 241 2 114 39 1 63 Future Volume (veh/h) 0 168 82 49 288 0 241 2 114 39 1 63 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 0 187 50 54 320 0 268 2 40 43 1 18 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 1 2077 920 811 2405 0 353 415 424 358 18 332 Arrive On Green 0.00 1.00 1.00 0.10 1.00 0.00 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1767 3526 1560 1767 3618 0 1366 1856 1554 1339 82 1484 Grp Volume(v), veh/h 0 187 50 54 320 0 268 2 40 43 0 19 Grp Sat Flow(s),veh/h/ln1767 1763 1560 1767 1763 0 1366 1856 1554 1339 0 1567 Q Serve(g_s), s 0.0 0.0 0.0 1.3 0.0 0.0 23.0 0.1 2.3 3.1 0.0 1.1 Cycle Q Clear(g_c), s 0.0 0.0 0.0 1.3 0.0 0.0 24.2 0.1 2.3 3.2 0.0 1.1 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.95
Lane Grp Cap(c), veh/h 1 2077 920 811 2405 0 353 415 424 358 0 351 V/C Ratio(X) 0.00 0.09 0.05 0.07 0.13 0.00 0.76 0.00 0.09 0.12 0.00 0.05 Avail Cap(c_a), veh/h 202 2077 920 927 2405 0 414 498 493 418 0 420 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.99 0.99 0.98 0.98 0.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 7.0 0.0 0.0 46.1 36.2 32.6 37.4 0.0 36.6 Incr Delay (d2), s/veh 0.0 0.1 0.1 0.0 0.1 0.0 5.4 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.0 0.0 0.4 0.0 0.0 8.3 0.0 0.9 1.0 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.1 0.1 7.0 0.1 0.0 51.5 36.2 32.6 37.5 0.0 36.6 LnGrp LOS A A A A D D C D D
Approach Vol, veh/h 237 374 310 62
Approach Delay, s/veh 0.1 1.1 49.0 37.2
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s0.0 87.4 32.6 11.1 76.2 32.6
Change Period (Y+Rc), s 5.3 5.5 5.8 5.3 5.5 5.8
Max Green Setting (Gmax), s13.7 57.5 32.2 13.7 57.5 32.2 Max Q Clear Time (g_c+I1), s0.0 2.0 26.2 3.3 2.0 5.2
Green Ext Time (p_c), s 0.0 2.2 0.3 0.0 1.4 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 18.2
HCM 7th LOS B
" t .,, " T+
HCM 7th Signalized Intersection Summary Future Base AM
9: Buckingham Pkwy & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)66 908 36 213 3276 38 67 28 305 18 4 14 Future Volume (veh/h)66 908 36 213 3276 38 67 28 305 18 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h70 966 25 227 3485 39 71 0 171 19 4 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 303 3447 1068 1063 3543 40 208 0 522 190 202 169 Arrive On Green 0.11 1.00 1.00 0.06 0.69 0.69 0.04 0.00 0.04 0.11 0.11 0.11 Sat Flow, veh/h 3428 5066 1570 3428 5165 58 1384 0 3110 1194 1856 1555 Grp Volume(v), veh/h70 966 25 227 2274 1250 71 0 171 19 4 2 Grp Sat Flow(s),veh/h/ln1714 1689 1570 1714 1689 1845 1384 0 1555 1194 1856 1555 Q Serve(g_s), s 0.6 0.0 0.0 2.2 77.7 79.1 6.0 0.0 6.1 1.7 0.2 0.1 Cycle Q Clear(g_c), s0.6 0.0 0.0 2.2 77.7 79.1 6.3 0.0 6.1 1.7 0.2 0.1 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h303 3447 1068 1063 2317 1266 208 0 522 190 202 169 V/C Ratio(X) 0.23 0.28 0.02 0.21 0.98 0.99 0.34 0.00 0.33 0.10 0.02 0.01 Avail Cap(c_a), veh/h571 3447 1068 1312 2317 1266 450 0 1067 399 527 442 HCM Platoon Ratio2.00 2.00 2.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 0.09 0.09 0.09 0.99 0.00 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh30.3 0.0 0.0 4.4 18.1 18.3 54.7 0.0 47.8 48.4 47.8 47.7 Incr Delay (d2), s/veh0.1 0.2 0.0 0.0 2.8 5.2 0.4 0.0 0.1 0.1 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.6 0.1 0.0 0.6 24.9 28.6 2.2 0.0 0.0 0.5 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh30.4 0.2 0.0 4.4 20.9 23.5 55.1 0.0 47.9 48.5 47.8 47.7 LnGrp LOS C A A A C C E D D D D
Approach Vol, veh/h 1061 3751 242 25
Approach Delay, s/veh 2.2 20.8 50.0 48.3
Approach LOS A C D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.3 87.8 19.0 12.6 88.4 19.0
Change Period (Y+Rc), s6.3 6.1 5.9 6.3 6.1 5.9
Max Green Setting (Gmax), s15.7 51.9 34.1 15.7 51.9 34.1 Max Q Clear Time (g_c+I1), s4.2 2.0 8.3 2.6 81.1 3.7
Green Ext Time (p_c), s0.3 16.1 0.4 0.1 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh18.4
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary Future Base AM
10: Shenandoah Ave & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)46 1141 42 10 2980 16 338 15 3 17 4 181 Future Volume (veh/h)46 1141 42 10 2980 16 338 15 3 17 4 181 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h49 1214 41 11 3170 17 360 16 1 18 4 53 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 119 2091 71 363 2966 16 395 456 384 108 41 269 Arrive On Green 0.04 0.28 0.28 0.21 0.57 0.57 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 1767 5032 170 1767 5200 28 1328 1856 1561 289 165 1094 Grp Volume(v), veh/h49 815 440 11 2057 1130 360 16 1 75 0 0 Grp Sat Flow(s),veh/h/ln1767 1689 1824 1767 1689 1850 1328 1856 1561 1548 0 0 Q Serve(g_s), s 3.2 24.9 24.9 0.6 68.5 68.5 25.2 0.8 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s3.2 24.9 24.9 0.6 68.5 68.5 29.5 0.8 0.1 4.3 0.0 0.0 Prop In Lane 1.00 0.09 1.00 0.02 1.00 1.00 0.24 0.71
Lane Grp Cap(c), veh/h119 1404 758 363 1926 1056 395 456 384 418 0 0 V/C Ratio(X) 0.41 0.58 0.58 0.03 1.07 1.07 0.91 0.04 0.00 0.18 0.00 0.00 Avail Cap(c_a), veh/h177 1801 973 363 1926 1056 395 456 384 418 0 0 HCM Platoon Ratio0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.95 0.95 0.95 0.12 0.12 0.12 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh55.0 34.3 34.3 38.1 25.8 25.8 46.0 34.4 34.1 35.8 0.0 0.0 Incr Delay (d2), s/veh0.8 0.8 1.4 0.0 32.1 34.6 24.8 0.0 0.0 0.9 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.4 10.7 11.7 0.3 32.8 36.6 13.7 0.4 0.0 1.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh55.8 35.1 35.7 38.1 57.9 60.4 70.7 34.5 34.2 36.7 0.0 0.0 LnGrp LOS E D D D F F E C C D
Approach Vol, veh/h 1304 3198 377 75
Approach Delay, s/veh 36.1 58.7 69.1 36.7
Approach LOS D E E D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s11.5 74.0 34.5 30.1 55.4 34.5
Change Period (Y+Rc), s3.5 5.5 5.0 5.5 * 5.5 5.0
Max Green Setting (Gmax), s12.0 64.5 29.5 12.5 * 64 29.5 Max Q Clear Time (g_c+I1), s5.2 70.5 31.5 2.6 26.9 6.3
Green Ext Time (p_c), s0.0 0.0 0.0 0.0 19.0 0.4
Intersection Summary
HCM 7th Control Delay, s/veh53.2
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Future Base AM
11: Corning Ave & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)13 1129 11 35 2922 77 74 27 100 95 14 22 Future Volume (veh/h)13 1129 11 35 2922 77 74 27 100 95 14 22 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.97 0.96 0.98 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h14 1241 11 38 3211 83 81 30 11 104 15 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 55 3344 30 106 3426 88 163 143 117 261 322 269 Arrive On Green 0.03 0.65 0.65 0.12 1.00 1.00 0.08 0.08 0.08 0.07 0.17 0.17 Sat Flow, veh/h 1767 5178 46 1767 5079 130 1334 1856 1517 1767 1856 1548 Grp Volume(v), veh/h14 809 443 38 2126 1168 81 30 11 104 15 5 Grp Sat Flow(s),veh/h/ln1767 1689 1847 1767 1689 1832 1334 1856 1517 1767 1856 1548 Q Serve(g_s), s 0.9 13.4 13.4 2.4 0.0 0.0 7.2 1.8 0.8 6.3 0.8 0.3 Cycle Q Clear(g_c), s0.9 13.4 13.4 2.4 0.0 0.0 7.2 1.8 0.8 6.3 0.8 0.3 Prop In Lane 1.00 0.02 1.00 0.07 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h55 2181 1193 106 2278 1236 163 143 117 261 322 269 V/C Ratio(X) 0.25 0.37 0.37 0.36 0.93 0.95 0.50 0.21 0.09 0.40 0.05 0.02 Avail Cap(c_a), veh/h177 2181 1193 221 2278 1236 232 240 196 297 456 381 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.68 0.68 0.68 0.32 0.32 0.32 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh56.8 9.9 9.9 50.7 0.0 0.0 54.4 51.9 51.5 44.9 41.3 41.1 Incr Delay (d2), s/veh0.6 0.3 0.6 0.2 3.2 6.4 2.3 0.7 0.3 0.7 0.1 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 4.5 5.0 1.0 1.0 2.2 2.5 0.9 0.3 2.8 0.4 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh57.4 10.2 10.5 50.9 3.2 6.4 56.7 52.7 51.8 45.7 41.4 41.1 LnGrp LOS E B B D A A E D D D D D
Approach Vol, veh/h 1266 3332 122 124
Approach Delay, s/veh 10.8 4.9 55.3 45.0
Approach LOS B A E D
Timer - Assigned Phs1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.7 86.4 25.8 11.2 83.0 11.6 14.3 Change Period (Y+Rc), s4.0 5.5 5.0 4.0 5.5 3.5 5.0
Max Green Setting (Gmax), s12.0 64.0 29.5 15.0 61.0 10.5 15.5 Max Q Clear Time (g_c+I1), s2.9 2.0 2.8 4.4 15.4 8.3 9.2 Green Ext Time (p_c), s0.0 61.1 0.0 0.0 20.9 0.0 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 8.7
HCM 7th LOS A
Future Base AMHCM Signalized Intersection Capacity Analysis 12A: La Cienega Blvd SB & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1226 132 77 2057 0 0 0 0 47 0 975 Future Volume (vph) 0 1226 132 77 2057 0 0 0 0 47 0 975 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 7.0 6.0 7.5 5.5
Lane Util. Factor 0.81 1.00 0.91 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.99 1.00 1.00 1.00 0.85
Flt Protected 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 7335 1752 5036 1752 2760
Flt Permitted 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 7335 1752 5036 1752 2760
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 1333 143 84 2236 0 0 0 0 51 0 1060
RTOR Reduction (vph) 0 15 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 1461 0 84 2236 0 0 0 0 51 0 1060 Confl. Peds. (#/hr) 4 5 5 4
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Prot NA Prot custom
Protected Phases 6 4 5 2 4 3 1 3
Permitted Phases
Actuated Green, G (s) 28.5 55.5 68.5 17.5 38.0
Effective Green, g (s) 28.5 55.5 61.5 17.5 38.0
Actuated g/C Ratio 0.24 0.46 0.51 0.15 0.32
Clearance Time (s) 6.0 7.5
Vehicle Extension (s) 4.0 1.5
Lane Grp Cap (vph) 1742 810 2580 255 874
v/s Ratio Prot c0.20 0.05 c0.44 0.03 c0.38
v/s Ratio Perm
v/c Ratio 0.84 0.10 0.87 0.20 1.21
Uniform Delay, d1 43.6 18.2 25.7 45.1 41.0
Progression Factor 0.60 1.89 1.59 1.00 1.00
Incremental Delay, d2 4.7 0.0 0.3 0.1 106.3
Delay (s) 31.0 34.4 41.2 45.2 147.3
Level of Service C C D D F
Approach Delay (s/veh) 31.0 40.9 0.0 142.6
Approach LOS C D A F
Intersection Summary
HCM 2000 Control Delay (s/veh) 61.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.06
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 104.7% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
_______ tttt~ 't ttt
Future Base AMHCM Signalized Intersection Capacity Analysis 12B: La Cienega Blvd NB & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 253 1015 0 0 1701 46 444 2 133 0 0 0 Future Volume (vph) 253 1015 0 0 1701 46 444 2 133 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 7.5 6.0 6.0 7.0 7.0 5.0
Lane Util. Factor 0.97 0.91 0.86 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (prot) 3400 5036 6346 1537 1665 1670 1550
Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (perm) 3400 5036 6346 1537 1665 1670 1550
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 281 1128 0 0 1890 51 493 2 148 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 41 0 0 0 0 0 0
Lane Group Flow (vph) 281 1128 0 0 1890 10 246 249 148 0 0 0 Confl. Peds. (#/hr) 4 4 3
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Split NA custom
Protected Phases 1 3 3 6 2 4 4 5
Permitted Phases 2 4
Actuated Green, G (s) 38.0 52.0 23.0 23.0 38.5 38.5 48.5 Effective Green, g (s) 38.0 46.0 23.0 23.0 38.5 38.5 48.5 Actuated g/C Ratio 0.32 0.38 0.19 0.19 0.32 0.32 0.40
Clearance Time (s) 6.0 6.0 7.0 7.0 5.0
Vehicle Extension (s) 4.0 4.0 3.0 3.0 1.5
Lane Grp Cap (vph) 1076 1930 1216 294 534 535 626
v/s Ratio Prot 0.08 c0.22 c0.30 0.15 c0.15 0.02
v/s Ratio Perm 0.01 0.08
v/c Ratio 0.26 0.58 1.55 0.03 0.46 0.47 0.24
Uniform Delay, d1 30.5 29.4 48.5 39.5 32.5 32.5 23.6
Progression Factor 0.17 0.05 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.0 0.2 253.5 0.2 0.6 0.6 0.1
Delay (s) 5.3 1.7 302.0 39.7 33.1 33.2 23.6
Level of Service A A F D C C C
Approach Delay (s/veh) 2.4 295.1 31.0 0.0
Approach LOS A F C A
Intersection Summary
HCM 2000 Control Delay (s/veh) 149.3 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 104.7% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
"i"i ttt ___ tttt ., "i ., ____ _
HCM 7th Signalized Intersection Summary Future Base PM
1: Hannum Ave & Slauson Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 72 510 204 179 448 434 72 296 275 211 570 48 Future Volume (veh/h) 72 510 204 179 448 434 72 296 275 211 570 48 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 74 526 166 186 467 201 75 308 0 220 594 0 Peak Hour Factor 0.97 0.97 0.97 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 119 1803 552 245 2405 735 222 713 269 752
Arrive On Green 0.07 0.47 0.47 0.07 0.47 0.47 0.07 0.20 0.00 0.08 0.21 0.00 Sat Flow, veh/h 1767 3831 1173 3428 5066 1548 3291 3526 1572 3428 3526 1572 Grp Volume(v), veh/h 74 462 230 186 467 201 75 308 0 220 594 0 Grp Sat Flow(s),veh/h/ln 1767 1689 1626 1714 1689 1548 1646 1763 1572 1714 1763 1572 Q Serve(g_s), s 5.7 11.7 12.2 7.5 7.5 11.0 3.0 10.7 0.0 8.8 22.3 0.0 Cycle Q Clear(g_c), s 5.7 11.7 12.2 7.5 7.5 11.0 3.0 10.7 0.0 8.8 22.3 0.0 Prop In Lane 1.00 0.72 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 119 1590 766 245 2405 735 222 713 269 752 V/C Ratio(X) 0.62 0.29 0.30 0.76 0.19 0.27 0.34 0.43 0.82 0.79 Avail Cap(c_a), veh/h 188 1590 766 365 2405 735 346 949 360 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.87 0.87 0.87 0.98 0.98 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 63.5 22.7 22.8 63.8 21.3 22.2 62.3 48.8 0.0 63.5 52.1 0.0 Incr Delay (d2), s/veh 2.0 0.5 1.0 2.0 0.2 0.8 0.3 0.9 0.0 7.8 5.1 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 4.7 4.8 3.3 2.9 4.2 1.3 4.8 0.0 4.1 10.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 65.5 23.2 23.9 65.8 21.4 23.0 62.6 49.7 0.0 71.3 57.2 0.0 LnGrp LOS E C C E C C E D E E
Approach Vol, veh/h 766 854 383 814
Approach Delay, s/veh 27.5 31.5 52.2 61.0
Approach LOS C C D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.1 72.0 15.8 36.1 15.5 72.6 17.3 34.6 Change Period (Y+Rc), s 6.1 6.1 6.3 6.3 6.1 6.1 6.3 6.3 Max Green Setting (Gmax), s 14.9 47.9 14.7 37.7 14.9 47.9 14.7 37.7 Max Q Clear Time (g_c+I1), s 9.5 14.2 5.0 24.3 7.7 13.0 10.8 12.7 Green Ext Time (p_c), s 0.1 9.0 0.1 5.3 0.0 8.0 0.1 3.6 Intersection Summary
HCM 7th Control Delay, s/veh 41.7
HCM 7th LOS D
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 7th Signalized Intersection Summary Future Base PM
2: Fox Hills Dr/Driveway & Hannum Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 733 162 141 473 1 177 0 134 1 2 10 Future Volume (veh/h) 0 733 162 141 473 1 177 0 134 1 2 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.97 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 0 805 168 155 520 1 195 0 22 1 2 1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 569 1752 366 422 2512 5 245 0 212 14 28 14
Arrive On Green 0.00 0.60 0.60 0.12 1.00 1.00 0.14 0.00 0.14 0.03 0.03 0.03 Sat Flow, veh/h 1696 2898 605 1767 3610 7 1767 0 1529 433 867 433 Grp Volume(v), veh/h 0 490 483 155 254 267 195 0 22 4 0 0 Grp Sat Flow(s),veh/h/ln1696 1763 1740 1767 1763 1854 1767 0 1529 1734 0 0 Q Serve(g_s), s 0.0 18.3 18.3 3.8 0.0 0.0 12.8 0.0 1.5 0.3 0.0 0.0 Cycle Q Clear(g_c), s 0.0 18.3 18.3 3.8 0.0 0.0 12.8 0.0 1.5 0.3 0.0 0.0 Prop In Lane 1.00 0.35 1.00 0.00 1.00 1.00 0.25 0.25
Lane Grp Cap(c), veh/h 569 1066 1052 422 1227 1290 245 0 212 56 0 0 V/C Ratio(X) 0.00 0.46 0.46 0.37 0.21 0.21 0.80 0.00 0.10 0.07 0.00 0.00 Avail Cap(c_a), veh/h 779 1066 1052 540 1227 1290 421 0 364 405 0 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.65 0.65 0.94 0.94 0.94 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 13.0 13.0 8.5 0.0 0.0 50.0 0.0 45.2 56.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.9 0.9 0.2 0.4 0.3 2.2 0.0 0.1 0.2 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 7.1 7.0 1.2 0.1 0.1 5.8 0.0 0.6 0.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 13.9 13.9 8.7 0.4 0.3 52.3 0.0 45.2 56.6 0.0 0.0 LnGrp LOS B B A A A D D E
Approach Vol, veh/h 973 676 217 4
Approach Delay, s/veh 13.9 2.3 51.6 56.6
Approach LOS B A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s0.0 89.1 8.8 11.0 78.2 22.0
Change Period (Y+Rc), s 4.0 5.6 5.0 4.0 * 5.6 5.4
Max Green Setting (Gmax), s 15.0 28.4 28.0 15.0 * 29 28.6 Max Q Clear Time (g_c+I1), s 0.0 2.0 2.3 5.8 20.3 14.8
Green Ext Time (p_c), s 0.0 3.1 0.0 0.1 3.9 0.6
Intersection Summary
HCM 7th Control Delay, s/veh 14.2
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. "i tf.

HCM Signalized Intersection Capacity Analysis Future Base PM 3: Bristol Pkwy & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 1489 434 110 1364 2 170 0 49 12 14 25 Future Volume (vph) 7 1489 434 110 1364 2 170 0 49 12 14 25 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 10 10 11 8 10 12 10 10 10 12 12 12
Total Lost time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 0.85 0.93
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1636 4700 1516 2946 4700 1568 3173 1370 1380 3177 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.99 Satd. Flow (perm) 1636 4700 1516 2946 4700 1568 3173 1370 1380 3177 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 7 1519 443 112 1392 2 173 0 50 12 14 26 RTOR Reduction (vph) 0 0 111 0 0 1 0 23 21 0 23 0
Lane Group Flow (vph) 7 1519 332 112 1392 1 173 2 4 0 29 0 Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr) 1 2
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Perm Split NA pm+ov Split NA Protected Phases 5 2 1 6 4 4 1 3 3
Permitted Phases 2 6 4
Actuated Green, G (s) 2.2 62.4 62.4 8.9 69.1 69.1 11.5 11.5 20.4 12.4 Effective Green, g (s) 2.2 62.4 62.4 8.9 69.1 69.1 11.5 11.5 20.4 12.4 Actuated g/C Ratio 0.02 0.52 0.52 0.07 0.58 0.58 0.10 0.10 0.17 0.10 Clearance Time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 29 2444 788 218 2706 902 304 131 234 328 v/s Ratio Prot 0.00 c0.32 0.04 c0.30 c0.05 0.00 0.00 c0.01 v/s Ratio Perm 0.22 0.00 0.00
v/c Ratio 0.24 0.62 0.42 0.51 0.51 0.00 0.57 0.02 0.02 0.09 Uniform Delay, d1 58.1 20.4 17.7 53.5 15.3 10.8 51.9 49.1 41.5 48.7 Progression Factor 1.00 1.00 1.00 1.22 1.16 1.00 1.05 1.00 1.00 1.00 Incremental Delay, d2 1.6 1.2 1.7 0.8 0.7 0.0 1.4 0.0 0.0 0.0 Delay (s) 59.6 21.6 19.4 66.1 18.5 10.8 55.7 49.2 41.5 48.7 Level of Service E C B E B B E D D D
Approach Delay (s/veh) 21.3 22.0 53.4 48.7
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 23.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.56
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 24.8 Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
t
HCM 7th Signalized Intersection Summary Future Base PM
4: Bristol Pkwy & Hannum Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 597 295 84 287 88 153 133 161 260 262 77 Future Volume (veh/h) 14 597 295 84 287 88 153 133 161 260 262 77 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 16 663 212 93 319 67 170 148 33 289 291 60 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 579 2116 940 437 2116 1098 197 460 100 464 409 83 Arrive On Green 1.00 1.00 1.00 0.20 0.20 0.20 0.11 0.16 0.16 0.03 0.05 0.05 Sat Flow, veh/h 988 3526 1566 628 3526 1566 1767 2869 622 3428 2906 589 Grp Volume(v), veh/h 16 663 212 93 319 67 170 89 92 289 175 176 Grp Sat Flow(s),veh/h/ln 988 1763 1566 628 1763 1566 1767 1763 1728 1714 1763 1733 Q Serve(g_s), s 0.2 0.0 0.0 15.0 9.0 3.1 11.3 5.4 5.6 9.9 11.7 12.1 Cycle Q Clear(g_c), s 9.2 0.0 0.0 15.0 9.0 3.1 11.3 5.4 5.6 9.9 11.7 12.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.36 1.00 0.34
Lane Grp Cap(c), veh/h 579 2116 940 437 2116 1098 197 283 277 464 248 244 V/C Ratio(X) 0.03 0.31 0.23 0.21 0.15 0.06 0.86 0.32 0.33 0.62 0.70 0.72 Avail Cap(c_a), veh/h 579 2116 940 437 2116 1098 239 502 493 511 451 443 HCM Platoon Ratio 2.00 2.00 2.00 0.33 0.33 0.33 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.86 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.89 0.89 Uniform Delay (d), s/veh 0.6 0.0 0.0 25.2 22.8 11.7 52.4 44.6 44.7 55.4 54.7 54.9 Incr Delay (d2), s/veh 0.0 0.1 0.1 1.1 0.2 0.1 20.5 0.6 0.7 1.1 3.2 3.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 2.6 4.0 1.0 6.1 2.4 2.5 4.6 5.8 5.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.6 0.1 0.1 26.4 23.0 11.8 72.9 45.2 45.4 56.6 58.0 58.5 LnGrp LOS A A A C C B E D D E E E
Approach Vol, veh/h 891 479 351 640
Approach Delay, s/veh 0.1 22.1 58.7 57.5
Approach LOS A C E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 17.3 25.0 77.6 19.2 23.2 77.6
Change Period (Y+Rc), s 5.3 5.8 * 5.6 5.8 6.3 * 5.6
Max Green Setting (Gmax), s 13.7 34.2 * 55 16.2 30.7 * 55 Max Q Clear Time (g_c+I1), s 11.9 7.6 17.0 13.3 14.1 11.2 Green Ext Time (p_c), s 0.1 1.0 3.4 0.1 1.8 6.1
Intersection Summary
HCM 7th Control Delay, s/veh 28.8
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. _ 'f'i tT+
HCM 7th TWSC Future Base PM
5: Bristol Pkwy & Uplander Way Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 2.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 74 70 320 41 47 598
Future Vol, veh/h 74 70 320 41 47 598
Conflicting Peds, #/hr 0 2 0 5 5 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 30 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 84 80 364 47 53 680
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 839 212 0 0 415 0
Stage 1 392 - - - - -
Stage 2 447 - - - - -
Critical Hdwy 6.86 6.96 - - 4.16 -
Critical Hdwy Stg 1 5.86 - - - - -
Critical Hdwy Stg 2 5.86 - - - - -
Follow-up Hdwy 3.53 3.33 - - 2.23 -
Pot Cap-1 Maneuver 303 790 - - 1133 -
Stage 1 649 - - - - -
Stage 2 609 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 284 785 - - 1128 -
Mov Cap-2 Maneuver 284 - - - - -
Stage 1 646 - - - - -
Stage 2 573 - - - - -
Approach WB NB SB
HCM Control Delay, s/v16.71 0 1

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 284 785 262 -
HCM Lane V/C Ratio - - 0.296 0.101 0.047 -
HCM Control Delay (s/veh) - - 23 10.1 8.4 0.4
HCM Lane LOS - - C B A A
HCM 95th %tile Q(veh) - - 1.2 0.3 0.1 -
HCM 7th Signalized Intersection Summary Future Base PM
6: Bristol Pkwy & Green Valley Cir Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 67 269 129 34 184 82 76 170 37 240 421 73 Future Volume (veh/h) 67 269 129 34 184 82 76 170 37 240 421 73 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.98 1.00 0.98 0.99 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 71 286 84 36 196 40 81 181 33 255 448 67 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 444 876 252 376 951 190 465 715 130 593 1442 214 Arrive On Green 0.33 0.33 0.33 0.33 0.33 0.33 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1123 2691 774 996 2920 583 876 1521 277 1152 3069 456 Grp Volume(v), veh/h 71 185 185 36 117 119 81 0 214 255 256 259 Grp Sat Flow(s),veh/h/ln1123 1763 1702 996 1763 1740 876 0 1799 1152 1763 1762 Q Serve(g_s), s 2.6 4.3 4.4 1.5 2.6 2.7 3.4 0.0 3.8 9.2 4.8 4.9 Cycle Q Clear(g_c), s 5.3 4.3 4.4 5.9 2.6 2.7 8.3 0.0 3.8 13.0 4.8 4.9 Prop In Lane 1.00 0.45 1.00 0.34 1.00 0.15 1.00 0.26
Lane Grp Cap(c), veh/h 444 574 554 376 574 566 465 0 845 593 828 828 V/C Ratio(X) 0.16 0.32 0.33 0.10 0.20 0.21 0.17 0.00 0.25 0.43 0.31 0.31 Avail Cap(c_a), veh/h 1331 1967 1899 1163 1967 1941 1031 0 2007 1337 1967 1966 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh15.0 13.7 13.7 16.0 13.1 13.1 11.4 0.0 8.6 12.5 8.8 8.9 Incr Delay (d2), s/veh 0.4 0.7 0.7 0.2 0.4 0.4 0.4 0.0 0.3 1.1 0.4 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.6 1.6 1.6 0.3 0.9 1.0 0.6 0.0 1.2 2.1 1.5 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 15.4 14.4 14.5 16.2 13.5 13.5 11.8 0.0 8.9 13.6 9.3 9.3 LnGrp LOS B B B B B B B A B A A
Approach Vol, veh/h 441 272 295 770
Approach Delay, s/veh 14.6 13.9 9.7 10.7
Approach LOS B B A B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 30.8 23.0 30.8 23.0
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green Setting (Gmax), s 60.0 60.0 60.0 60.0
Max Q Clear Time (g_c+I1), s 10.3 7.3 15.0 7.9
Green Ext Time (p_c), s 3.8 5.6 10.1 3.3
Intersection Summary
HCM 7th Control Delay, s/veh 12.0
HCM 7th LOS B
HCM 7th Signalized Intersection Summary Future Base PM
7: Uplander Way & Hannum Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)13 954 51 70 194 6 41 0 82 24 0 60 Future Volume (veh/h)13 954 51 70 194 6 41 0 82 24 0 60 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 0.99 1.00 1.00 0.98 0.98 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h15 1084 40 80 220 5 47 0 11 27 0 0
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 898 2412 1066 426 2526 1122 243 0 187 192 0 191 Arrive On Green 0.02 0.68 0.68 0.05 0.72 0.72 0.12 0.00 0.12 0.12 0.00 0.00 Sat Flow, veh/h 1767 3526 1558 1767 3526 1566 1505 0 1538 1090 0 1572 Grp Volume(v), veh/h15 1084 40 80 220 5 47 0 11 27 0 0
Grp Sat Flow(s),veh/h/ln1767 1763 1558 1767 1763 1566 1505 0 1538 1090 0 1572 Q Serve(g_s), s 0.3 16.8 1.0 1.5 2.3 0.1 0.0 0.0 0.8 2.2 0.0 0.0 Cycle Q Clear(g_c), s0.3 16.8 1.0 1.5 2.3 0.1 2.9 0.0 0.8 5.1 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h898 2412 1066 426 2526 1122 243 0 187 192 0 191 V/C Ratio(X) 0.02 0.45 0.04 0.19 0.09 0.00 0.19 0.00 0.06 0.14 0.00 0.00 Avail Cap(c_a), veh/h1056 2412 1066 542 2526 1122 413 0 377 361 0 385 HCM Platoon Ratio1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.91 0.91 0.91 0.99 0.99 0.99 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh4.1 8.6 6.1 5.7 5.1 4.8 47.6 0.0 46.6 49.9 0.0 0.0 Incr Delay (d2), s/veh0.0 0.6 0.1 0.1 0.1 0.0 0.1 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 6.0 0.3 0.5 0.8 0.0 1.3 0.0 0.3 0.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh4.1 9.2 6.2 5.8 5.2 4.8 47.7 0.0 46.7 50.0 0.0 0.0 LnGrp LOS A A A A A A D D D
Approach Vol, veh/h 1139 305 58 27
Approach Delay, s/veh 9.0 5.4 47.5 50.0
Approach LOS A A D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s8.3 91.6 20.2 12.1 87.7 20.2
Change Period (Y+Rc), s5.5 5.6 5.6 5.6 * 5.6 5.6
Max Green Setting (Gmax), s13.5 60.4 29.4 14.4 * 60 29.4 Max Q Clear Time (g_c+I1), s2.3 4.3 4.9 3.5 18.8 7.1
Green Ext Time (p_c), s0.0 1.5 0.1 0.1 9.9 0.1
Intersection Summary
HCM 7th Control Delay, s/veh10.5
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Future Base PM
8: Buckingham Pkwy & Hannum Ave & Driveway Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 53 726 232 114 188 34 77 1 94 0 1 0 Future Volume (veh/h) 53 726 232 114 188 34 77 1 94 0 1 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.97 0.96 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 56 772 193 121 200 29 82 1 17 0 1 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 87 2360 1017 546 2093 299 244 251 294 60 251 0 Arrive On Green 0.10 1.00 1.00 0.11 1.00 1.00 0.14 0.14 0.14 0.00 0.14 0.00 Sat Flow, veh/h 1767 3526 1519 1767 3091 441 1365 1856 1507 1384 1856 0 Grp Volume(v), veh/h 56 772 193 121 113 116 82 1 17 0 1 0 Grp Sat Flow(s),veh/h/ln1767 1763 1519 1767 1763 1769 1365 1856 1507 1384 1856 0 Q Serve(g_s), s 3.7 0.0 0.0 2.4 0.0 0.0 6.6 0.1 1.1 0.0 0.1 0.0 Cycle Q Clear(g_c), s 3.7 0.0 0.0 2.4 0.0 0.0 6.7 0.1 1.1 0.0 0.1 0.0 Prop In Lane 1.00 1.00 1.00 0.25 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 87 2360 1017 546 1194 1198 244 251 294 60 251 0 V/C Ratio(X) 0.64 0.33 0.19 0.22 0.09 0.10 0.34 0.00 0.06 0.00 0.00 0.00 Avail Cap(c_a), veh/h 202 2360 1017 647 1194 1198 426 498 494 244 498 0 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.89 0.89 0.89 0.90 0.90 0.90 1.00 1.00 1.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 53.1 0.0 0.0 4.5 0.0 0.0 47.8 44.9 39.6 0.0 44.9 0.0 Incr Delay (d2), s/veh 2.6 0.3 0.4 0.1 0.1 0.1 0.3 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.6 0.1 0.1 0.7 0.0 0.0 2.3 0.0 0.4 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 55.7 0.3 0.4 4.6 0.1 0.1 48.1 44.9 39.6 0.0 44.9 0.0 LnGrp LOS E A A A A A D D D D
Approach Vol, veh/h 1021 350 100 1
Approach Delay, s/veh 3.4 1.7 46.6 44.9
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s11.2 86.8 22.0 12.2 85.8 22.0
Change Period (Y+Rc), s 5.3 5.5 5.8 5.3 5.5 5.8
Max Green Setting (Gmax), s13.7 57.5 32.2 13.7 57.5 32.2 Max Q Clear Time (g_c+I1), s5.7 2.0 8.7 4.4 2.0 2.1
Green Ext Time (p_c), s 0.0 1.4 0.1 0.1 7.2 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 5.9
HCM 7th LOS A
" t .,, " T+
HCM 7th Signalized Intersection Summary Future Base PM
9: Buckingham Pkwy & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)15 1506 33 291 1376 18 34 11 708 57 30 51 Future Volume (veh/h)15 1506 33 291 1376 18 34 11 708 57 30 51 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h16 1585 20 306 1448 18 36 0 560 60 32 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 458 2937 908 673 3166 39 322 0 835 236 389 326 Arrive On Green 0.05 1.00 1.00 0.02 0.20 0.20 0.14 0.00 0.14 0.21 0.21 0.21 Sat Flow, veh/h 3428 5066 1567 3428 5157 64 1342 0 3113 839 1856 1557 Grp Volume(v), veh/h16 1585 20 306 948 518 36 0 560 60 32 10 Grp Sat Flow(s),veh/h/ln1714 1689 1567 1714 1689 1844 1342 0 1557 839 1856 1557 Q Serve(g_s), s 0.2 0.0 0.0 4.2 29.6 29.6 2.8 0.0 19.5 7.3 1.7 0.6 Cycle Q Clear(g_c), s0.2 0.0 0.0 4.2 29.6 29.6 4.5 0.0 19.5 7.3 1.7 0.6 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h458 2937 908 673 2074 1132 322 0 835 236 389 326 V/C Ratio(X) 0.03 0.54 0.02 0.45 0.46 0.46 0.11 0.00 0.67 0.25 0.08 0.03 Avail Cap(c_a), veh/h738 2937 908 835 2074 1132 423 0 1068 298 527 442 HCM Platoon Ratio2.00 2.00 2.00 0.33 0.33 0.33 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 0.77 0.77 0.77 0.78 0.78 0.78 0.95 0.00 0.95 1.00 1.00 1.00 Uniform Delay (d), s/veh11.9 0.0 0.0 9.0 30.3 30.3 43.5 0.0 42.8 40.4 38.2 37.7 Incr Delay (d2), s/veh0.0 0.6 0.0 0.1 0.6 1.0 0.1 0.0 0.5 0.2 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 0.2 0.0 1.5 13.5 14.8 1.0 0.0 7.8 1.5 0.8 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh11.9 0.6 0.0 9.1 30.8 31.3 43.5 0.0 43.3 40.6 38.2 37.8 LnGrp LOS B A A A C C D D D D D
Approach Vol, veh/h 1621 1772 596 102
Approach Delay, s/veh 0.7 27.2 43.3 39.6
Approach LOS A C D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.3 75.7 31.0 9.2 79.8 31.0
Change Period (Y+Rc), s6.3 6.1 5.9 6.3 6.1 5.9
Max Green Setting (Gmax), s12.7 54.9 34.1 12.7 54.9 34.1 Max Q Clear Time (g_c+I1), s6.2 2.0 21.5 2.2 31.6 9.3
Green Ext Time (p_c), s0.3 32.2 1.2 0.0 16.5 0.3
Intersection Summary
HCM 7th Control Delay, s/veh19.3
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary Future Base PM
10: Shenandoah Ave & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)124 1816 274 13 1569 17 43 10 4 17 7 52 Future Volume (veh/h)124 1816 274 13 1569 17 43 10 4 17 7 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h129 1892 270 14 1634 17 45 10 1 18 7 12 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 147 2870 405 55 3037 32 359 394 333 188 77 106 Arrive On Green 0.08 0.64 0.64 0.02 0.39 0.39 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1767 4485 633 1767 5169 54 1377 1856 1566 676 361 498 Grp Volume(v), veh/h129 1419 743 14 1067 584 45 10 1 37 0 0 Grp Sat Flow(s),veh/h/ln1767 1689 1742 1767 1689 1846 1377 1856 1566 1535 0 0 Q Serve(g_s), s 8.7 31.3 32.1 0.9 29.2 29.2 0.6 0.5 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s8.7 31.3 32.1 0.9 29.2 29.2 2.6 0.5 0.1 2.0 0.0 0.0 Prop In Lane 1.00 0.36 1.00 0.03 1.00 1.00 0.49 0.32
Lane Grp Cap(c), veh/h147 2161 1114 55 1984 1084 359 394 333 371 0 0 V/C Ratio(X) 0.88 0.66 0.67 0.25 0.54 0.54 0.13 0.03 0.00 0.10 0.00 0.00 Avail Cap(c_a), veh/h147 2161 1114 177 1984 1084 359 394 333 371 0 0 HCM Platoon Ratio1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 0.84 0.84 0.84 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh54.4 13.4 13.6 57.4 23.9 23.9 38.2 37.4 37.2 38.0 0.0 0.0 Incr Delay (d2), s/veh31.2 1.2 2.3 0.8 0.9 1.6 0.2 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln5.0 10.7 11.7 0.4 12.3 13.7 1.1 0.2 0.0 0.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh85.6 14.6 15.9 58.1 24.7 25.5 38.3 37.4 37.2 38.6 0.0 0.0 LnGrp LOS F B B E C C D D D D
Approach Vol, veh/h 2291 1665 56 37
Approach Delay, s/veh 19.0 25.3 38.2 38.6
Approach LOS B C D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.5 76.0 30.5 7.2 82.3 30.5
Change Period (Y+Rc), s3.5 5.5 5.0 3.5 5.5 5.0
Max Green Setting (Gmax), s10.0 70.5 25.5 12.0 68.5 25.5 Max Q Clear Time (g_c+I1), s10.7 31.2 4.6 2.9 34.1 4.0
Green Ext Time (p_c), s0.0 26.9 0.1 0.0 30.2 0.1
Intersection Summary
HCM 7th Control Delay, s/veh22.0
HCM 7th LOS C
HCM 7th Signalized Intersection Summary Future Base PM
11: Corning Ave & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)2 1796 6 112 1594 94 14 12 301 134 22 16 Future Volume (veh/h)2 1796 6 112 1594 94 14 12 301 134 22 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h2 1871 6 117 1660 94 15 12 155 140 23 5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 9 2998 10 144 3195 181 216 212 179 331 413 349 Arrive On Green 0.01 0.58 0.58 0.16 1.00 1.00 0.11 0.11 0.11 0.08 0.22 0.22 Sat Flow, veh/h 1767 5213 17 1767 4905 278 1368 1856 1568 1767 1856 1570 Grp Volume(v), veh/h2 1212 665 117 1142 612 15 12 155 140 23 5 Grp Sat Flow(s),veh/h/ln1767 1689 1852 1767 1689 1806 1368 1856 1568 1767 1856 1570 Q Serve(g_s), s 0.1 28.5 28.6 7.7 0.0 0.0 1.2 0.7 11.7 8.2 1.2 0.3 Cycle Q Clear(g_c), s0.1 28.5 28.6 7.7 0.0 0.0 1.2 0.7 11.7 8.2 1.2 0.3 Prop In Lane 1.00 0.01 1.00 0.15 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h9 1942 1065 144 2200 1176 216 212 179 331 413 349 V/C Ratio(X) 0.21 0.62 0.62 0.81 0.52 0.52 0.07 0.06 0.87 0.42 0.06 0.01 Avail Cap(c_a), veh/h147 1942 1065 177 2200 1176 225 224 190 331 425 360 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.63 0.63 0.63 0.79 0.79 0.79 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh59.4 16.9 16.9 49.3 0.0 0.0 47.6 47.4 52.3 40.7 36.7 36.4 Incr Delay (d2), s/veh2.5 1.0 1.7 13.8 0.7 1.3 0.1 0.1 30.8 0.6 0.1 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 10.3 11.5 3.6 0.2 0.4 0.4 0.3 6.1 3.7 0.5 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh62.0 17.9 18.7 63.1 0.7 1.3 47.7 47.5 83.0 41.3 36.8 36.4 LnGrp LOS E B B E A A D D F D D D
Approach Vol, veh/h 1879 1871 182 168
Approach Delay, s/veh 18.2 4.8 77.8 40.6
Approach LOS B A E D
Timer - Assigned Phs1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s4.6 83.7 31.7 13.8 74.5 13.0 18.7 Change Period (Y+Rc), s4.0 5.5 5.0 4.0 5.5 3.5 5.0
Max Green Setting (Gmax), s10.0 68.0 27.5 12.0 66.0 9.5 14.5 Max Q Clear Time (g_c+I1), s2.1 2.0 3.2 9.7 30.6 10.2 13.7 Green Ext Time (p_c), s0.0 40.7 0.1 0.0 28.0 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh15.6
HCM 7th LOS B
Future Base PMHCM Signalized Intersection Capacity Analysis 12A: La Cienega Blvd SB & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 2181 62 116 1031 0 0 0 0 240 34 769 Future Volume (vph) 0 2181 62 116 1031 0 0 0 0 240 34 769 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 7.0 6.0 7.5 7.5 5.5
Lane Util. Factor 0.81 1.00 0.91 1.00 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00
Satd. Flow (prot) 7434 1752 5036 1752 1845 2760
Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00
Satd. Flow (perm) 7434 1752 5036 1752 1845 2760
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 2248 64 120 1063 0 0 0 0 247 35 793
RTOR Reduction (vph) 0 3 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 2309 0 120 1063 0 0 0 0 247 35 793 Confl. Peds. (#/hr) 2 1
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Prot NA Split NA custom
Protected Phases 6 4 5 2 4 3 3 1 3
Permitted Phases
Actuated Green, G (s) 38.4 45.6 68.5 17.5 17.5 38.0
Effective Green, g (s) 38.4 45.6 61.5 17.5 17.5 38.0
Actuated g/C Ratio 0.32 0.38 0.51 0.15 0.15 0.32
Clearance Time (s) 6.0 7.5 7.5
Vehicle Extension (s) 4.0 1.5 1.5
Lane Grp Cap (vph) 2378 665 2580 255 269 874
v/s Ratio Prot c0.31 0.07 c0.21 0.14 0.02 c0.29
v/s Ratio Perm
v/c Ratio 0.97 0.18 0.41 0.97 0.13 0.91
Uniform Delay, d1 40.2 24.8 18.1 51.0 44.6 39.3
Progression Factor 1.03 1.81 0.33 1.00 1.00 1.00
Incremental Delay, d2 10.2 0.1 0.1 46.8 0.1 12.7
Delay (s) 51.6 45.0 6.1 97.8 44.7 52.0
Level of Service D D A F D D
Approach Delay (s/veh) 51.6 10.1 0.0 62.3
Approach LOS D B A E
Intersection Summary
HCM 2000 Control Delay (s/veh) 43.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 63.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
_______ tttt~ 't ttt
Future Base PMHCM Signalized Intersection Capacity Analysis 12B: La Cienega Blvd NB & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 482 1941 0 0 1009 60 138 5 180 0 0 0 Future Volume (vph) 482 1941 0 0 1009 60 138 5 180 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 7.5 6.0 6.0 7.0 7.0 5.0
Lane Util. Factor 0.97 0.91 0.86 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 0.96 1.00
Satd. Flow (prot) 3400 5036 6346 1543 1665 1674 1553
Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.96 1.00
Satd. Flow (perm) 3400 5036 6346 1543 1665 1674 1553
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 497 2001 0 0 1040 62 142 5 186 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 45 0 0 0 0 0 0
Lane Group Flow (vph) 497 2001 0 0 1040 17 74 73 186 0 0 0 Confl. Peds. (#/hr) 2 1
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Split NA custom
Protected Phases 1 3 3 6 2 4 4 5
Permitted Phases 2 4
Actuated Green, G (s) 38.0 61.9 32.9 32.9 28.6 28.6 38.6 Effective Green, g (s) 38.0 55.9 32.9 32.9 28.6 28.6 38.6 Actuated g/C Ratio 0.32 0.47 0.27 0.27 0.24 0.24 0.32
Clearance Time (s) 6.0 6.0 7.0 7.0 5.0
Vehicle Extension (s) 4.0 4.0 3.0 3.0 1.5
Lane Grp Cap (vph) 1076 2345 1739 423 396 398 499
v/s Ratio Prot 0.15 c0.40 c0.16 0.04 0.04 c0.03
v/s Ratio Perm 0.01 0.09
v/c Ratio 0.46 0.85 0.60 0.04 0.19 0.18 0.37
Uniform Delay, d1 32.8 28.4 37.8 32.0 36.4 36.4 31.4
Progression Factor 0.32 0.21 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.0 0.9 1.5 0.2 0.2 0.2 0.2
Delay (s) 10.4 6.9 39.3 32.1 36.7 36.6 31.5
Level of Service B A D C D D C
Approach Delay (s/veh) 7.6 38.9 33.8 0.0
Approach LOS A D C A
Intersection Summary
HCM 2000 Control Delay (s/veh) 18.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.70
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 63.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
"i"i ttt ___ tttt ., "i ., ____ _
HCM 7th Signalized Intersection Summary Future Plus Project AM 1: Hannum Ave & Slauson Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 49 229 47 36 522 873 145 726 230 143 165 32 Future Volume (veh/h) 49 229 47 36 522 873 145 726 230 143 165 32 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 51 239 29 38 544 664 151 756 0 149 172 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 109 2058 243 189 2237 693 653 876 244 428
Arrive On Green 0.06 0.45 0.45 0.06 0.44 0.44 0.20 0.25 0.00 0.07 0.12 0.00 Sat Flow, veh/h 1767 4592 543 3428 5066 1568 3291 3526 1572 3428 3526 1572 Grp Volume(v), veh/h 51 174 94 38 544 664 151 756 0 149 172 0 Grp Sat Flow(s),veh/h/ln 1767 1689 1757 1714 1689 1568 1646 1763 1572 1714 1763 1572 Q Serve(g_s), s 3.9 4.2 4.4 1.5 9.4 57.4 5.4 28.7 0.0 5.9 6.3 0.0 Cycle Q Clear(g_c), s 3.9 4.2 4.4 1.5 9.4 57.4 5.4 28.7 0.0 5.9 6.3 0.0 Prop In Lane 1.00 0.31 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 109 1513 788 189 2237 693 653 876 244 428 V/C Ratio(X) 0.47 0.12 0.12 0.20 0.24 0.96 0.23 0.86 0.61 0.40 Avail Cap(c_a), veh/h 188 1513 788 365 2237 693 653 949 360 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.09 0.09 0.09 0.92 0.92 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 63.5 22.5 22.5 63.2 24.4 37.8 47.2 50.3 0.0 63.1 56.8 0.0 Incr Delay (d2), s/veh 1.2 0.2 0.3 0.0 0.0 4.4 0.1 8.2 0.0 0.9 1.3 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 1.7 1.8 0.6 3.7 22.3 2.2 13.6 0.0 2.6 2.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 64.6 22.6 22.8 63.2 24.5 42.2 47.2 58.6 0.0 64.1 58.1 0.0 LnGrp LOS E C C E C D D E E E
Approach Vol, veh/h 319 1246 907 321
Approach Delay, s/veh 29.4 35.1 56.7 60.9
Approach LOS C D E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.8 68.8 34.1 23.3 14.7 67.9 16.3 41.1 Change Period (Y+Rc), s 6.1 6.1 6.3 6.3 6.1 6.1 6.3 6.3 Max Green Setting (Gmax), s 14.9 47.9 14.7 37.7 14.9 47.9 14.7 37.7 Max Q Clear Time (g_c+I1), s 3.5 6.4 7.4 8.3 5.9 59.4 7.9 30.7 Green Ext Time (p_c), s 0.0 3.2 0.1 1.9 0.0 0.0 0.1 4.0 Intersection Summary
HCM 7th Control Delay, s/veh 44.4
HCM 7th LOS D
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 7th Signalized Intersection Summary Future Plus Project AM 2: Fox Hills Dr/Driveway & Hannum Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 194 25 63 771 10 348 6 36 0 0 0 Future Volume (veh/h) 3 194 25 63 771 10 348 6 36 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 0.97 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 3 206 21 67 820 11 370 6 9 0 0 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 442 1918 193 798 2279 31 396 6 351 0 2 0
Arrive On Green 0.01 0.59 0.59 0.10 1.00 1.00 0.23 0.23 0.23 0.00 0.00 0.00 Sat Flow, veh/h 1696 3232 326 1767 3562 48 1725 28 1531 0 1856 0 Grp Volume(v), veh/h 3 111 116 67 406 425 376 0 9 0 0 0 Grp Sat Flow(s),veh/h/ln1696 1763 1796 1767 1763 1847 1753 0 1531 0 1856 0 Q Serve(g_s), s 0.1 3.3 3.4 1.6 0.0 0.0 25.3 0.0 0.5 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 3.3 3.4 1.6 0.0 0.0 25.3 0.0 0.5 0.0 0.0 0.0 Prop In Lane 1.00 0.18 1.00 0.03 0.98 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 442 1046 1065 798 1128 1182 402 0 351 0 2 0 V/C Ratio(X) 0.01 0.11 0.11 0.08 0.36 0.36 0.93 0.00 0.03 0.00 0.00 0.00 Avail Cap(c_a), veh/h 645 1046 1065 927 1128 1182 418 0 365 0 433 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.95 0.95 0.95 0.88 0.88 0.88 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 9.7 10.6 10.6 6.8 0.0 0.0 45.3 0.0 35.8 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.2 0.2 0.0 0.8 0.8 27.1 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.3 1.3 0.5 0.2 0.2 13.9 0.0 0.2 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 9.7 10.8 10.8 6.9 0.8 0.8 72.5 0.0 35.8 0.0 0.0 0.0 LnGrp LOS A B B A A A E D
Approach Vol, veh/h 230 898 385 0
Approach Delay, s/veh 10.8 1.2 71.6 0.0
Approach LOS B A E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.7 82.4 0.0 10.2 76.8 32.9
Change Period (Y+Rc), s 4.0 5.6 5.0 4.0 * 5.6 5.4
Max Green Setting (Gmax), s 15.0 28.4 28.0 15.0 * 29 28.6 Max Q Clear Time (g_c+I1), s 2.1 2.0 0.0 3.6 5.4 27.3
Green Ext Time (p_c), s 0.0 5.5 0.0 0.0 1.2 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 20.6
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. "i tf.

HCM Signalized Intersection Capacity Analysis Future Plus Project AM 3: Bristol Pkwy & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 1006 313 45 3255 20 362 7 55 4 0 2 Future Volume (vph) 7 1006 313 45 3255 20 362 7 55 4 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 10 10 11 10 10 12 10 10 10 12 12 12
Total Lost time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.88 0.85 0.95
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.97 Satd. Flow (prot) 1636 4700 1493 3173 4700 1568 3173 1442 1390 3222 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.97 Satd. Flow (perm) 1636 4700 1493 3173 4700 1568 3173 1442 1390 3222 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 7 1037 323 46 3356 21 373 7 57 4 0 2
RTOR Reduction (vph) 0 0 111 0 0 9 0 22 25 0 6 0
Lane Group Flow (vph) 7 1037 212 46 3356 12 373 11 6 0 0 0 Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Perm Split NA pt+ov Split NA Protected Phases 5 2 1 6 4 4 1 4 3 3
Permitted Phases 2 6
Actuated Green, G (s) 2.2 65.7 65.7 5.8 69.3 69.3 17.3 17.3 28.9 6.4 Effective Green, g (s) 2.2 65.7 65.7 5.8 69.3 69.3 17.3 17.3 23.1 6.4 Actuated g/C Ratio 0.02 0.55 0.55 0.05 0.58 0.58 0.14 0.14 0.19 0.05 Clearance Time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 5.8
Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 Lane Grp Cap (vph) 29 2573 817 153 2714 905 457 207 267 171 v/s Ratio Prot 0.00 c0.22 0.01 c0.71 c0.12 0.01 0.00 c0.00 v/s Ratio Perm 0.14 0.01
v/c Ratio 0.24 0.40 0.26 0.30 1.24 0.01 0.82 0.05 0.02 0.00 Uniform Delay, d1 58.1 15.8 14.3 55.1 25.3 10.8 49.8 44.3 39.3 53.8 Progression Factor 1.00 1.00 1.00 0.85 1.43 1.00 0.81 1.18 1.00 1.00 Incremental Delay, d2 1.6 0.5 0.8 0.0 106.8 0.0 9.6 0.0 0.0 0.0 Delay (s) 59.6 16.2 15.1 46.9 143.1 10.8 49.9 52.3 39.3 53.8 Level of Service E B B D F B D D D D
Approach Delay (s/veh) 16.2 141.0 49.3 53.8
Approach LOS B F D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 100.6 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.07
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 24.8 Intersection Capacity Utilization 89.8% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
t
HCM 7th Signalized Intersection Summary Future Plus Project AM 4: Bristol Pkwy & Hannum Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 125 129 97 414 63 319 345 126 102 180 50 Future Volume (veh/h) 4 125 129 97 414 63 319 345 126 102 180 50 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 4 133 64 103 440 36 339 367 93 109 191 27 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 560 1943 861 701 1943 950 327 705 177 315 361 50 Arrive On Green 0.92 0.92 0.92 1.00 1.00 1.00 0.19 0.25 0.25 0.02 0.04 0.04 Sat Flow, veh/h 908 3526 1562 1170 3526 1562 1767 2788 698 3428 3100 431 Grp Volume(v), veh/h 4 133 64 103 440 36 339 230 230 109 107 111 Grp Sat Flow(s),veh/h/ln 908 1763 1562 1170 1763 1562 1767 1763 1723 1714 1763 1769 Q Serve(g_s), s 0.0 0.4 0.4 0.1 0.0 0.0 22.2 13.5 13.8 3.7 7.2 7.4 Cycle Q Clear(g_c), s 0.0 0.4 0.4 0.5 0.0 0.0 22.2 13.5 13.8 3.7 7.2 7.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.40 1.00 0.24
Lane Grp Cap(c), veh/h 560 1943 861 701 1943 950 327 446 436 315 205 206 V/C Ratio(X) 0.01 0.07 0.07 0.15 0.23 0.04 1.04 0.52 0.53 0.35 0.52 0.54 Avail Cap(c_a), veh/h 560 1943 861 701 1943 950 327 591 577 511 451 452 HCM Platoon Ratio 1.67 1.67 1.67 2.00 2.00 2.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 0.98 0.98 0.98 1.00 1.00 1.00 0.96 0.96 0.96 Uniform Delay (d), s/veh 2.2 2.2 2.2 0.0 0.0 0.0 48.9 38.5 38.6 53.6 54.4 54.5 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.4 0.3 0.1 59.7 0.9 1.0 0.2 2.0 2.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.1 0.1 0.1 0.1 0.0 15.1 5.9 5.9 1.6 3.4 3.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 2.2 2.2 2.2 0.4 0.3 0.1 108.6 39.4 39.6 53.8 56.4 56.6 LnGrp LOS A A A A A A F D D D E E
Approach Vol, veh/h 201 579 799 327
Approach Delay, s/veh 2.2 0.3 68.8 55.6
Approach LOS A A E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s12.1 36.2 71.7 28.0 20.3 71.7
Change Period (Y+Rc), s 5.3 5.8 * 5.6 5.8 6.3 * 5.6
Max Green Setting (Gmax), s13.7 40.2 * 49 22.2 30.7 * 49 Max Q Clear Time (g_c+I1), s5.7 15.8 2.5 24.2 9.4 2.4
Green Ext Time (p_c), s 0.1 2.7 3.7 0.0 1.1 1.1
Intersection Summary
HCM 7th Control Delay, s/veh 38.7
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. _ 'f'i tT+
HCM 7th TWSC Future Plus Project AM
5: Bristol Pkwy & Uplander Way Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 78 79 628 41 53 319
Future Vol, veh/h 78 79 628 41 53 319
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 30 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 80 81 647 42 55 329
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 942 345 0 0 690 0
Stage 1 669 - - - - -
Stage 2 274 - - - - -
Critical Hdwy 6.86 6.96 - - 4.16 -
Critical Hdwy Stg 1 5.86 - - - - -
Critical Hdwy Stg 2 5.86 - - - - -
Follow-up Hdwy 3.53 3.33 - - 2.23 -
Pot Cap-1 Maneuver 259 648 - - 894 -
Stage 1 468 - - - - -
Stage 2 745 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 242 648 - - 894 -
Mov Cap-2 Maneuver 242 - - - - -
Stage 1 468 - - - - -
Stage 2 695 - - - - -
Approach WB NB SB
HCM Control Delay, s/v19.18 0 1.73

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 242 648 513 -
HCM Lane V/C Ratio - - 0.332 0.126 0.061 -
HCM Control Delay (s/veh) - - 27.1 11.3 9.3 0.5
HCM Lane LOS - - D B A A
HCM 95th %tile Q(veh) - - 1.4 0.4 0.2 -
HCM 7th Signalized Intersection Summary Future Plus Project AM 6: Bristol Pkwy & Green Valley Cir Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 61 82 24 16 395 266 186 442 39 90 148 55 Future Volume (veh/h) 61 82 24 16 395 266 186 442 39 90 148 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 65 87 10 17 420 179 198 470 39 96 157 28 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 311 1143 129 567 863 364 615 743 62 329 1317 230 Arrive On Green 0.36 0.36 0.36 0.36 0.36 0.36 0.44 0.44 0.44 0.44 0.44 0.44 Sat Flow, veh/h 810 3189 360 1278 2409 1015 1184 1689 140 882 2997 524 Grp Volume(v), veh/h 65 47 50 17 306 293 198 0 509 96 91 94 Grp Sat Flow(s),veh/h/ln 810 1763 1787 1278 1763 1662 1184 0 1829 882 1763 1758 Q Serve(g_s), s 3.7 1.0 1.0 0.5 7.3 7.5 6.5 0.0 11.8 5.2 1.7 1.7 Cycle Q Clear(g_c), s 11.2 1.0 1.0 1.5 7.3 7.5 8.2 0.0 11.8 16.9 1.7 1.7 Prop In Lane 1.00 0.20 1.00 0.61 1.00 0.08 1.00 0.30
Lane Grp Cap(c), veh/h 311 632 640 567 632 595 615 0 804 329 775 773 V/C Ratio(X) 0.21 0.08 0.08 0.03 0.48 0.49 0.32 0.00 0.63 0.29 0.12 0.12 Avail Cap(c_a), veh/h 914 1943 1970 1518 1943 1832 1400 0 2017 914 1943 1938 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh18.0 11.5 11.5 12.0 13.6 13.6 11.5 0.0 11.8 18.4 9.0 9.0 Incr Delay (d2), s/veh 0.7 0.1 0.1 0.0 1.2 1.3 0.6 0.0 1.8 1.0 0.1 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.7 0.3 0.4 0.1 2.7 2.6 1.5 0.0 4.2 1.0 0.5 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 18.7 11.6 11.6 12.1 14.8 14.9 12.1 0.0 13.6 19.4 9.2 9.2 LnGrp LOS B B B B B B B B B A A
Approach Vol, veh/h 162 616 707 281
Approach Delay, s/veh 14.4 14.8 13.2 12.7
Approach LOS B B B B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 29.4 25.0 29.4 25.0
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green Setting (Gmax), s 60.0 60.0 60.0 60.0
Max Q Clear Time (g_c+I1), s 13.8 13.2 18.9 9.5
Green Ext Time (p_c), s 9.9 2.0 3.4 8.8
Intersection Summary
HCM 7th Control Delay, s/veh 13.8
HCM 7th LOS B
HCM 7th Signalized Intersection Summary Future Plus Project AM 7: Uplander Way & Hannum Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 154 0 41 535 23 99 0 141 6 0 2 Future Volume (veh/h) 23 154 0 41 535 23 99 0 141 6 0 2 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 0.99 0.99 0.98 0.97 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 26 173 0 46 601 18 111 0 22 7 5 -4 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 666 2378 1061 927 2423 1072 267 0 213 115 70 220 Arrive On Green 0.03 0.67 0.00 0.09 1.00 1.00 0.14 0.00 0.14 0.14 0.14 0.00 Sat Flow, veh/h 1767 3526 1572 1767 3526 1560 1482 0 1529 482 503 1572 Grp Volume(v), veh/h 26 173 0 46 601 18 111 0 22 12 0 -4 Grp Sat Flow(s),veh/h/ln1767 1763 1572 1767 1763 1560 1482 0 1529 985 0 1572 Q Serve(g_s), s 0.5 2.0 0.0 0.9 0.0 0.0 0.0 0.0 1.5 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.5 2.0 0.0 0.9 0.0 0.0 7.7 0.0 1.5 7.7 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 0.58 1.00
Lane Grp Cap(c), veh/h 666 2378 1061 927 2423 1072 267 0 213 185 0 220 V/C Ratio(X) 0.04 0.07 0.00 0.05 0.25 0.02 0.42 0.00 0.10 0.06 0.00 -0.02 Avail Cap(c_a), veh/h 806 2378 1061 1058 2423 1072 412 0 375 345 0 385 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.00 0.87 0.87 0.87 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 4.7 6.7 0.0 4.6 0.0 0.0 47.7 0.0 45.1 44.9 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.1 0.0 0.0 0.2 0.0 0.4 0.0 0.1 0.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.2 0.7 0.0 0.3 0.1 0.0 3.1 0.0 0.6 0.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 4.7 6.7 0.0 4.6 0.2 0.0 48.1 0.0 45.1 44.9 0.0 0.0 LnGrp LOS A A A A A D D D
Approach Vol, veh/h 199 665 133 8
Approach Delay, s/veh 6.5 0.5 47.6 67.4
Approach LOS A A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.6 88.1 22.4 11.1 86.6 22.4
Change Period (Y+Rc), s 5.5 5.6 5.6 5.6 * 5.6 5.6
Max Green Setting (Gmax), s13.5 60.4 29.4 14.4 * 60 29.4 Max Q Clear Time (g_c+I1), s2.5 2.0 9.7 2.9 4.0 9.7
Green Ext Time (p_c), s 0.0 4.6 0.4 0.0 1.2 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 8.5
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement. * HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Future Plus Project AM 8: Buckingham Pkwy & Hannum Ave & Driveway Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 275 85 49 255 0 241 2 114 39 1 63 Future Volume (veh/h) 0 275 85 49 255 0 241 2 114 39 1 63 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 0 306 52 54 283 0 268 2 40 43 1 18 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 1 2077 920 742 2405 0 353 415 424 358 18 332 Arrive On Green 0.00 1.00 1.00 0.10 1.00 0.00 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1767 3526 1560 1767 3618 0 1366 1856 1554 1339 82 1484 Grp Volume(v), veh/h 0 306 52 54 283 0 268 2 40 43 0 19 Grp Sat Flow(s),veh/h/ln1767 1763 1560 1767 1763 0 1366 1856 1554 1339 0 1567 Q Serve(g_s), s 0.0 0.0 0.0 1.3 0.0 0.0 23.0 0.1 2.3 3.1 0.0 1.1 Cycle Q Clear(g_c), s 0.0 0.0 0.0 1.3 0.0 0.0 24.2 0.1 2.3 3.2 0.0 1.1 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.95
Lane Grp Cap(c), veh/h 1 2077 920 742 2405 0 353 415 424 358 0 351 V/C Ratio(X) 0.00 0.15 0.06 0.07 0.12 0.00 0.76 0.00 0.09 0.12 0.00 0.05 Avail Cap(c_a), veh/h 202 2077 920 858 2405 0 414 498 493 418 0 420 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.98 0.98 0.99 0.99 0.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 7.0 0.0 0.0 46.1 36.2 32.6 37.4 0.0 36.6 Incr Delay (d2), s/veh 0.0 0.1 0.1 0.0 0.1 0.0 5.4 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.0 0.0 0.4 0.0 0.0 8.3 0.0 0.9 1.0 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.1 0.1 7.0 0.1 0.0 51.5 36.2 32.6 37.5 0.0 36.6 LnGrp LOS A A A A D D C D D
Approach Vol, veh/h 358 337 310 62
Approach Delay, s/veh 0.1 1.2 49.0 37.2
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s0.0 87.4 32.6 11.1 76.2 32.6
Change Period (Y+Rc), s 5.3 5.5 5.8 5.3 5.5 5.8
Max Green Setting (Gmax), s13.7 57.5 32.2 13.7 57.5 32.2 Max Q Clear Time (g_c+I1), s0.0 2.0 26.2 3.3 2.0 5.2
Green Ext Time (p_c), s 0.0 1.9 0.3 0.0 2.3 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 16.8
HCM 7th LOS B
" t .,, " T+
HCM 7th Signalized Intersection Summary Future Plus Project AM 9: Buckingham Pkwy & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)66 908 36 180 3276 38 67 28 412 18 4 14 Future Volume (veh/h)66 908 36 180 3276 38 67 28 412 18 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h70 966 25 191 3485 39 71 0 237 19 4 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 301 3410 1057 1055 3505 39 218 0 545 191 216 181 Arrive On Green 0.11 1.00 1.00 0.06 0.68 0.68 0.04 0.00 0.04 0.12 0.12 0.12 Sat Flow, veh/h 3428 5066 1570 3428 5165 58 1384 0 3112 1126 1856 1556 Grp Volume(v), veh/h70 966 25 191 2274 1250 71 0 237 19 4 2 Grp Sat Flow(s),veh/h/ln1714 1689 1570 1714 1689 1845 1384 0 1556 1126 1856 1556 Q Serve(g_s), s 0.7 0.0 0.0 1.9 79.5 80.9 6.0 0.0 8.4 1.8 0.2 0.1 Cycle Q Clear(g_c), s0.7 0.0 0.0 1.9 79.5 80.9 6.3 0.0 8.4 1.8 0.2 0.1 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h301 3410 1057 1055 2292 1252 218 0 545 191 216 181 V/C Ratio(X) 0.23 0.28 0.02 0.18 0.99 1.00 0.33 0.00 0.44 0.10 0.02 0.01 Avail Cap(c_a), veh/h569 3410 1057 1304 2292 1252 451 0 1068 380 527 442 HCM Platoon Ratio2.00 2.00 2.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 0.09 0.09 0.09 0.99 0.00 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh30.0 0.0 0.0 4.6 19.0 19.2 54.1 0.0 48.3 47.7 47.0 46.9 Incr Delay (d2), s/veh0.1 0.2 0.0 0.0 4.2 7.2 0.3 0.0 0.2 0.1 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.6 0.1 0.0 0.5 26.2 30.2 2.2 0.0 3.4 0.5 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh30.2 0.2 0.0 4.6 23.1 26.4 54.4 0.0 48.5 47.8 47.0 46.9 LnGrp LOS C A A A C C D D D D D
Approach Vol, veh/h 1061 3715 308 25
Approach Delay, s/veh 2.2 23.3 49.9 47.6
Approach LOS A C D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.3 86.9 19.8 12.6 87.5 19.8
Change Period (Y+Rc), s6.3 6.1 5.9 6.3 6.1 5.9
Max Green Setting (Gmax), s15.7 51.9 34.1 15.7 51.9 34.1 Max Q Clear Time (g_c+I1), s3.9 2.0 10.4 2.7 82.9 3.8
Green Ext Time (p_c), s0.2 16.1 0.6 0.1 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh20.6
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary Future Plus Project AM 10: Shenandoah Ave & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 46 1248 42 10 2947 16 338 15 3 17 4 181 Future Volume (veh/h) 46 1248 42 10 2947 16 338 15 3 17 4 181 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 49 1328 42 11 3135 17 360 16 1 18 4 53 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 119 2240 71 312 2966 16 395 456 384 108 41 269 Arrive On Green 0.04 0.30 0.30 0.18 0.57 0.57 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 1767 5044 160 1767 5199 28 1328 1856 1561 289 165 1094 Grp Volume(v), veh/h 49 889 481 11 2034 1118 360 16 1 75 0 0 Grp Sat Flow(s),veh/h/ln1767 1689 1826 1767 1689 1850 1328 1856 1561 1548 0 0 Q Serve(g_s), s 3.2 26.9 26.9 0.6 68.5 68.5 25.2 0.8 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s 3.2 26.9 26.9 0.6 68.5 68.5 29.5 0.8 0.1 4.3 0.0 0.0 Prop In Lane 1.00 0.09 1.00 0.02 1.00 1.00 0.24 0.71
Lane Grp Cap(c), veh/h 119 1500 811 312 1926 1056 395 456 384 418 0 0 V/C Ratio(X) 0.41 0.59 0.59 0.04 1.06 1.06 0.91 0.04 0.00 0.18 0.00 0.00 Avail Cap(c_a), veh/h 177 1801 974 312 1926 1056 395 456 384 418 0 0 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.93 0.93 0.93 0.15 0.15 0.15 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 55.0 32.9 32.9 40.9 25.8 25.8 46.0 34.4 34.1 35.8 0.0 0.0 Incr Delay (d2), s/veh 0.8 0.7 1.4 0.0 27.6 30.5 24.8 0.0 0.0 0.9 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.4 11.5 12.6 0.3 31.5 35.4 13.7 0.4 0.0 1.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 55.8 33.6 34.3 40.9 53.4 56.3 70.7 34.5 34.2 36.7 0.0 0.0 LnGrp LOS E C C D F F E C C D
Approach Vol, veh/h 1419 3163 377 75
Approach Delay, s/veh 34.6 54.4 69.1 36.7
Approach LOS C D E D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s11.5 74.0 34.5 26.7 58.8 34.5
Change Period (Y+Rc), s 3.5 5.5 5.0 5.5 * 5.5 5.0
Max Green Setting (Gmax), s12.0 64.5 29.5 12.5 * 64 29.5 Max Q Clear Time (g_c+I1), s5.2 70.5 31.5 2.6 28.9 6.3
Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 20.4 0.4
Intersection Summary
HCM 7th Control Delay, s/veh 49.6
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Future Plus Project AM 11: Corning Ave & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)13 1236 11 35 2889 77 74 27 100 95 14 22 Future Volume (veh/h)13 1236 11 35 2889 77 74 27 100 95 14 22 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.97 0.96 0.98 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h14 1358 12 38 3175 83 81 30 11 104 15 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 55 3344 30 106 3425 89 163 143 117 261 322 269 Arrive On Green 0.03 0.65 0.65 0.12 1.00 1.00 0.08 0.08 0.08 0.07 0.17 0.17 Sat Flow, veh/h 1767 5179 46 1767 5077 132 1334 1856 1517 1767 1856 1548 Grp Volume(v), veh/h14 886 484 38 2103 1155 81 30 11 104 15 5 Grp Sat Flow(s),veh/h/ln1767 1689 1847 1767 1689 1832 1334 1856 1517 1767 1856 1548 Q Serve(g_s), s 0.9 15.1 15.1 2.4 0.0 0.0 7.2 1.8 0.8 6.3 0.8 0.3 Cycle Q Clear(g_c), s0.9 15.1 15.1 2.4 0.0 0.0 7.2 1.8 0.8 6.3 0.8 0.3 Prop In Lane 1.00 0.02 1.00 0.07 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h55 2181 1193 106 2278 1236 163 143 117 261 322 269 V/C Ratio(X) 0.25 0.41 0.41 0.36 0.92 0.93 0.50 0.21 0.09 0.40 0.05 0.02 Avail Cap(c_a), veh/h177 2181 1193 221 2278 1236 232 240 196 297 456 381 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.68 0.68 0.68 0.51 0.51 0.51 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh56.8 10.2 10.2 50.7 0.0 0.0 54.4 51.9 51.5 44.9 41.3 41.1 Incr Delay (d2), s/veh0.6 0.4 0.7 0.4 4.3 8.3 2.3 0.7 0.3 0.7 0.1 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 5.1 5.7 1.0 1.4 2.9 2.5 0.9 0.3 2.8 0.4 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh57.4 10.6 10.9 51.1 4.3 8.3 56.7 52.7 51.8 45.7 41.4 41.1 LnGrp LOS E B B D A A E D D D D D
Approach Vol, veh/h 1384 3296 122 124
Approach Delay, s/veh 11.2 6.2 55.3 45.0
Approach LOS B A E D
Timer - Assigned Phs1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.7 86.4 25.8 11.2 83.0 11.6 14.3 Change Period (Y+Rc), s4.0 5.5 5.0 4.0 5.5 3.5 5.0
Max Green Setting (Gmax), s12.0 64.0 29.5 15.0 61.0 10.5 15.5 Max Q Clear Time (g_c+I1), s2.9 2.0 2.8 4.4 17.1 8.3 9.2 Green Ext Time (p_c), s0.0 61.0 0.0 0.0 23.1 0.0 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 9.8
HCM 7th LOS A
Future Plus Project AMHCM Signalized Intersection Capacity Analysis 12A: La Cienega Blvd SB & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1297 168 77 2045 0 0 0 0 47 0 966 Future Volume (vph) 0 1297 168 77 2045 0 0 0 0 47 0 966 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 7.0 6.0 7.5 5.5
Lane Util. Factor 0.81 1.00 0.91 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.98 1.00 1.00 1.00 0.85
Flt Protected 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 7310 1752 5036 1752 2760
Flt Permitted 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 7310 1752 5036 1752 2760
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 1410 183 84 2223 0 0 0 0 51 0 1050
RTOR Reduction (vph) 0 19 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 1574 0 84 2223 0 0 0 0 51 0 1050 Confl. Peds. (#/hr) 4 5 5 4
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Prot NA Prot custom
Protected Phases 6 4 5 2 4 3 1 3
Permitted Phases 6
Actuated Green, G (s) 28.5 55.5 68.5 17.5 52.0
Effective Green, g (s) 28.5 55.5 61.5 17.5 52.0
Actuated g/C Ratio 0.24 0.46 0.51 0.15 0.43
Clearance Time (s) 6.0 7.5
Vehicle Extension (s) 4.0 1.5
Lane Grp Cap (vph) 1736 810 2580 255 1196
v/s Ratio Prot c0.22 0.05 c0.44 0.03 c0.28
v/s Ratio Perm 0.10
v/c Ratio 0.91 0.10 0.86 0.20 0.88
Uniform Delay, d1 44.5 18.2 25.5 45.1 31.1
Progression Factor 0.65 1.89 1.60 1.00 1.00
Incremental Delay, d2 7.9 0.0 0.3 0.1 7.3
Delay (s) 36.9 34.4 41.2 45.2 38.4
Level of Service D C D D D
Approach Delay (s/veh) 36.9 40.9 0.0 38.7
Approach LOS D D A D
Intersection Summary
HCM 2000 Control Delay (s/veh) 39.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.96
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 105.3% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
_______ tttt~ 't ttt
Future Plus Project AMHCM Signalized Intersection Capacity Analysis 12B: La Cienega Blvd NB & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 280 1059 0 0 1688 46 433 2 133 0 0 0 Future Volume (vph) 280 1059 0 0 1688 46 433 2 133 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 7.5 6.0 6.0 7.0 7.0 5.0
Lane Util. Factor 0.97 0.91 0.86 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (prot) 3400 5036 6346 1537 1665 1670 1550
Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (perm) 3400 5036 6346 1537 1665 1670 1550
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 311 1177 0 0 1876 51 481 2 148 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 41 0 0 0 0 0 0
Lane Group Flow (vph) 311 1177 0 0 1876 10 240 243 148 0 0 0 Confl. Peds. (#/hr) 4 4 3
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Split NA custom
Protected Phases 1 3 3 6 2 4 4 5
Permitted Phases 2 4
Actuated Green, G (s) 38.0 52.0 23.0 23.0 38.5 38.5 48.5 Effective Green, g (s) 38.0 46.0 23.0 23.0 38.5 38.5 48.5 Actuated g/C Ratio 0.32 0.38 0.19 0.19 0.32 0.32 0.40
Clearance Time (s) 6.0 6.0 7.0 7.0 5.0
Vehicle Extension (s) 4.0 4.0 3.0 3.0 1.5
Lane Grp Cap (vph) 1076 1930 1216 294 534 535 626
v/s Ratio Prot 0.09 c0.23 c0.30 0.14 c0.15 0.02
v/s Ratio Perm 0.01 0.08
v/c Ratio 0.29 0.61 1.54 0.03 0.45 0.45 0.24
Uniform Delay, d1 30.8 29.8 48.5 39.5 32.3 32.4 23.6
Progression Factor 0.17 0.05 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.0 0.2 248.4 0.2 0.6 0.6 0.1
Delay (s) 5.3 1.7 296.9 39.7 32.9 33.0 23.6
Level of Service A A F D C C C
Approach Delay (s/veh) 2.5 290.1 30.8 0.0
Approach LOS A F C A
Intersection Summary
HCM 2000 Control Delay (s/veh) 143.9 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 105.3% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
"i"i ttt ___ tttt ., "i ., ____ _
HCM 7th TWSC Future Plus Project AM
901: Bristol Pkwy & Dwy A Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 98 692 9 0 406
Future Vol, veh/h 0 98 692 9 0 406
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 107 752 10 0 441
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 978 381 0 0 762 0
Stage 1 757 - - - - -
Stage 2 221 - - - - -
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 248 617 - - 846 -
Stage 1 424 - - - - -
Stage 2 795 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 248 617 - - 846 -
Mov Cap-2 Maneuver 248 - - - - -
Stage 1 424 - - - - -
Stage 2 795 - - - - -
Approach WB NB SB
HCM Control Delay, s/v12.05 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 617 846 -
HCM Lane V/C Ratio - - 0.173 - -
HCM Control Delay (s/veh) - - 12 0 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.6 0 -
tT+
HCM 7th TWSC Future Plus Project AM
902: Uplander Way & Dwy B Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 4.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 95 16 67 145 35 6
Future Vol, veh/h 95 16 67 145 35 6
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 103 17 73 158 38 7
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 345 41 45 0 - 0
Stage 1 41 - - - - -
Stage 2 303 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 652 1030 1564 - - -
Stage 1 981 - - - - -
Stage 2 749 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 619 1030 1564 - - -
Mov Cap-2 Maneuver 619 - - - - -
Stage 1 931 - - - - -
Stage 2 749 - - - - -
Approach EB NB SB
HCM Control Delay, s/v11.72 2.34 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 569 - 656 - -
HCM Lane V/C Ratio 0.047 - 0.184 - -
HCM Control Delay (s/veh) 7.4 0 11.7 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0.1 - 0.7 - -
HCM 7th TWSC Future Plus Project AM
903: Uplander Way & Dwy C Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 3.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 16 78 103 10 37 54
Future Vol, veh/h 16 78 103 10 37 54
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 17 85 112 11 40 59
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 123 0 - 0 237 117
Stage 1 - - - - 117 -
Stage 2 - - - - 120 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1464 - - - 751 935
Stage 1 - - - - 908 -
Stage 2 - - - - 906 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1464 - - - 742 935
Mov Cap-2 Maneuver - - - - 742 -
Stage 1 - - - - 896 -
Stage 2 - - - - 906 -
Approach EB WB SB
HCM Control Delay, s/v 1.27 0 9.82

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 306 - - - 845
HCM Lane V/C Ratio 0.012 - - - 0.117
HCM Control Delay (s/veh) 7.5 0 - - 9.8
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.4
HCM 7th Signalized Intersection Summary Future Plus Project PM 1: Hannum Ave & Slauson Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 72 510 225 179 448 434 71 295 275 211 625 48 Future Volume (veh/h) 72 510 225 179 448 434 71 295 275 211 625 48 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 74 526 181 186 467 198 74 307 0 220 651 0 Peak Hour Factor 0.97 0.97 0.97 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 119 1710 570 245 2335 713 222 761 269 801
Arrive On Green 0.07 0.46 0.46 0.07 0.46 0.46 0.07 0.22 0.00 0.08 0.23 0.00 Sat Flow, veh/h 1767 3742 1247 3428 5066 1547 3291 3526 1572 3428 3526 1572 Grp Volume(v), veh/h 74 473 234 186 467 198 74 307 0 220 651 0 Grp Sat Flow(s),veh/h/ln1767 1689 1612 1714 1689 1547 1646 1763 1572 1714 1763 1572 Q Serve(g_s), s 5.7 12.4 12.9 7.5 7.7 11.1 3.0 10.5 0.0 8.8 24.5 0.0 Cycle Q Clear(g_c), s 5.7 12.4 12.9 7.5 7.7 11.1 3.0 10.5 0.0 8.8 24.5 0.0 Prop In Lane 1.00 0.77 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 119 1543 737 245 2335 713 222 761 269 801 V/C Ratio(X) 0.62 0.31 0.32 0.76 0.20 0.28 0.33 0.40 0.82 0.81 Avail Cap(c_a), veh/h 188 1543 737 365 2335 713 346 949 360 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.87 0.87 0.87 0.98 0.98 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh63.5 24.0 24.1 63.8 22.4 23.3 62.3 47.1 0.0 63.5 51.3 0.0 Incr Delay (d2), s/veh 2.0 0.5 1.1 2.0 0.2 0.8 0.3 0.7 0.0 7.8 6.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.6 4.9 5.0 3.3 3.0 4.2 1.3 4.7 0.0 4.1 11.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 65.5 24.5 25.3 65.8 22.6 24.2 62.6 47.9 0.0 71.3 57.3 0.0 LnGrp LOS E C C E C C E D E E
Approach Vol, veh/h 781 851 381 871
Approach Delay, s/veh 28.6 32.4 50.7 60.9
Approach LOS C C D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s16.1 70.1 15.7 38.1 15.5 70.6 17.3 36.5 Change Period (Y+Rc), s6.1 6.1 6.3 6.3 6.1 6.1 6.3 6.3
Max Green Setting (Gmax), s14.9 47.9 14.7 37.7 14.9 47.9 14.7 37.7 Max Q Clear Time (g_c+I1), s9.5 14.9 5.0 26.5 7.7 13.1 10.8 12.5 Green Ext Time (p_c), s 0.1 9.2 0.1 5.1 0.0 7.9 0.1 3.5 Intersection Summary
HCM 7th Control Delay, s/veh 42.4
HCM 7th LOS D
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 7th Signalized Intersection Summary Future Plus Project PM 2: Fox Hills Dr/Driveway & Hannum Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 809 162 141 471 1 177 0 138 1 2 10 Future Volume (veh/h) 0 809 162 141 471 1 177 0 138 1 2 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.97 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 0 889 170 155 518 1 195 0 22 1 2 1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 570 1782 341 392 2512 5 245 0 212 14 28 14
Arrive On Green 0.00 0.60 0.60 0.12 1.00 1.00 0.14 0.00 0.14 0.03 0.03 0.03 Sat Flow, veh/h 1696 2947 563 1767 3610 7 1767 0 1529 433 867 433 Grp Volume(v), veh/h 0 532 527 155 253 266 195 0 22 4 0 0 Grp Sat Flow(s),veh/h/ln1696 1763 1747 1767 1763 1854 1767 0 1529 1734 0 0 Q Serve(g_s), s 0.0 20.5 20.5 3.8 0.0 0.0 12.8 0.0 1.5 0.3 0.0 0.0 Cycle Q Clear(g_c), s 0.0 20.5 20.5 3.8 0.0 0.0 12.8 0.0 1.5 0.3 0.0 0.0 Prop In Lane 1.00 0.32 1.00 0.00 1.00 1.00 0.25 0.25
Lane Grp Cap(c), veh/h 570 1066 1057 392 1227 1290 245 0 212 56 0 0 V/C Ratio(X) 0.00 0.50 0.50 0.40 0.21 0.21 0.80 0.00 0.10 0.07 0.00 0.00 Avail Cap(c_a), veh/h 780 1066 1057 510 1227 1290 421 0 364 405 0 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.60 0.60 0.94 0.94 0.94 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 13.4 13.4 9.1 0.0 0.0 50.0 0.0 45.2 56.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 1.0 1.0 0.2 0.4 0.3 2.2 0.0 0.1 0.2 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 8.0 7.9 1.2 0.1 0.1 5.8 0.0 0.6 0.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 14.4 14.4 9.3 0.4 0.3 52.3 0.0 45.2 56.6 0.0 0.0 LnGrp LOS B B A A A D D E
Approach Vol, veh/h 1059 674 217 4
Approach Delay, s/veh 14.4 2.4 51.6 56.6
Approach LOS B A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s0.0 89.1 8.8 11.0 78.2 22.0
Change Period (Y+Rc), s 4.0 5.6 5.0 4.0 * 5.6 5.4
Max Green Setting (Gmax), s15.0 28.4 28.0 15.0 * 29 28.6 Max Q Clear Time (g_c+I1), s0.0 2.0 2.3 5.8 22.5 14.8
Green Ext Time (p_c), s 0.0 3.1 0.0 0.1 3.3 0.6
Intersection Summary
HCM 7th Control Delay, s/veh 14.5
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. "i tf.

HCM Signalized Intersection Capacity Analysis Future Plus Project PM 3: Bristol Pkwy & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 1489 452 110 1364 2 169 0 49 12 14 25 Future Volume (vph) 7 1489 452 110 1364 2 169 0 49 12 14 25 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 10 10 11 8 10 12 10 10 10 12 12 12
Total Lost time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 0.85 0.93
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1636 4700 1516 2946 4700 1568 3173 1370 1380 3177 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.99 Satd. Flow (perm) 1636 4700 1516 2946 4700 1568 3173 1370 1380 3177 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 7 1519 461 112 1392 2 172 0 50 12 14 26 RTOR Reduction (vph) 0 0 115 0 0 1 0 23 21 0 23 0
Lane Group Flow (vph) 7 1519 346 112 1392 1 172 2 4 0 29 0 Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr) 1 2
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Perm Split NA pm+ov Split NA Protected Phases 5 2 1 6 4 4 1 3 3
Permitted Phases 2 6 4
Actuated Green, G (s) 2.2 62.4 62.4 8.9 69.1 69.1 11.5 11.5 20.4 12.4 Effective Green, g (s) 2.2 62.4 62.4 8.9 69.1 69.1 11.5 11.5 20.4 12.4 Actuated g/C Ratio 0.02 0.52 0.52 0.07 0.58 0.58 0.10 0.10 0.17 0.10 Clearance Time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 29 2444 788 218 2706 902 304 131 234 328 v/s Ratio Prot 0.00 c0.32 0.04 c0.30 c0.05 0.00 0.00 c0.01 v/s Ratio Perm 0.23 0.00 0.00
v/c Ratio 0.24 0.62 0.44 0.51 0.51 0.00 0.57 0.02 0.02 0.09 Uniform Delay, d1 58.1 20.4 17.9 53.5 15.3 10.8 51.9 49.1 41.5 48.7 Progression Factor 1.00 1.00 1.00 1.23 1.15 1.00 1.02 1.00 1.00 1.00 Incremental Delay, d2 1.6 1.2 1.8 0.8 0.7 0.0 1.4 0.0 0.0 0.0 Delay (s) 59.6 21.6 19.7 66.5 18.3 10.8 54.4 49.2 41.5 48.7 Level of Service E C B E B B D D D D
Approach Delay (s/veh) 21.3 21.9 52.4 48.7
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 23.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.56
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 24.8 Intersection Capacity Utilization 61.9% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
t
HCM 7th Signalized Intersection Summary Future Plus Project PM 4: Bristol Pkwy & Hannum Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 654 318 85 283 87 155 133 164 273 267 77 Future Volume (veh/h) 14 654 318 85 283 87 155 133 164 273 267 77 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 16 727 239 94 314 66 172 148 56 303 297 60 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 580 2107 936 404 2107 1100 199 401 145 477 416 83 Arrive On Green 1.00 1.00 1.00 0.20 0.20 0.20 0.11 0.16 0.16 0.03 0.05 0.05 Sat Flow, veh/h 993 3526 1566 576 3526 1566 1767 2520 912 3428 2918 580 Grp Volume(v), veh/h 16 727 239 94 314 66 172 101 103 303 178 179 Grp Sat Flow(s),veh/h/ln 993 1763 1566 576 1763 1566 1767 1763 1669 1714 1763 1735 Q Serve(g_s), s 0.2 0.0 0.0 16.6 8.8 3.1 11.5 6.2 6.6 10.4 11.9 12.2 Cycle Q Clear(g_c), s 9.1 0.0 0.0 16.6 8.8 3.1 11.5 6.2 6.6 10.4 11.9 12.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.55 1.00 0.33
Lane Grp Cap(c), veh/h 580 2107 936 404 2107 1100 199 280 265 477 251 247 V/C Ratio(X) 0.03 0.35 0.26 0.23 0.15 0.06 0.87 0.36 0.39 0.63 0.71 0.73 Avail Cap(c_a), veh/h 580 2107 936 404 2107 1100 239 502 476 511 451 444 HCM Platoon Ratio 2.00 2.00 2.00 0.33 0.33 0.33 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.83 0.83 0.83 1.00 1.00 1.00 1.00 1.00 1.00 0.88 0.88 0.88 Uniform Delay (d), s/veh 0.6 0.0 0.0 26.1 22.9 11.6 52.4 45.0 45.2 55.6 54.7 54.9 Incr Delay (d2), s/veh 0.0 0.1 0.1 1.3 0.1 0.1 21.0 0.8 0.9 1.4 3.2 3.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 2.7 4.0 1.0 6.2 2.7 2.8 4.8 5.9 6.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.6 0.1 0.1 27.4 23.1 11.7 73.4 45.8 46.1 57.1 57.9 58.4 LnGrp LOS A A A C C B E D D E E E
Approach Vol, veh/h 982 474 376 660
Approach Delay, s/veh 0.1 22.3 58.5 57.7
Approach LOS A C E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 17.8 24.9 77.3 19.3 23.4 77.3
Change Period (Y+Rc), s 5.3 5.8 * 5.6 5.8 6.3 * 5.6
Max Green Setting (Gmax), s 13.7 34.2 * 55 16.2 30.7 * 55 Max Q Clear Time (g_c+I1), s 12.4 8.6 18.6 13.5 14.2 11.1 Green Ext Time (p_c), s 0.1 1.1 3.5 0.1 1.8 6.9
Intersection Summary
HCM 7th Control Delay, s/veh 28.4
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. _ 'f'i tT+
HCM 7th TWSC Future Plus Project PM
5: Bristol Pkwy & Uplander Way Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 3.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 72 65 336 61 75 599
Future Vol, veh/h 72 65 336 61 75 599
Conflicting Peds, #/hr 0 2 0 5 5 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 30 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 82 74 382 69 85 681
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 932 233 0 0 456 0
Stage 1 421 - - - - -
Stage 2 511 - - - - -
Critical Hdwy 6.86 6.96 - - 4.16 -
Critical Hdwy Stg 1 5.86 - - - - -
Critical Hdwy Stg 2 5.86 - - - - -
Follow-up Hdwy 3.53 3.33 - - 2.23 -
Pot Cap-1 Maneuver 263 766 - - 1094 -
Stage 1 627 - - - - -
Stage 2 564 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 237 761 - - 1089 -
Mov Cap-2 Maneuver 237 - - - - -
Stage 1 624 - - - - -
Stage 2 510 - - - - -
Approach WB NB SB
HCM Control Delay, s/v19.58 0 1.54

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 237 761 401 -
HCM Lane V/C Ratio - - 0.346 0.097 0.078 -
HCM Control Delay (s/veh) - - 28 10.2 8.6 0.7
HCM Lane LOS - - D B A A
HCM 95th %tile Q(veh) - - 1.5 0.3 0.3 -
HCM 7th Signalized Intersection Summary Future Plus Project PM 6: Bristol Pkwy & Green Valley Cir Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 71 269 129 34 184 86 76 198 37 240 420 73 Future Volume (veh/h) 71 269 129 34 184 86 76 198 37 240 420 73 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 76 286 84 36 196 40 81 211 34 255 447 67 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 434 861 248 367 934 186 473 745 120 577 1472 219 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.48 0.48 0.48 0.48 0.48 0.48 Sat Flow, veh/h 1123 2691 774 996 2919 583 877 1554 250 1120 3068 457 Grp Volume(v), veh/h 76 185 185 36 117 119 81 0 245 255 256 258 Grp Sat Flow(s),veh/h/ln1123 1763 1701 996 1763 1739 877 0 1804 1120 1763 1762 Q Serve(g_s), s 2.9 4.4 4.5 1.6 2.6 2.7 3.4 0.0 4.5 9.7 4.8 4.9 Cycle Q Clear(g_c), s 5.7 4.4 4.5 6.1 2.6 2.7 8.3 0.0 4.5 14.2 4.8 4.9 Prop In Lane 1.00 0.45 1.00 0.34 1.00 0.14 1.00 0.26
Lane Grp Cap(c), veh/h 434 564 544 367 564 556 473 0 865 577 845 845 V/C Ratio(X) 0.18 0.33 0.34 0.10 0.21 0.21 0.17 0.00 0.28 0.44 0.30 0.31 Avail Cap(c_a), veh/h 1303 1927 1860 1138 1927 1902 1011 0 1973 1265 1927 1927 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh15.7 14.2 14.2 16.6 13.6 13.6 11.2 0.0 8.6 12.9 8.7 8.7 Incr Delay (d2), s/veh 0.4 0.7 0.8 0.2 0.4 0.4 0.4 0.0 0.4 1.1 0.4 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.7 1.6 1.6 0.3 1.0 1.0 0.6 0.0 1.5 2.2 1.5 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 16.1 14.9 15.0 16.8 14.0 14.0 11.6 0.0 9.0 14.0 9.1 9.1 LnGrp LOS B B B B B B B A B A A
Approach Vol, veh/h 446 272 326 769
Approach Delay, s/veh 15.2 14.4 9.6 10.7
Approach LOS B B A B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 31.8 23.1 31.8 23.1
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green Setting (Gmax), s 60.0 60.0 60.0 60.0
Max Q Clear Time (g_c+I1), s 10.3 7.7 16.2 8.1
Green Ext Time (p_c), s 4.2 5.6 10.1 3.3
Intersection Summary
HCM 7th Control Delay, s/veh 12.2
HCM 7th LOS B
HCM 7th Signalized Intersection Summary Future Plus Project PM 7: Uplander Way & Hannum Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 13 957 121 160 194 6 37 0 75 24 0 60 Future Volume (veh/h) 13 957 121 160 194 6 37 0 75 24 0 60 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 0.98 0.98 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 15 1088 113 182 220 5 42 0 8 27 0 0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 900 2402 1061 412 2530 1124 240 0 185 195 0 189 Arrive On Green 0.02 0.68 0.68 0.06 0.72 0.72 0.12 0.00 0.12 0.12 0.00 0.00 Sat Flow, veh/h 1767 3526 1557 1767 3526 1566 1498 0 1537 1120 0 1572 Grp Volume(v), veh/h 15 1088 113 182 220 5 42 0 8 27 0 0 Grp Sat Flow(s),veh/h/ln1767 1763 1557 1767 1763 1566 1498 0 1537 1120 0 1572 Q Serve(g_s), s 0.3 17.1 3.0 3.6 2.3 0.1 0.0 0.0 0.6 2.2 0.0 0.0 Cycle Q Clear(g_c), s 0.3 17.1 3.0 3.6 2.3 0.1 2.6 0.0 0.6 4.8 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 900 2402 1061 412 2530 1124 240 0 185 195 0 189 V/C Ratio(X) 0.02 0.45 0.11 0.44 0.09 0.00 0.17 0.00 0.04 0.14 0.00 0.00 Avail Cap(c_a), veh/h 1058 2402 1061 521 2530 1124 412 0 377 365 0 385 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.90 0.90 0.90 0.98 0.98 0.98 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 4.1 8.8 6.6 6.5 5.1 4.8 47.6 0.0 46.7 49.7 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.6 0.2 0.3 0.1 0.0 0.1 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 6.1 1.0 1.2 0.8 0.0 1.2 0.0 0.2 0.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 4.1 9.4 6.7 6.8 5.2 4.8 47.7 0.0 46.7 49.9 0.0 0.0 LnGrp LOS A A A A A A D D D
Approach Vol, veh/h 1216 407 50 27
Approach Delay, s/veh 9.1 5.9 47.5 49.9
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s8.3 91.7 20.0 12.6 87.4 20.0
Change Period (Y+Rc), s 5.5 5.6 5.6 5.6 * 5.6 5.6
Max Green Setting (Gmax), s13.5 60.4 29.4 14.4 * 60 29.4 Max Q Clear Time (g_c+I1), s2.3 4.3 4.6 5.6 19.1 6.8
Green Ext Time (p_c), s 0.0 1.5 0.1 0.2 10.4 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 10.1
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Future Plus Project PM 8: Buckingham Pkwy & Hannum Ave & Driveway Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 53 722 232 114 275 34 80 1 94 0 1 0 Future Volume (veh/h) 53 722 232 114 275 34 80 1 94 0 1 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.97 0.96 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 56 768 193 121 293 31 85 1 17 0 1 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 87 2359 1017 548 2177 228 244 251 294 60 251 0 Arrive On Green 0.10 1.00 1.00 0.11 1.00 1.00 0.14 0.14 0.14 0.00 0.14 0.00 Sat Flow, veh/h 1767 3526 1519 1767 3215 337 1365 1856 1507 1384 1856 0 Grp Volume(v), veh/h 56 768 193 121 159 165 85 1 17 0 1 0 Grp Sat Flow(s),veh/h/ln1767 1763 1519 1767 1763 1789 1365 1856 1507 1384 1856 0 Q Serve(g_s), s 3.7 0.0 0.0 2.4 0.0 0.0 6.9 0.1 1.1 0.0 0.1 0.0 Cycle Q Clear(g_c), s 3.7 0.0 0.0 2.4 0.0 0.0 7.0 0.1 1.1 0.0 0.1 0.0 Prop In Lane 1.00 1.00 1.00 0.19 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 87 2359 1017 548 1194 1212 244 251 294 60 251 0 V/C Ratio(X) 0.64 0.33 0.19 0.22 0.13 0.14 0.35 0.00 0.06 0.00 0.00 0.00 Avail Cap(c_a), veh/h 202 2359 1017 648 1194 1212 426 498 494 244 498 0 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.87 0.87 0.87 0.79 0.79 0.79 1.00 1.00 1.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 53.1 0.0 0.0 4.5 0.0 0.0 47.9 44.9 39.6 0.0 44.9 0.0 Incr Delay (d2), s/veh 2.6 0.3 0.4 0.1 0.2 0.2 0.3 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.6 0.1 0.1 0.7 0.1 0.1 2.4 0.0 0.4 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 55.6 0.3 0.4 4.6 0.2 0.2 48.2 44.9 39.6 0.0 44.9 0.0 LnGrp LOS E A A A A A D D D D
Approach Vol, veh/h 1017 445 103 1
Approach Delay, s/veh 3.4 1.4 46.8 44.9
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s11.2 86.8 22.0 12.2 85.8 22.0
Change Period (Y+Rc), s 5.3 5.5 5.8 5.3 5.5 5.8
Max Green Setting (Gmax), s13.7 57.5 32.2 13.7 57.5 32.2 Max Q Clear Time (g_c+I1), s5.7 2.0 9.0 4.4 2.0 2.1
Green Ext Time (p_c), s 0.0 2.0 0.1 0.1 7.1 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 5.7
HCM 7th LOS A
" t .,, " T+
HCM 7th Signalized Intersection Summary Future Plus Project PM 9: Buckingham Pkwy & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)15 1506 33 378 1376 18 34 11 704 57 30 51 Future Volume (veh/h)15 1506 33 378 1376 18 34 11 704 57 30 51 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h16 1585 19 398 1448 18 36 0 555 60 32 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 460 2915 902 693 3178 39 319 0 849 235 384 323 Arrive On Green 0.05 1.00 1.00 0.02 0.20 0.20 0.14 0.00 0.14 0.21 0.21 0.21 Sat Flow, veh/h 3428 5066 1567 3428 5157 64 1341 0 3113 843 1856 1557 Grp Volume(v), veh/h16 1585 19 398 948 518 36 0 555 60 32 10 Grp Sat Flow(s),veh/h/ln1714 1689 1567 1714 1689 1844 1341 0 1557 843 1856 1557 Q Serve(g_s), s 0.2 0.0 0.0 5.4 29.6 29.6 2.9 0.0 19.2 7.3 1.7 0.6 Cycle Q Clear(g_c), s0.2 0.0 0.0 5.4 29.6 29.6 4.5 0.0 19.2 7.3 1.7 0.6 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h460 2915 902 693 2081 1136 319 0 849 235 384 323 V/C Ratio(X) 0.03 0.54 0.02 0.57 0.46 0.46 0.11 0.00 0.65 0.26 0.08 0.03 Avail Cap(c_a), veh/h740 2915 902 833 2081 1136 423 0 1088 300 527 442 HCM Platoon Ratio2.00 2.00 2.00 0.33 0.33 0.33 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 0.77 0.77 0.77 0.75 0.75 0.75 0.95 0.00 0.95 1.00 1.00 1.00 Uniform Delay (d), s/veh12.0 0.0 0.0 8.9 30.1 30.1 43.7 0.0 42.1 40.6 38.4 38.0 Incr Delay (d2), s/veh0.0 0.6 0.0 0.2 0.5 1.0 0.1 0.0 0.4 0.2 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 0.2 0.0 2.0 13.4 14.8 1.0 0.0 7.7 1.5 0.8 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh12.0 0.6 0.0 9.1 30.7 31.1 43.7 0.0 42.5 40.8 38.4 38.0 LnGrp LOS B A A A C C D D D D D
Approach Vol, veh/h 1620 1864 591 102
Approach Delay, s/veh 0.7 26.2 42.6 39.8
Approach LOS A C D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s14.1 75.2 30.8 9.2 80.0 30.8
Change Period (Y+Rc), s6.3 6.1 5.9 6.3 6.1 5.9
Max Green Setting (Gmax), s12.7 54.9 34.1 12.7 54.9 34.1 Max Q Clear Time (g_c+I1), s7.4 2.0 21.2 2.2 31.6 9.3
Green Ext Time (p_c), s0.4 32.2 1.2 0.0 16.5 0.3
Intersection Summary
HCM 7th Control Delay, s/veh18.9
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary Future Plus Project PM 10: Shenandoah Ave & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)124 1812 274 13 1656 17 43 10 4 17 7 52 Future Volume (veh/h)124 1812 274 13 1656 17 43 10 4 17 7 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h129 1888 270 14 1725 17 45 10 1 18 7 12 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 147 2869 406 55 3039 30 359 394 333 188 77 106 Arrive On Green 0.08 0.64 0.64 0.02 0.39 0.39 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1767 4484 634 1767 5172 51 1377 1856 1566 676 361 498 Grp Volume(v), veh/h129 1417 741 14 1126 616 45 10 1 37 0 0 Grp Sat Flow(s),veh/h/ln1767 1689 1741 1767 1689 1846 1377 1856 1566 1535 0 0 Q Serve(g_s), s 8.7 31.2 32.0 0.9 31.2 31.3 0.6 0.5 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s8.7 31.2 32.0 0.9 31.2 31.3 2.6 0.5 0.1 2.0 0.0 0.0 Prop In Lane 1.00 0.36 1.00 0.03 1.00 1.00 0.49 0.32
Lane Grp Cap(c), veh/h147 2161 1114 55 1984 1085 359 394 333 371 0 0 V/C Ratio(X) 0.88 0.66 0.67 0.25 0.57 0.57 0.13 0.03 0.00 0.10 0.00 0.00 Avail Cap(c_a), veh/h147 2161 1114 177 1984 1085 359 394 333 371 0 0 HCM Platoon Ratio1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 0.82 0.82 0.82 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh54.4 13.4 13.6 57.4 24.5 24.5 38.2 37.4 37.2 38.0 0.0 0.0 Incr Delay (d2), s/veh31.2 1.2 2.3 0.7 1.0 1.8 0.2 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln5.0 10.7 11.6 0.4 13.2 14.7 1.1 0.2 0.0 0.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh85.6 14.6 15.9 58.1 25.5 26.3 38.3 37.4 37.2 38.6 0.0 0.0 LnGrp LOS F B B E C C D D D D
Approach Vol, veh/h 2287 1756 56 37
Approach Delay, s/veh 19.0 26.0 38.2 38.6
Approach LOS B C D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.5 76.0 30.5 7.2 82.3 30.5
Change Period (Y+Rc), s3.5 5.5 5.0 3.5 5.5 5.0
Max Green Setting (Gmax), s10.0 70.5 25.5 12.0 68.5 25.5 Max Q Clear Time (g_c+I1), s10.7 33.3 4.6 2.9 34.0 4.0
Green Ext Time (p_c), s0.0 27.3 0.1 0.0 30.3 0.1
Intersection Summary
HCM 7th Control Delay, s/veh22.4
HCM 7th LOS C
HCM 7th Signalized Intersection Summary Future Plus Project PM 11: Corning Ave & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)2 1792 6 112 1681 94 14 12 301 134 22 16 Future Volume (veh/h)2 1792 6 112 1681 94 14 12 301 134 22 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h2 1867 6 117 1751 94 15 12 155 140 23 5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 9 2998 10 144 3205 172 216 212 179 331 413 349 Arrive On Green 0.01 0.58 0.58 0.16 1.00 1.00 0.11 0.11 0.11 0.08 0.22 0.22 Sat Flow, veh/h 1767 5213 17 1767 4921 264 1368 1856 1568 1767 1856 1570 Grp Volume(v), veh/h2 1209 664 117 1201 644 15 12 155 140 23 5 Grp Sat Flow(s),veh/h/ln1767 1689 1852 1767 1689 1808 1368 1856 1568 1767 1856 1570 Q Serve(g_s), s 0.1 28.5 28.5 7.7 0.0 0.0 1.2 0.7 11.7 8.2 1.2 0.3 Cycle Q Clear(g_c), s0.1 28.5 28.5 7.7 0.0 0.0 1.2 0.7 11.7 8.2 1.2 0.3 Prop In Lane 1.00 0.01 1.00 0.15 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h9 1942 1065 144 2200 1178 216 212 179 331 413 349 V/C Ratio(X) 0.21 0.62 0.62 0.81 0.55 0.55 0.07 0.06 0.87 0.42 0.06 0.01 Avail Cap(c_a), veh/h147 1942 1065 177 2200 1178 225 224 190 331 425 360 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.64 0.64 0.64 0.88 0.88 0.88 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh59.4 16.9 16.9 49.3 0.0 0.0 47.6 47.4 52.3 40.7 36.7 36.4 Incr Delay (d2), s/veh2.6 1.0 1.8 15.1 0.9 1.6 0.1 0.1 30.8 0.6 0.1 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 10.2 11.5 3.7 0.3 0.5 0.4 0.3 6.1 3.7 0.5 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh62.0 17.9 18.6 64.4 0.9 1.6 47.7 47.5 83.0 41.3 36.8 36.4 LnGrp LOS E B B E A A D D F D D D
Approach Vol, veh/h 1875 1962 182 168
Approach Delay, s/veh 18.2 4.9 77.8 40.6
Approach LOS B A E D
Timer - Assigned Phs1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s4.6 83.7 31.7 13.8 74.5 13.0 18.7 Change Period (Y+Rc), s4.0 5.5 5.0 4.0 5.5 3.5 5.0
Max Green Setting (Gmax), s10.0 68.0 27.5 12.0 66.0 9.5 14.5 Max Q Clear Time (g_c+I1), s2.1 2.0 3.2 9.7 30.5 10.2 13.7 Green Ext Time (p_c), s0.0 43.6 0.1 0.0 28.0 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh15.4
HCM 7th LOS B
Future Plus Project PMHCM Signalized Intersection Capacity Analysis 12A: La Cienega Blvd SB & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 2178 61 116 1066 0 0 0 0 240 34 793 Future Volume (vph) 0 2178 61 116 1066 0 0 0 0 240 34 793 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 7.0 6.0 7.5 7.5 5.5
Lane Util. Factor 0.81 1.00 0.91 1.00 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00
Satd. Flow (prot) 7435 1752 5036 1752 1845 2745
Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00
Satd. Flow (perm) 7435 1752 5036 1752 1845 2745
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 2245 63 120 1099 0 0 0 0 247 35 818
RTOR Reduction (vph) 0 3 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 2305 0 120 1099 0 0 0 0 247 35 818 Confl. Peds. (#/hr) 2 1
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Prot NA Split NA custom
Protected Phases 6 4 5 2 4 3 3 1 3
Permitted Phases 6
Actuated Green, G (s) 37.2 46.8 68.5 17.5 17.5 60.7
Effective Green, g (s) 37.2 46.8 61.5 17.5 17.5 60.7
Actuated g/C Ratio 0.31 0.39 0.51 0.15 0.15 0.51
Clearance Time (s) 6.0 7.5 7.5
Vehicle Extension (s) 4.0 1.5 1.5
Lane Grp Cap (vph) 2304 683 2580 255 269 1388
v/s Ratio Prot c0.31 0.07 c0.22 c0.14 0.02 0.19
v/s Ratio Perm 0.11
v/c Ratio 1.00 0.18 0.43 0.97 0.13 0.59
Uniform Delay, d1 41.4 24.0 18.2 51.0 44.6 20.9
Progression Factor 1.02 1.82 0.35 1.00 1.00 1.00
Incremental Delay, d2 16.0 0.1 0.1 46.8 0.1 0.4
Delay (s) 58.2 43.8 6.5 97.8 44.7 21.3
Level of Service E D A F D C
Approach Delay (s/veh) 58.2 10.2 0.0 39.2
Approach LOS E B A D
Intersection Summary
HCM 2000 Control Delay (s/veh) 41.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 63.1% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
_______ tttt~ 't ttt
Future Plus Project PMHCM Signalized Intersection Capacity Analysis 12B: La Cienega Blvd NB & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 481 1939 0 0 1044 60 166 5 180 0 0 0 Future Volume (vph) 481 1939 0 0 1044 60 166 5 180 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 7.5 6.0 6.0 7.0 7.0 5.0
Lane Util. Factor 0.97 0.91 0.86 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (prot) 3400 5036 6346 1543 1665 1673 1553
Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (perm) 3400 5036 6346 1543 1665 1673 1553
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 496 1999 0 0 1076 62 171 5 186 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 46 0 0 0 0 0 0
Lane Group Flow (vph) 496 1999 0 0 1076 16 87 89 186 0 0 0 Confl. Peds. (#/hr) 2 1
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Split NA custom
Protected Phases 1 3 3 6 2 4 4 5
Permitted Phases 2 4
Actuated Green, G (s) 38.0 60.7 31.7 31.7 29.8 29.8 39.8 Effective Green, g (s) 38.0 54.7 31.7 31.7 29.8 29.8 39.8 Actuated g/C Ratio 0.32 0.46 0.26 0.26 0.25 0.25 0.33
Clearance Time (s) 6.0 6.0 7.0 7.0 5.0
Vehicle Extension (s) 4.0 4.0 3.0 3.0 1.5
Lane Grp Cap (vph) 1076 2295 1676 407 413 415 515
v/s Ratio Prot 0.15 c0.40 c0.17 0.05 0.05 c0.03
v/s Ratio Perm 0.01 0.09
v/c Ratio 0.46 0.87 0.64 0.04 0.21 0.21 0.36
Uniform Delay, d1 32.8 29.5 39.1 32.8 35.8 35.8 30.4
Progression Factor 0.29 0.22 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.0 0.9 1.9 0.2 0.3 0.3 0.2
Delay (s) 9.6 7.3 41.0 33.0 36.0 36.1 30.6
Level of Service A A D C D D C
Approach Delay (s/veh) 7.8 40.6 33.3 0.0
Approach LOS A D C A
Intersection Summary
HCM 2000 Control Delay (s/veh) 19.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.71
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 63.1% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
"i"i ttt ___ tttt ., "i ., ____ _
HCM 7th TWSC Future Plus Project PM
901: Bristol Pkwy & Dwy A Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 0.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 59 393 17 0 664
Future Vol, veh/h 0 59 393 17 0 664
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 64 427 18 0 722
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 797 223 0 0 446 0
Stage 1 436 - - - - -
Stage 2 361 - - - - -
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 324 781 - - 1111 -
Stage 1 619 - - - - -
Stage 2 676 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 324 781 - - 1111 -
Mov Cap-2 Maneuver 324 - - - - -
Stage 1 619 - - - - -
Stage 2 676 - - - - -
Approach WB NB SB
HCM Control Delay, s/v10.02 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 781 1111 -
HCM Lane V/C Ratio - - 0.082 - -
HCM Control Delay (s/veh) - - 10 0 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.3 0 -
tT+
HCM 7th TWSC Future Plus Project PM
902: Uplander Way & Dwy B Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 1.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 51 8 13 61 128 153
Future Vol, veh/h 51 8 13 61 128 153
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 55 9 14 66 139 166
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 317 222 305 0 - 0
Stage 1 222 - - - - -
Stage 2 95 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 676 817 1255 - - -
Stage 1 815 - - - - -
Stage 2 929 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 668 817 1255 - - -
Mov Cap-2 Maneuver 668 - - - - -
Stage 1 805 - - - - -
Stage 2 929 - - - - -
Approach EB NB SB
HCM Control Delay, s/v10.79 1.39 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 316 - 685 - -
HCM Lane V/C Ratio 0.011 - 0.094 - -
HCM Control Delay (s/veh) 7.9 0 10.8 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0 - 0.3 - -
HCM 7th TWSC Future Plus Project PM
903: Uplander Way & Dwy C Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 2.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 46 90 108 30 19 29
Future Vol, veh/h 46 90 108 30 19 29
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 50 98 117 33 21 32
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 150 0 - 0 332 134
Stage 1 - - - - 134 -
Stage 2 - - - - 198 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1431 - - - 663 915
Stage 1 - - - - 893 -
Stage 2 - - - - 836 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1431 - - - 639 915
Mov Cap-2 Maneuver - - - - 639 -
Stage 1 - - - - 860 -
Stage 2 - - - - 836 -
Approach EB WB SB
HCM Control Delay, s/v 2.57 0 9.94

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 609 - - - 781
HCM Lane V/C Ratio 0.035 - - - 0.067
HCM Control Delay (s/veh) 7.6 0 - - 9.9
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0.1 - - - 0.2
HCM 7th Signalized Intersection Summary Horizon Base AM 1: Hannum Ave & Slauson Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 52 248 59 40 567 949 126 710 251 155 203 34 Future Volume (veh/h) 52 248 59 40 567 949 126 710 251 155 203 34 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 54 258 36 42 591 745 131 740 0 161 211 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 111 2024 274 197 2247 696 643 865 244 428
Arrive On Green 0.06 0.45 0.45 0.06 0.44 0.44 0.20 0.25 0.00 0.07 0.12 0.00 Sat Flow, veh/h 1767 4511 611 3428 5066 1568 3291 3526 1572 3428 3526 1572 Grp Volume(v), veh/h 54 191 103 42 591 745 131 740 0 161 211 0 Grp Sat Flow(s),veh/h/ln1767 1689 1745 1714 1689 1568 1646 1763 1572 1714 1763 1572 Q Serve(g_s), s 4.1 4.6 4.8 1.6 10.3 62.1 4.7 28.1 0.0 6.4 7.8 0.0 Cycle Q Clear(g_c), s 4.1 4.6 4.8 1.6 10.3 62.1 4.7 28.1 0.0 6.4 7.8 0.0 Prop In Lane 1.00 0.35 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 111 1515 783 197 2247 696 643 865 244 428 V/C Ratio(X) 0.49 0.13 0.13 0.21 0.26 1.07 0.20 0.86 0.66 0.49 Avail Cap(c_a), veh/h 188 1515 783 365 2247 696 643 949 360 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.09 0.09 0.09 0.92 0.92 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh63.4 22.5 22.6 63.0 24.5 39.0 47.2 50.5 0.0 63.3 57.5 0.0 Incr Delay (d2), s/veh 1.2 0.2 0.3 0.0 0.0 35.2 0.1 7.7 0.0 1.1 1.9 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.9 1.8 2.0 0.7 4.0 29.9 1.9 13.2 0.0 2.8 3.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 64.7 22.7 22.9 63.0 24.6 74.1 47.3 58.2 0.0 64.5 59.4 0.0 LnGrp LOS E C C E C F D E E E
Approach Vol, veh/h 348 1378 871 372
Approach Delay, s/veh 29.3 52.5 56.5 61.6
Approach LOS C D E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s14.1 68.9 33.6 23.3 14.9 68.2 16.3 40.6 Change Period (Y+Rc), s6.1 6.1 6.3 6.3 6.1 6.1 6.3 6.3
Max Green Setting (Gmax), s14.9 47.9 14.7 37.7 14.9 47.9 14.7 37.7 Max Q Clear Time (g_c+I1), s3.6 6.8 6.7 9.8 6.1 64.1 8.4 30.1 Green Ext Time (p_c), s 0.0 3.5 0.1 2.4 0.0 0.0 0.1 4.3 Intersection Summary
HCM 7th Control Delay, s/veh 52.1
HCM 7th LOS D
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 7th Signalized Intersection Summary Horizon Base AM 2: Fox Hills Dr/Driveway & Hannum Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 243 27 61 727 11 379 7 41 0 0 0 Future Volume (veh/h) 3 243 27 61 727 11 379 7 41 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 0.97 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 3 259 24 65 773 12 403 7 12 0 0 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 453 1909 175 747 2242 35 411 7 365 0 2 0
Arrive On Green 0.01 0.59 0.59 0.10 1.00 1.00 0.24 0.24 0.24 0.00 0.00 0.00 Sat Flow, veh/h 1696 3263 300 1767 3553 55 1723 30 1531 0 1856 0 Grp Volume(v), veh/h 3 139 144 65 383 402 410 0 12 0 0 0 Grp Sat Flow(s),veh/h/ln1696 1763 1800 1767 1763 1845 1753 0 1531 0 1856 0 Q Serve(g_s), s 0.1 4.3 4.3 1.6 0.0 0.0 27.9 0.0 0.7 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 4.3 4.3 1.6 0.0 0.0 27.9 0.0 0.7 0.0 0.0 0.0 Prop In Lane 1.00 0.17 1.00 0.03 0.98 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 453 1031 1053 747 1113 1165 418 0 365 0 2 0 V/C Ratio(X) 0.01 0.13 0.14 0.09 0.34 0.34 0.98 0.00 0.03 0.00 0.00 0.00 Avail Cap(c_a), veh/h 656 1031 1053 877 1113 1165 418 0 365 0 433 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 0.89 0.89 0.89 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 10.1 11.2 11.2 7.2 0.0 0.0 45.4 0.0 35.1 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.2 0.2 0.0 0.8 0.7 38.8 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.7 1.7 0.5 0.2 0.2 16.5 0.0 0.3 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 10.1 11.5 11.5 7.3 0.8 0.7 84.3 0.0 35.1 0.0 0.0 0.0 LnGrp LOS B B B A A A F D
Approach Vol, veh/h 286 850 422 0
Approach Delay, s/veh 11.5 1.2 82.9 0.0
Approach LOS B A F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.7 81.3 0.0 10.2 75.8 34.0
Change Period (Y+Rc), s 4.0 5.6 5.0 4.0 * 5.6 5.4
Max Green Setting (Gmax), s 15.0 28.4 28.0 15.0 * 29 28.6 Max Q Clear Time (g_c+I1), s 2.1 2.0 0.0 3.6 6.3 29.9
Green Ext Time (p_c), s 0.0 5.1 0.0 0.0 1.5 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 25.2
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. "i tf.

HCM Signalized Intersection Capacity Analysis Horizon Base AM 3: Bristol Pkwy & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 8 1093 348 49 3538 22 366 8 60 5 0 2 Future Volume (vph) 8 1093 348 49 3538 22 366 8 60 5 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 10 10 11 10 10 12 10 10 10 12 12 12
Total Lost time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.88 0.85 0.96
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.97 Satd. Flow (prot) 1636 4700 1493 3173 4700 1568 3173 1445 1390 3239 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.97 Satd. Flow (perm) 1636 4700 1493 3173 4700 1568 3173 1445 1390 3239 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 8 1127 359 51 3647 23 377 8 62 5 0 2
RTOR Reduction (vph) 0 0 114 0 0 10 0 24 27 0 7 0
Lane Group Flow (vph) 8 1127 245 51 3647 13 377 12 7 0 0 0 Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Perm Split NA pt+ov Split NA Protected Phases 5 2 1 6 4 4 1 4 3 3
Permitted Phases 2 6
Actuated Green, G (s) 2.2 65.5 65.5 5.9 69.2 69.2 17.4 17.4 29.1 6.4 Effective Green, g (s) 2.2 65.5 65.5 5.9 69.2 69.2 17.4 17.4 23.3 6.4 Actuated g/C Ratio 0.02 0.55 0.55 0.05 0.58 0.58 0.14 0.14 0.19 0.05 Clearance Time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 5.8
Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 Lane Grp Cap (vph) 29 2565 814 156 2710 904 460 209 269 172 v/s Ratio Prot 0.00 c0.24 0.02 c0.78 c0.12 0.01 0.00 c0.00 v/s Ratio Perm 0.16 0.01
v/c Ratio 0.28 0.44 0.30 0.33 1.35 0.01 0.82 0.06 0.02 0.00 Uniform Delay, d1 58.1 16.3 14.8 55.1 25.4 10.8 49.8 44.2 39.1 53.8 Progression Factor 1.00 1.00 1.00 0.85 1.42 1.00 0.84 1.28 1.00 1.00 Incremental Delay, d2 1.9 0.5 0.9 0.0 155.8 0.0 9.8 0.0 0.0 0.0 Delay (s) 60.0 16.8 15.8 47.0 191.8 10.8 51.8 56.6 39.2 53.8 Level of Service E B B D F B D E D D
Approach Delay (s/veh) 16.8 188.7 51.2 53.8
Approach LOS B F D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 132.4 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.15
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 24.8 Intersection Capacity Utilization 95.4% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
t
HCM 7th Signalized Intersection Summary Horizon Base AM 4: Bristol Pkwy & Hannum Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 157 152 83 409 59 270 357 90 115 198 54 Future Volume (veh/h) 5 157 152 83 409 59 270 357 90 115 198 54 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 5 167 85 88 435 37 287 380 75 122 211 33 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 563 1948 863 671 1948 953 312 737 144 317 377 58 Arrive On Green 0.92 0.92 0.92 1.00 1.00 1.00 0.18 0.25 0.25 0.02 0.04 0.04 Sat Flow, veh/h 911 3526 1562 1114 3526 1562 1767 2936 574 3428 3054 470 Grp Volume(v), veh/h 5 167 85 88 435 37 287 227 228 122 120 124 Grp Sat Flow(s),veh/h/ln 911 1763 1562 1114 1763 1562 1767 1763 1747 1714 1763 1761 Q Serve(g_s), s 0.1 0.5 0.6 0.1 0.0 0.0 19.2 13.3 13.5 4.1 8.0 8.3 Cycle Q Clear(g_c), s 0.1 0.5 0.6 0.6 0.0 0.0 19.2 13.3 13.5 4.1 8.0 8.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.33 1.00 0.27
Lane Grp Cap(c), veh/h 563 1948 863 671 1948 953 312 443 438 317 217 217 V/C Ratio(X) 0.01 0.09 0.10 0.13 0.22 0.04 0.92 0.51 0.52 0.39 0.55 0.57 Avail Cap(c_a), veh/h 563 1948 863 671 1948 953 327 591 585 511 451 451 HCM Platoon Ratio 1.67 1.67 1.67 2.00 2.00 2.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.99 0.99 0.99 0.98 0.98 0.98 1.00 1.00 1.00 0.95 0.95 0.95 Uniform Delay (d), s/veh 2.1 2.1 2.1 0.0 0.0 0.0 48.5 38.6 38.7 53.1 54.3 54.4 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.4 0.3 0.1 28.4 0.9 1.0 0.3 2.1 2.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.2 0.1 0.1 0.0 10.8 5.8 5.9 1.8 3.8 4.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 2.1 2.1 2.1 0.4 0.3 0.1 77.0 39.5 39.7 53.3 56.4 56.7 LnGrp LOS A A A A A A E D D D E E
Approach Vol, veh/h 257 560 742 366
Approach Delay, s/veh 2.1 0.3 54.1 55.5
Approach LOS A A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.2 35.9 71.9 27.0 21.1 71.9
Change Period (Y+Rc), s 5.3 5.8 * 5.6 5.8 6.3 * 5.6
Max Green Setting (Gmax), s 13.7 40.2 * 49 22.2 30.7 * 49 Max Q Clear Time (g_c+I1), s 6.1 15.5 2.6 21.2 10.3 2.6 Green Ext Time (p_c), s 0.1 2.7 3.6 0.1 1.2 1.4
Intersection Summary
HCM 7th Control Delay, s/veh 31.7
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. _ 'f'i tT+
HCM 7th TWSC Horizon Base AM
5: Bristol Pkwy & Uplander Way Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 2.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 47 44 687 59 72 324
Future Vol, veh/h 47 44 687 59 72 324
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 30 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 48 45 708 61 74 334
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1054 385 0 0 769 0
Stage 1 739 - - - - -
Stage 2 315 - - - - -
Critical Hdwy 6.86 6.96 - - 4.16 -
Critical Hdwy Stg 1 5.86 - - - - -
Critical Hdwy Stg 2 5.86 - - - - -
Follow-up Hdwy 3.53 3.33 - - 2.23 -
Pot Cap-1 Maneuver 220 611 - - 834 -
Stage 1 431 - - - - -
Stage 2 710 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 198 611 - - 834 -
Mov Cap-2 Maneuver 198 - - - - -
Stage 1 431 - - - - -
Stage 2 640 - - - - -
Approach WB NB SB
HCM Control Delay, s/v20.46 0 2.31

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 198 611 655 -
HCM Lane V/C Ratio - - 0.245 0.074 0.089 -
HCM Control Delay (s/veh) - - 29 11.4 9.7 0.7
HCM Lane LOS - - D B A A
HCM 95th %tile Q(veh) - - 0.9 0.2 0.3 -
HCM 7th Signalized Intersection Summary Horizon Base AM 6: Bristol Pkwy & Green Valley Cir Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 68 90 26 17 430 292 202 494 42 91 116 52 Future Volume (veh/h) 68 90 26 17 430 292 202 494 42 91 116 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 72 96 11 18 457 205 215 526 43 97 123 25 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 276 1155 130 550 857 381 649 776 63 296 1345 266 Arrive On Green 0.36 0.36 0.36 0.36 0.36 0.36 0.46 0.46 0.46 0.46 0.46 0.46 Sat Flow, veh/h 765 3190 360 1267 2365 1052 1225 1692 138 835 2930 580 Grp Volume(v), veh/h 72 52 55 18 340 322 215 0 569 97 73 75 Grp Sat Flow(s),veh/h/ln 765 1763 1787 1267 1763 1655 1225 0 1830 835 1763 1747 Q Serve(g_s), s 5.1 1.2 1.2 0.6 9.4 9.5 7.4 0.0 15.0 6.4 1.4 1.5 Cycle Q Clear(g_c), s 14.6 1.2 1.2 1.8 9.4 9.5 8.9 0.0 15.0 21.4 1.4 1.5 Prop In Lane 1.00 0.20 1.00 0.64 1.00 0.08 1.00 0.33
Lane Grp Cap(c), veh/h 276 638 647 550 638 599 649 0 840 296 809 802 V/C Ratio(X) 0.26 0.08 0.08 0.03 0.53 0.54 0.33 0.00 0.68 0.33 0.09 0.09 Avail Cap(c_a), veh/h 745 1720 1743 1327 1720 1614 1282 0 1785 727 1720 1705 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh21.3 12.9 12.9 13.5 15.5 15.5 11.9 0.0 13.1 21.5 9.4 9.4 Incr Delay (d2), s/veh 1.1 0.1 0.1 0.1 1.5 1.6 0.6 0.0 2.1 1.4 0.1 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.9 0.4 0.5 0.2 3.5 3.4 1.8 0.0 5.5 1.2 0.5 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 22.4 13.0 13.0 13.6 17.0 17.1 12.6 0.0 15.1 22.8 9.5 9.5 LnGrp LOS C B B B B B B B C A A
Approach Vol, veh/h 179 680 784 245
Approach Delay, s/veh 16.8 17.0 14.4 14.8
Approach LOS B B B B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 33.7 27.8 33.7 27.8
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green Setting (Gmax), s 60.0 60.0 60.0 60.0
Max Q Clear Time (g_c+I1), s 17.0 16.6 23.4 11.5
Green Ext Time (p_c), s 11.2 2.2 2.9 10.0
Intersection Summary
HCM 7th Control Delay, s/veh 15.6
HCM 7th LOS B
HCM 7th Signalized Intersection Summary Horizon Base AM 7: Uplander Way & Hannum Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 123 22 79 571 25 46 0 76 7 0 2 Future Volume (veh/h) 25 123 22 79 571 25 46 0 76 7 0 2 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 0.97 0.97 0.97 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 28 138 18 89 642 20 52 0 9 8 6 -4
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 650 2361 1045 954 2435 1077 254 0 206 142 94 212 Arrive On Green 0.04 0.67 0.67 0.11 1.00 1.00 0.13 0.00 0.13 0.13 0.13 0.00 Sat Flow, veh/h 1767 3526 1560 1767 3526 1560 1438 0 1527 702 698 1572 Grp Volume(v), veh/h 28 138 18 89 642 20 52 0 9 14 0 -4 Grp Sat Flow(s),veh/h/ln1767 1763 1560 1767 1763 1560 1438 0 1527 1400 0 1572 Q Serve(g_s), s 0.5 1.6 0.5 1.7 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.5 1.6 0.5 1.7 0.0 0.0 3.2 0.0 0.6 3.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 0.57 1.00
Lane Grp Cap(c), veh/h 650 2361 1045 954 2435 1077 254 0 206 236 0 212 V/C Ratio(X) 0.04 0.06 0.02 0.09 0.26 0.02 0.20 0.00 0.04 0.06 0.00 -0.02 Avail Cap(c_a), veh/h 787 2361 1045 1069 2435 1077 405 0 374 405 0 385 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.88 0.88 0.88 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 4.6 6.8 6.6 4.5 0.0 0.0 46.3 0.0 45.2 45.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.2 0.6 0.2 0.5 0.1 0.0 1.4 0.0 0.2 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 4.6 6.9 6.6 4.5 0.2 0.0 46.5 0.0 45.2 45.3 0.0 0.0 LnGrp LOS A A A A A A D D D
Approach Vol, veh/h 184 751 61 10
Approach Delay, s/veh 6.5 0.7 46.3 63.4
Approach LOS A A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.7 88.5 21.8 12.2 86.0 21.8
Change Period (Y+Rc), s 5.5 5.6 5.6 5.6 * 5.6 5.6
Max Green Setting (Gmax), s13.5 60.4 29.4 14.4 * 60 29.4 Max Q Clear Time (g_c+I1), s2.5 2.0 5.2 3.7 3.6 5.2
Green Ext Time (p_c), s 0.0 5.0 0.2 0.1 1.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 5.2
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement. * HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Horizon Base AM 8: Buckingham Pkwy & Hannum Ave & Driveway Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 176 89 53 311 0 262 2 122 39 1 63 Future Volume (veh/h) 0 176 89 53 311 0 262 2 122 39 1 63 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 0 196 52 59 346 0 291 2 46 43 1 19 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 1 2024 895 790 2356 0 371 441 448 375 19 354 Arrive On Green 0.00 1.00 1.00 0.07 0.89 0.00 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1767 3526 1560 1767 3618 0 1366 1856 1555 1332 78 1489 Grp Volume(v), veh/h 0 196 52 59 346 0 291 2 46 43 0 20 Grp Sat Flow(s),veh/h/ln1767 1763 1560 1767 1763 0 1366 1856 1555 1332 0 1567 Q Serve(g_s), s 0.0 0.0 0.0 1.5 1.5 0.0 25.1 0.1 2.6 3.1 0.0 1.2 Cycle Q Clear(g_c), s 0.0 0.0 0.0 1.5 1.5 0.0 26.3 0.1 2.6 3.2 0.0 1.2 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.95
Lane Grp Cap(c), veh/h 1 2024 895 790 2356 0 371 441 448 375 0 372 V/C Ratio(X) 0.00 0.10 0.06 0.07 0.15 0.00 0.78 0.00 0.10 0.11 0.00 0.05 Avail Cap(c_a), veh/h 202 2024 895 903 2356 0 413 498 496 416 0 421 HCM Platoon Ratio 2.00 2.00 2.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.99 0.99 0.97 0.97 0.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 7.9 2.3 0.0 45.5 34.9 31.4 36.1 0.0 35.3 Incr Delay (d2), s/veh 0.0 0.1 0.1 0.0 0.1 0.0 7.5 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.0 0.0 0.5 0.5 0.0 9.2 0.0 1.0 1.0 0.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.1 0.1 7.9 2.4 0.0 52.9 34.9 31.4 36.2 0.0 35.4 LnGrp LOS A A A A D C C D D
Approach Vol, veh/h 248 405 339 63
Approach Delay, s/veh 0.1 3.2 49.9 35.9
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s0.0 85.7 34.3 11.3 74.4 34.3
Change Period (Y+Rc), s 5.3 5.5 5.8 5.3 5.5 5.8
Max Green Setting (Gmax), s13.7 57.5 32.2 13.7 57.5 32.2 Max Q Clear Time (g_c+I1), s0.0 3.5 28.3 3.5 2.0 5.2
Green Ext Time (p_c), s 0.0 2.4 0.2 0.0 1.5 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 19.4
HCM 7th LOS B
" t .,, " T+
HCM 7th Signalized Intersection Summary Horizon Base AM 9: Buckingham Pkwy & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)71 986 40 233 3561 41 73 31 319 19 5 15 Future Volume (veh/h)71 986 40 233 3561 41 73 31 319 19 5 15 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h76 1049 28 248 3788 43 78 0 193 20 5 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 304 3447 1068 1005 3537 40 207 0 522 187 202 169 Arrive On Green 0.11 1.00 1.00 0.06 0.69 0.69 0.04 0.00 0.04 0.11 0.11 0.11 Sat Flow, veh/h 3428 5066 1570 3428 5164 58 1382 0 3110 1171 1856 1555 Grp Volume(v), veh/h76 1049 28 248 2472 1359 78 0 193 20 5 2 Grp Sat Flow(s),veh/h/ln1714 1689 1570 1714 1689 1845 1382 0 1555 1171 1856 1555 Q Serve(g_s), s 0.7 0.0 0.0 2.4 82.2 82.2 6.7 0.0 6.8 1.9 0.3 0.1 Cycle Q Clear(g_c), s0.7 0.0 0.0 2.4 82.2 82.2 6.9 0.0 6.8 1.9 0.3 0.1 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h304 3447 1068 1005 2313 1264 207 0 522 187 202 169 V/C Ratio(X) 0.25 0.30 0.03 0.25 1.07 1.07 0.38 0.00 0.37 0.11 0.02 0.01 Avail Cap(c_a), veh/h569 3447 1068 1254 2313 1264 449 0 1067 393 527 442 HCM Platoon Ratio2.00 2.00 2.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 0.93 0.93 0.93 0.09 0.09 0.09 0.99 0.00 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh30.3 0.0 0.0 4.4 18.9 18.9 55.0 0.0 48.1 48.5 47.8 47.7 Incr Delay (d2), s/veh0.1 0.2 0.0 0.0 32.0 35.5 0.4 0.0 0.2 0.1 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.7 0.1 0.0 0.7 35.8 40.3 2.4 0.0 2.8 0.5 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh30.4 0.2 0.0 4.4 50.9 54.4 55.5 0.0 48.3 48.6 47.8 47.7 LnGrp LOS C A A A F F E D D D D
Approach Vol, veh/h 1153 4079 271 27
Approach Delay, s/veh 2.2 49.2 50.3 48.4
Approach LOS A D D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.3 87.8 19.0 12.7 88.3 19.0
Change Period (Y+Rc), s6.3 6.1 5.9 6.3 6.1 5.9
Max Green Setting (Gmax), s15.7 51.9 34.1 15.7 51.9 34.1 Max Q Clear Time (g_c+I1), s4.4 2.0 8.9 2.7 84.2 3.9
Green Ext Time (p_c), s0.3 18.1 0.5 0.1 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh39.5
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary Horizon Base AM 10: Shenandoah Ave & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 50 1228 45 11 3240 17 367 16 3 18 5 197 Future Volume (veh/h) 50 1228 45 11 3240 17 367 16 3 18 5 197 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 53 1306 44 12 3447 18 390 17 1 19 5 71 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 122 2203 74 324 2956 15 379 456 384 92 41 286 Arrive On Green 0.05 0.29 0.29 0.18 0.57 0.57 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 1767 5032 170 1767 5201 27 1306 1856 1561 226 167 1163 Grp Volume(v), veh/h 53 876 474 12 2236 1229 390 17 1 95 0 0 Grp Sat Flow(s),veh/h/ln1767 1689 1825 1767 1689 1851 1306 1856 1561 1557 0 0 Q Serve(g_s), s 3.5 26.6 26.6 0.7 68.2 68.2 23.9 0.8 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s 3.5 26.6 26.6 0.7 68.2 68.2 29.5 0.8 0.1 5.6 0.0 0.0 Prop In Lane 1.00 0.09 1.00 0.01 1.00 1.00 0.20 0.75
Lane Grp Cap(c), veh/h 122 1478 799 324 1920 1052 379 456 384 419 0 0 V/C Ratio(X) 0.43 0.59 0.59 0.04 1.16 1.17 1.03 0.04 0.00 0.23 0.00 0.00 Avail Cap(c_a), veh/h 177 1801 973 324 1920 1052 379 456 384 419 0 0 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 0.09 0.09 0.09 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 54.9 33.3 33.3 40.3 25.9 25.9 47.7 34.4 34.1 36.2 0.0 0.0 Incr Delay (d2), s/veh 0.8 0.8 1.4 0.0 74.8 76.7 54.2 0.0 0.0 1.3 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.6 11.4 12.5 0.3 44.0 48.8 17.3 0.4 0.0 2.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 55.8 34.0 34.7 40.3 100.7 102.6 101.9 34.5 34.2 37.5 0.0 0.0 LnGrp LOS E C C D F F F C C D
Approach Vol, veh/h 1403 3477 408 95
Approach Delay, s/veh 35.1 101.2 98.9 37.5
Approach LOS D F F D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s11.8 73.7 34.5 27.5 58.0 34.5
Change Period (Y+Rc), s 3.5 5.5 5.0 5.5 * 5.5 5.0
Max Green Setting (Gmax), s12.0 64.5 29.5 12.5 * 64 29.5 Max Q Clear Time (g_c+I1), s5.5 70.2 31.5 2.7 28.6 7.6
Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 20.2 0.5
Intersection Summary
HCM 7th Control Delay, s/veh 82.7
HCM 7th LOS F
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Horizon Base AM 11: Corning Ave & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)14 1214 12 39 3177 84 81 29 109 103 15 24 Future Volume (veh/h)14 1214 12 39 3177 84 81 29 109 103 15 24 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.97 0.97 0.98 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h15 1334 12 43 3491 90 89 32 12 113 16 6 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 58 3270 29 112 3364 86 171 154 127 276 342 285 Arrive On Green 0.03 0.63 0.63 0.13 1.00 1.00 0.08 0.08 0.08 0.07 0.18 0.18 Sat Flow, veh/h 1767 5178 47 1767 5079 130 1335 1856 1521 1767 1856 1549 Grp Volume(v), veh/h15 870 476 43 2311 1270 89 32 12 113 16 6 Grp Sat Flow(s),veh/h/ln1767 1689 1847 1767 1689 1832 1335 1856 1521 1767 1856 1549 Q Serve(g_s), s 1.0 15.3 15.3 2.7 79.5 75.1 7.9 1.9 0.9 6.8 0.9 0.4 Cycle Q Clear(g_c), s1.0 15.3 15.3 2.7 79.5 75.1 7.9 1.9 0.9 6.8 0.9 0.4 Prop In Lane 1.00 0.03 1.00 0.07 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h58 2133 1167 112 2236 1213 171 154 127 276 342 285 V/C Ratio(X) 0.26 0.41 0.41 0.38 1.03 1.05 0.52 0.21 0.09 0.41 0.05 0.02 Avail Cap(c_a), veh/h177 2133 1167 221 2236 1213 232 240 197 303 456 381 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.68 0.68 0.68 0.15 0.15 0.15 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh56.6 11.0 11.0 50.2 0.0 0.0 54.0 51.3 50.8 44.1 40.3 40.1 Incr Delay (d2), s/veh0.6 0.4 0.7 0.1 18.1 25.2 2.4 0.7 0.3 0.7 0.1 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 5.2 5.8 1.1 5.6 8.5 2.8 0.9 0.3 3.1 0.4 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh57.2 11.4 11.7 50.4 18.1 25.2 56.5 52.0 51.2 44.8 40.3 40.1 LnGrp LOS E B B D F F E D D D D D
Approach Vol, veh/h 1361 3624 133 135
Approach Delay, s/veh 12.0 21.0 54.9 44.0
Approach LOS B C D D
Timer - Assigned Phs1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.9 85.0 27.1 11.6 81.3 12.1 15.0 Change Period (Y+Rc), s4.0 5.5 5.0 4.0 5.5 3.5 5.0
Max Green Setting (Gmax), s12.0 64.0 29.5 15.0 61.0 10.5 15.5 Max Q Clear Time (g_c+I1), s3.0 81.5 2.9 4.7 17.3 8.8 9.9 Green Ext Time (p_c), s0.0 0.0 0.1 0.0 22.5 0.0 0.2
Intersection Summary
HCM 7th Control Delay, s/veh20.1
HCM 7th LOS C
Horizon Base AMHCM Signalized Intersection Capacity Analysis 12A: La Cienega Blvd SB & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1324 139 84 2237 0 0 0 0 51 0 1060 Future Volume (vph) 0 1324 139 84 2237 0 0 0 0 51 0 1060 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 7.0 6.0 7.5 5.5
Lane Util. Factor 0.81 1.00 0.91 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.99 1.00 1.00 1.00 0.85
Flt Protected 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 7338 1752 5036 1752 2760
Flt Permitted 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 7338 1752 5036 1752 2760
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 1439 151 91 2432 0 0 0 0 55 0 1152
RTOR Reduction (vph) 0 15 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 1575 0 91 2432 0 0 0 0 55 0 1152 Confl. Peds. (#/hr) 4 5 5 4
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Prot NA Prot custom
Protected Phases 6 4 5 2 4 3 1 3
Permitted Phases
Actuated Green, G (s) 28.5 55.5 68.5 17.5 38.0
Effective Green, g (s) 28.5 55.5 61.5 17.5 38.0
Actuated g/C Ratio 0.24 0.46 0.51 0.15 0.32
Clearance Time (s) 6.0 7.5
Vehicle Extension (s) 4.0 1.5
Lane Grp Cap (vph) 1742 810 2580 255 874
v/s Ratio Prot c0.21 0.05 c0.48 0.03 c0.42
v/s Ratio Perm
v/c Ratio 0.90 0.11 0.94 0.22 1.32
Uniform Delay, d1 44.4 18.3 27.6 45.2 41.0
Progression Factor 0.66 1.87 1.65 1.00 1.00
Incremental Delay, d2 7.6 0.0 0.9 0.2 151.2
Delay (s) 37.1 34.3 46.4 45.4 192.2
Level of Service D C D D F
Approach Delay (s/veh) 37.1 46.0 0.0 185.5
Approach LOS D D A F
Intersection Summary
HCM 2000 Control Delay (s/veh) 75.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.15
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 112.0% ICU Level of Service H Analysis Period (min) 15
c Critical Lane Group
_______ tttt~ 't ttt
Horizon Base AMHCM Signalized Intersection Capacity Analysis 12B: La Cienega Blvd NB & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 271 1098 0 0 1849 50 483 2 145 0 0 0 Future Volume (vph) 271 1098 0 0 1849 50 483 2 145 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 7.5 6.0 6.0 7.0 7.0 5.0
Lane Util. Factor 0.97 0.91 0.86 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (prot) 3400 5036 6346 1537 1665 1670 1550
Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (perm) 3400 5036 6346 1537 1665 1670 1550
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 301 1220 0 0 2054 56 537 2 161 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 45 0 0 0 0 0 0
Lane Group Flow (vph) 301 1220 0 0 2054 11 268 271 161 0 0 0 Confl. Peds. (#/hr) 4 4 3
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Split NA custom
Protected Phases 1 3 3 6 2 4 4 5
Permitted Phases 2 4
Actuated Green, G (s) 38.0 52.0 23.0 23.0 38.5 38.5 48.5 Effective Green, g (s) 38.0 46.0 23.0 23.0 38.5 38.5 48.5 Actuated g/C Ratio 0.32 0.38 0.19 0.19 0.32 0.32 0.40
Clearance Time (s) 6.0 6.0 7.0 7.0 5.0
Vehicle Extension (s) 4.0 4.0 3.0 3.0 1.5
Lane Grp Cap (vph) 1076 1930 1216 294 534 535 626
v/s Ratio Prot 0.09 c0.24 c0.32 0.16 c0.16 0.02
v/s Ratio Perm 0.01 0.08
v/c Ratio 0.28 0.63 1.69 0.04 0.50 0.51 0.26
Uniform Delay, d1 30.7 30.1 48.5 39.5 33.0 33.0 23.8
Progression Factor 0.16 0.06 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.0 0.2 313.7 0.2 0.7 0.8 0.1
Delay (s) 5.0 2.0 362.2 39.7 33.7 33.8 23.9
Level of Service A A F D C C C
Approach Delay (s/veh) 2.6 353.6 31.5 0.0
Approach LOS A F C A
Intersection Summary
HCM 2000 Control Delay (s/veh) 178.3 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 112.0% ICU Level of Service H Analysis Period (min) 15
c Critical Lane Group
"i"i ttt ___ tttt ., "i ., ____ _
HCM 7th Signalized Intersection Summary Horizon Base PM 1: Hannum Ave & Slauson Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 73 517 207 182 454 440 73 300 279 214 577 49 Future Volume (veh/h) 73 517 207 182 454 440 73 300 279 214 577 49 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 75 533 168 190 473 204 76 312 0 223 601 0 Peak Hour Factor 0.97 0.97 0.97 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 119 1796 550 245 2394 731 223 717 272 758
Arrive On Green 0.07 0.47 0.47 0.07 0.47 0.47 0.07 0.20 0.00 0.08 0.21 0.00 Sat Flow, veh/h 1767 3831 1172 3428 5066 1548 3291 3526 1572 3428 3526 1572 Grp Volume(v), veh/h 75 468 233 190 473 204 76 312 0 223 601 0 Grp Sat Flow(s),veh/h/ln1767 1689 1626 1714 1689 1548 1646 1763 1572 1714 1763 1572 Q Serve(g_s), s 5.8 12.0 12.4 7.6 7.6 11.2 3.1 10.8 0.0 9.0 22.6 0.0 Cycle Q Clear(g_c), s 5.8 12.0 12.4 7.6 7.6 11.2 3.1 10.8 0.0 9.0 22.6 0.0 Prop In Lane 1.00 0.72 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 119 1583 762 245 2394 731 223 717 272 758 V/C Ratio(X) 0.63 0.30 0.31 0.78 0.20 0.28 0.34 0.44 0.82 0.79 Avail Cap(c_a), veh/h 188 1583 762 365 2394 731 346 949 360 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.87 0.87 0.87 0.98 0.98 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh63.6 22.9 23.1 63.9 21.5 22.4 62.3 48.7 0.0 63.5 52.0 0.0 Incr Delay (d2), s/veh 2.0 0.5 1.0 2.6 0.2 0.8 0.3 0.9 0.0 8.2 5.2 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.6 4.7 4.9 3.4 3.0 4.3 1.3 4.9 0.0 4.2 10.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 65.6 23.4 24.1 66.5 21.6 23.3 62.6 49.6 0.0 71.6 57.2 0.0 LnGrp LOS E C C E C C E D E E
Approach Vol, veh/h 776 867 388 824
Approach Delay, s/veh 27.7 31.8 52.2 61.1
Approach LOS C C D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s16.1 71.7 15.8 36.4 15.6 72.3 17.4 34.8 Change Period (Y+Rc), s6.1 6.1 6.3 6.3 6.1 6.1 6.3 6.3
Max Green Setting (Gmax), s14.9 47.9 14.7 37.7 14.9 47.9 14.7 37.7 Max Q Clear Time (g_c+I1), s9.6 14.4 5.1 24.6 7.8 13.2 11.0 12.8 Green Ext Time (p_c), s 0.1 9.2 0.1 5.3 0.0 8.1 0.1 3.6 Intersection Summary
HCM 7th Control Delay, s/veh 41.9
HCM 7th LOS D
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 7th Signalized Intersection Summary Horizon Base PM 2: Fox Hills Dr/Driveway & Hannum Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 742 164 143 480 1 180 0 136 1 2 10 Future Volume (veh/h) 0 742 164 143 480 1 180 0 136 1 2 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.97 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 0 815 170 157 527 1 198 0 22 1 2 1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 564 1748 365 416 2507 5 248 0 214 14 28 14
Arrive On Green 0.00 0.60 0.60 0.12 1.00 1.00 0.14 0.00 0.14 0.03 0.03 0.03 Sat Flow, veh/h 1696 2898 604 1767 3610 7 1767 0 1529 433 867 433 Grp Volume(v), veh/h 0 496 489 157 257 271 198 0 22 4 0 0 Grp Sat Flow(s),veh/h/ln1696 1763 1740 1767 1763 1854 1767 0 1529 1734 0 0 Q Serve(g_s), s 0.0 18.6 18.6 3.9 0.0 0.0 13.0 0.0 1.5 0.3 0.0 0.0 Cycle Q Clear(g_c), s 0.0 18.6 18.6 3.9 0.0 0.0 13.0 0.0 1.5 0.3 0.0 0.0 Prop In Lane 1.00 0.35 1.00 0.00 1.00 1.00 0.25 0.25
Lane Grp Cap(c), veh/h 564 1063 1049 416 1224 1288 248 0 214 56 0 0 V/C Ratio(X) 0.00 0.47 0.47 0.38 0.21 0.21 0.80 0.00 0.10 0.07 0.00 0.00 Avail Cap(c_a), veh/h 775 1063 1049 535 1224 1288 421 0 364 405 0 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.64 0.64 0.94 0.94 0.94 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 13.2 13.2 8.7 0.0 0.0 49.9 0.0 45.0 56.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.9 1.0 0.2 0.4 0.3 2.3 0.0 0.1 0.2 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 7.3 7.2 1.2 0.1 0.1 5.9 0.0 0.6 0.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 14.1 14.1 8.9 0.4 0.3 52.2 0.0 45.1 56.6 0.0 0.0 LnGrp LOS B B A A A D D E
Approach Vol, veh/h 985 685 220 4
Approach Delay, s/veh 14.1 2.3 51.5 56.6
Approach LOS B A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s0.0 88.9 8.8 11.0 78.0 22.2
Change Period (Y+Rc), s 4.0 5.6 5.0 4.0 * 5.6 5.4
Max Green Setting (Gmax), s15.0 28.4 28.0 15.0 * 29 28.6 Max Q Clear Time (g_c+I1), s0.0 2.0 2.3 5.9 20.6 15.0
Green Ext Time (p_c), s 0.0 3.2 0.0 0.1 3.8 0.6
Intersection Summary
HCM 7th Control Delay, s/veh 14.3
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. "i tf.

HCM Signalized Intersection Capacity Analysis Horizon Base PM 3: Bristol Pkwy & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 1510 439 111 1383 2 173 0 50 12 14 26 Future Volume (vph) 7 1510 439 111 1383 2 173 0 50 12 14 26 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 10 10 11 8 10 12 10 10 10 12 12 12
Total Lost time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 0.85 0.92
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1636 4700 1516 2946 4700 1568 3173 1370 1380 3172 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.99 Satd. Flow (perm) 1636 4700 1516 2946 4700 1568 3173 1370 1380 3172 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 7 1541 448 113 1411 2 177 0 51 12 14 27 RTOR Reduction (vph) 0 0 111 0 0 1 0 23 21 0 24 0
Lane Group Flow (vph) 7 1541 337 113 1411 1 177 3 4 0 29 0 Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr) 1 2
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Perm Split NA pm+ov Split NA Protected Phases 5 2 1 6 4 4 1 3 3
Permitted Phases 2 6 4
Actuated Green, G (s) 2.2 62.2 62.2 9.0 69.0 69.0 11.6 11.6 20.6 12.4 Effective Green, g (s) 2.2 62.2 62.2 9.0 69.0 69.0 11.6 11.6 20.6 12.4 Actuated g/C Ratio 0.02 0.52 0.52 0.08 0.57 0.57 0.10 0.10 0.17 0.10 Clearance Time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 29 2436 785 220 2702 901 306 132 236 327 v/s Ratio Prot 0.00 c0.33 0.04 c0.30 c0.06 0.00 0.00 c0.01 v/s Ratio Perm 0.22 0.00 0.00
v/c Ratio 0.24 0.63 0.43 0.51 0.52 0.00 0.58 0.02 0.02 0.09 Uniform Delay, d1 58.1 20.7 17.9 53.4 15.5 10.8 51.9 49.1 41.3 48.7 Progression Factor 1.00 1.00 1.00 1.23 1.15 1.00 1.04 1.00 1.00 1.00 Incremental Delay, d2 1.6 1.3 1.7 0.8 0.7 0.0 1.6 0.0 0.0 0.0 Delay (s) 59.6 22.0 19.6 66.2 18.6 10.8 55.6 49.1 41.3 48.7 Level of Service E C B E B B E D D D
Approach Delay (s/veh) 21.6 22.1 53.3 48.7
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 24.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.57
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 24.8 Intersection Capacity Utilization 62.4% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
t
HCM 7th Signalized Intersection Summary Horizon Base PM 4: Bristol Pkwy & Hannum Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 604 299 85 291 89 155 135 163 263 265 78 Future Volume (veh/h) 14 604 299 85 291 89 155 135 163 263 265 78 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 16 671 216 94 323 67 172 150 39 292 294 61 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 574 2108 937 431 2108 1095 199 449 113 466 412 84 Arrive On Green 1.00 1.00 1.00 0.20 0.20 0.20 0.11 0.16 0.16 0.03 0.05 0.05 Sat Flow, veh/h 984 3526 1566 621 3526 1566 1767 2777 699 3428 2903 593 Grp Volume(v), veh/h 16 671 216 94 323 67 172 93 96 292 177 178 Grp Sat Flow(s),veh/h/ln 984 1763 1566 621 1763 1566 1767 1763 1713 1714 1763 1733 Q Serve(g_s), s 0.3 0.0 0.0 15.4 9.1 3.1 11.5 5.6 5.9 10.0 11.9 12.2 Cycle Q Clear(g_c), s 9.4 0.0 0.0 15.4 9.1 3.1 11.5 5.6 5.9 10.0 11.9 12.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.41 1.00 0.34
Lane Grp Cap(c), veh/h 574 2108 937 431 2108 1095 199 285 277 466 250 246 V/C Ratio(X) 0.03 0.32 0.23 0.22 0.15 0.06 0.87 0.33 0.34 0.63 0.71 0.72 Avail Cap(c_a), veh/h 574 2108 937 431 2108 1095 239 502 488 511 451 443 HCM Platoon Ratio 2.00 2.00 2.00 0.33 0.33 0.33 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.86 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 0.88 0.88 0.88 Uniform Delay (d), s/veh 0.6 0.0 0.0 25.5 23.0 11.8 52.4 44.5 44.6 55.4 54.7 54.9 Incr Delay (d2), s/veh 0.0 0.1 0.1 1.2 0.2 0.1 21.0 0.7 0.7 1.2 3.2 3.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 2.7 4.1 1.0 6.2 2.5 2.6 4.6 5.8 5.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.6 0.1 0.1 26.7 23.2 11.9 73.4 45.2 45.4 56.6 57.9 58.4 LnGrp LOS A A A C C B E D D E E E
Approach Vol, veh/h 903 484 361 647
Approach Delay, s/veh 0.1 22.3 58.7 57.4
Approach LOS A C E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 17.4 25.2 77.4 19.3 23.3 77.4
Change Period (Y+Rc), s 5.3 5.8 * 5.6 5.8 6.3 * 5.6
Max Green Setting (Gmax), s 13.7 34.2 * 55 16.2 30.7 * 55 Max Q Clear Time (g_c+I1), s 12.0 7.9 17.4 13.5 14.2 11.4 Green Ext Time (p_c), s 0.1 1.0 3.5 0.1 1.8 6.2
Intersection Summary
HCM 7th Control Delay, s/veh 28.9
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. _ 'f'i tT+
HCM 7th TWSC Horizon Base PM
5: Bristol Pkwy & Uplander Way Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 2.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 75 71 324 41 47 607
Future Vol, veh/h 75 71 324 41 47 607
Conflicting Peds, #/hr 0 2 0 5 5 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 30 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 85 81 368 47 53 690
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 848 214 0 0 420 0
Stage 1 396 - - - - -
Stage 2 452 - - - - -
Critical Hdwy 6.86 6.96 - - 4.16 -
Critical Hdwy Stg 1 5.86 - - - - -
Critical Hdwy Stg 2 5.86 - - - - -
Follow-up Hdwy 3.53 3.33 - - 2.23 -
Pot Cap-1 Maneuver 298 787 - - 1129 -
Stage 1 646 - - - - -
Stage 2 605 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 279 782 - - 1123 -
Mov Cap-2 Maneuver 279 - - - - -
Stage 1 642 - - - - -
Stage 2 570 - - - - -
Approach WB NB SB
HCM Control Delay, s/v16.96 0 1

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 279 782 259 -
HCM Lane V/C Ratio - - 0.305 0.103 0.048 -
HCM Control Delay (s/veh) - - 23.4 10.1 8.4 0.4
HCM Lane LOS - - C B A A
HCM 95th %tile Q(veh) - - 1.3 0.3 0.1 -
HCM 7th Signalized Intersection Summary Horizon Base PM 6: Bristol Pkwy & Green Valley Cir Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 68 273 131 35 187 83 77 172 38 243 427 74 Future Volume (veh/h) 68 273 131 35 187 83 77 172 38 243 427 74 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.98 1.00 0.98 0.99 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 72 290 86 37 199 41 82 183 34 259 454 68 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 438 868 252 370 942 190 465 718 133 594 1453 216 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1119 2684 779 991 2914 587 870 1516 282 1149 3068 457 Grp Volume(v), veh/h 72 188 188 37 119 121 82 0 217 259 260 262 Grp Sat Flow(s),veh/h/ln1119 1763 1701 991 1763 1739 870 0 1798 1149 1763 1762 Q Serve(g_s), s 2.7 4.4 4.5 1.6 2.6 2.8 3.5 0.0 3.9 9.4 4.9 5.0 Cycle Q Clear(g_c), s 5.5 4.4 4.5 6.1 2.6 2.8 8.5 0.0 3.9 13.4 4.9 5.0 Prop In Lane 1.00 0.46 1.00 0.34 1.00 0.16 1.00 0.26
Lane Grp Cap(c), veh/h 438 570 550 370 570 562 465 0 852 594 835 835 V/C Ratio(X) 0.16 0.33 0.34 0.10 0.21 0.22 0.18 0.00 0.25 0.44 0.31 0.31 Avail Cap(c_a), veh/h 1315 1951 1882 1146 1951 1925 1016 0 1990 1322 1951 1950 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh15.3 13.9 13.9 16.3 13.3 13.3 11.4 0.0 8.5 12.5 8.8 8.8 Incr Delay (d2), s/veh 0.4 0.7 0.8 0.2 0.4 0.4 0.4 0.0 0.3 1.1 0.4 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.6 1.6 1.6 0.3 1.0 1.0 0.6 0.0 1.3 2.1 1.6 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 15.7 14.6 14.7 16.5 13.7 13.7 11.8 0.0 8.9 13.6 9.3 9.3 LnGrp LOS B B B B B B B A B A A
Approach Vol, veh/h 448 277 299 781
Approach Delay, s/veh 14.8 14.1 9.7 10.7
Approach LOS B B A B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 31.2 23.0 31.2 23.0
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green Setting (Gmax), s 60.0 60.0 60.0 60.0
Max Q Clear Time (g_c+I1), s 10.5 7.5 15.4 8.1
Green Ext Time (p_c), s 3.8 5.7 10.3 3.4
Intersection Summary
HCM 7th Control Delay, s/veh 12.1
HCM 7th LOS B
HCM 7th Signalized Intersection Summary Horizon Base PM 7: Uplander Way & Hannum Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 13 966 52 70 198 6 42 0 83 25 0 61 Future Volume (veh/h) 13 966 52 70 198 6 42 0 83 25 0 61 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 0.98 0.98 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 15 1098 41 80 225 5 48 0 11 28 0 0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 894 2412 1065 421 2525 1121 244 0 187 192 0 191 Arrive On Green 0.02 0.68 0.68 0.05 0.72 0.72 0.12 0.00 0.12 0.12 0.00 0.00 Sat Flow, veh/h 1767 3526 1558 1767 3526 1566 1509 0 1538 1085 0 1572 Grp Volume(v), veh/h 15 1098 41 80 225 5 48 0 11 28 0 0 Grp Sat Flow(s),veh/h/ln1767 1763 1558 1767 1763 1566 1509 0 1538 1085 0 1572 Q Serve(g_s), s 0.3 17.2 1.0 1.5 2.3 0.1 0.0 0.0 0.8 2.3 0.0 0.0 Cycle Q Clear(g_c), s 0.3 17.2 1.0 1.5 2.3 0.1 3.0 0.0 0.8 5.3 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 894 2412 1065 421 2525 1121 244 0 187 192 0 191 V/C Ratio(X) 0.02 0.46 0.04 0.19 0.09 0.00 0.20 0.00 0.06 0.15 0.00 0.00 Avail Cap(c_a), veh/h 1052 2412 1065 537 2525 1121 414 0 377 360 0 385 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.91 0.91 0.91 0.99 0.99 0.99 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 4.1 8.7 6.2 5.8 5.2 4.8 47.6 0.0 46.6 50.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.6 0.1 0.1 0.1 0.0 0.1 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 6.1 0.3 0.5 0.8 0.0 1.3 0.0 0.3 0.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 4.1 9.3 6.2 5.8 5.2 4.9 47.7 0.0 46.7 50.1 0.0 0.0 LnGrp LOS A A A A A A D D D
Approach Vol, veh/h 1154 310 59 28
Approach Delay, s/veh 9.1 5.4 47.5 50.1
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s8.3 91.5 20.2 12.1 87.7 20.2
Change Period (Y+Rc), s 5.5 5.6 5.6 5.6 * 5.6 5.6
Max Green Setting (Gmax), s13.5 60.4 29.4 14.4 * 60 29.4 Max Q Clear Time (g_c+I1), s2.3 4.3 5.0 3.5 19.2 7.3
Green Ext Time (p_c), s 0.0 1.5 0.1 0.1 10.1 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 10.6
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Horizon Base PM 8: Buckingham Pkwy & Hannum Ave & Driveway Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 53 735 235 115 189 34 78 1 95 0 1 0 Future Volume (veh/h) 53 735 235 115 189 34 78 1 95 0 1 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.97 0.96 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 56 782 196 122 201 29 83 1 17 0 1 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 87 2359 1017 542 2095 298 244 251 294 60 251 0 Arrive On Green 0.10 1.00 1.00 0.11 1.00 1.00 0.14 0.14 0.14 0.00 0.14 0.00 Sat Flow, veh/h 1767 3526 1519 1767 3093 439 1365 1856 1507 1384 1856 0 Grp Volume(v), veh/h 56 782 196 122 113 117 83 1 17 0 1 0 Grp Sat Flow(s),veh/h/ln1767 1763 1519 1767 1763 1769 1365 1856 1507 1384 1856 0 Q Serve(g_s), s 3.7 0.0 0.0 2.5 0.0 0.0 6.7 0.1 1.1 0.0 0.1 0.0 Cycle Q Clear(g_c), s 3.7 0.0 0.0 2.5 0.0 0.0 6.8 0.1 1.1 0.0 0.1 0.0 Prop In Lane 1.00 1.00 1.00 0.25 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 87 2359 1017 542 1194 1198 244 251 294 60 251 0 V/C Ratio(X) 0.64 0.33 0.19 0.23 0.09 0.10 0.34 0.00 0.06 0.00 0.00 0.00 Avail Cap(c_a), veh/h 202 2359 1017 642 1194 1198 426 498 494 244 498 0 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.88 0.89 0.89 0.89 1.00 1.00 1.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 53.1 0.0 0.0 4.5 0.0 0.0 47.8 44.9 39.6 0.0 44.9 0.0 Incr Delay (d2), s/veh 2.6 0.3 0.4 0.1 0.1 0.1 0.3 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.6 0.1 0.1 0.7 0.0 0.0 2.3 0.0 0.4 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 55.6 0.3 0.4 4.6 0.1 0.1 48.1 44.9 39.6 0.0 44.9 0.0 LnGrp LOS E A A A A A D D D D
Approach Vol, veh/h 1034 352 101 1
Approach Delay, s/veh 3.3 1.7 46.7 44.9
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s11.2 86.8 22.0 12.2 85.8 22.0
Change Period (Y+Rc), s 5.3 5.5 5.8 5.3 5.5 5.8
Max Green Setting (Gmax), s13.7 57.5 32.2 13.7 57.5 32.2 Max Q Clear Time (g_c+I1), s5.7 2.0 8.8 4.5 2.0 2.1
Green Ext Time (p_c), s 0.0 1.4 0.1 0.1 7.3 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 5.9
HCM 7th LOS A
" t .,, " T+
HCM 7th Signalized Intersection Summary Horizon Base PM 9: Buckingham Pkwy & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)15 1527 34 293 1395 18 35 11 717 58 31 52 Future Volume (veh/h)15 1527 34 293 1395 18 35 11 717 58 31 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h16 1607 20 308 1468 18 37 0 571 61 33 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 449 2924 904 664 3153 39 325 0 844 236 393 330 Arrive On Green 0.05 1.00 1.00 0.02 0.20 0.20 0.14 0.00 0.14 0.21 0.21 0.21 Sat Flow, veh/h 3428 5066 1567 3428 5158 63 1341 0 3114 831 1856 1557 Grp Volume(v), veh/h16 1607 20 308 961 525 37 0 571 61 33 10 Grp Sat Flow(s),veh/h/ln1714 1689 1567 1714 1689 1844 1341 0 1557 831 1856 1557 Q Serve(g_s), s 0.2 0.0 0.0 4.2 30.1 30.1 2.9 0.0 19.9 7.5 1.7 0.6 Cycle Q Clear(g_c), s0.2 0.0 0.0 4.2 30.1 30.1 4.6 0.0 19.9 7.5 1.7 0.6 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h449 2924 904 664 2065 1127 325 0 844 236 393 330 V/C Ratio(X) 0.04 0.55 0.02 0.46 0.47 0.47 0.11 0.00 0.68 0.26 0.08 0.03 Avail Cap(c_a), veh/h729 2924 904 826 2065 1127 422 0 1068 296 527 442 HCM Platoon Ratio2.00 2.00 2.00 0.33 0.33 0.33 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 0.76 0.76 0.76 0.78 0.78 0.78 0.95 0.00 0.95 1.00 1.00 1.00 Uniform Delay (d), s/veh12.2 0.0 0.0 9.1 30.6 30.6 43.3 0.0 42.7 40.2 37.9 37.5 Incr Delay (d2), s/veh0.0 0.6 0.0 0.1 0.6 1.1 0.1 0.0 0.6 0.2 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 0.2 0.0 1.5 13.7 15.1 1.0 0.0 8.0 1.5 0.8 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh12.2 0.6 0.0 9.3 31.2 31.7 43.4 0.0 43.3 40.4 38.0 37.5 LnGrp LOS B A A A C C D D D D D
Approach Vol, veh/h 1643 1794 608 104
Approach Delay, s/veh 0.7 27.6 43.3 39.4
Approach LOS A C D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.3 75.4 31.3 9.2 79.5 31.3
Change Period (Y+Rc), s6.3 6.1 5.9 6.3 6.1 5.9
Max Green Setting (Gmax), s12.7 54.9 34.1 12.7 54.9 34.1 Max Q Clear Time (g_c+I1), s6.2 2.0 21.9 2.2 32.1 9.5
Green Ext Time (p_c), s0.3 32.8 1.2 0.0 16.4 0.3
Intersection Summary
HCM 7th Control Delay, s/veh19.5
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary Horizon Base PM 10: Shenandoah Ave & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)126 1841 278 13 1589 17 44 10 4 17 7 53 Future Volume (veh/h)126 1841 278 13 1589 17 44 10 4 17 7 53 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h131 1918 275 14 1655 17 46 10 1 18 7 13 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 147 2868 406 55 3037 31 359 394 333 184 75 112 Arrive On Green 0.08 0.64 0.64 0.02 0.39 0.39 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1767 4483 635 1767 5170 53 1376 1856 1566 656 355 526 Grp Volume(v), veh/h131 1439 754 14 1081 591 46 10 1 38 0 0 Grp Sat Flow(s),veh/h/ln1767 1689 1741 1767 1689 1846 1376 1856 1566 1537 0 0 Q Serve(g_s), s 8.8 32.1 33.0 0.9 29.7 29.7 0.6 0.5 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s8.8 32.1 33.0 0.9 29.7 29.7 2.7 0.5 0.1 2.1 0.0 0.0 Prop In Lane 1.00 0.36 1.00 0.03 1.00 1.00 0.47 0.34
Lane Grp Cap(c), veh/h147 2161 1114 55 1984 1084 359 394 333 371 0 0 V/C Ratio(X) 0.89 0.67 0.68 0.25 0.54 0.54 0.13 0.03 0.00 0.10 0.00 0.00 Avail Cap(c_a), veh/h147 2161 1114 177 1984 1084 359 394 333 371 0 0 HCM Platoon Ratio1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.72 0.72 0.72 0.83 0.83 0.83 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh54.5 13.6 13.7 57.4 24.0 24.0 38.2 37.4 37.2 38.0 0.0 0.0 Incr Delay (d2), s/veh33.7 1.2 2.4 0.7 0.9 1.6 0.2 0.0 0.0 0.6 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln5.2 11.0 12.0 0.4 12.5 13.9 1.1 0.2 0.0 1.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh88.1 14.8 16.1 58.1 24.9 25.6 38.4 37.4 37.2 38.6 0.0 0.0 LnGrp LOS F B B E C C D D D D
Approach Vol, veh/h 2324 1686 57 38
Approach Delay, s/veh 19.3 25.4 38.2 38.6
Approach LOS B C D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.5 76.0 30.5 7.2 82.3 30.5
Change Period (Y+Rc), s3.5 5.5 5.0 3.5 5.5 5.0
Max Green Setting (Gmax), s10.0 70.5 25.5 12.0 68.5 25.5 Max Q Clear Time (g_c+I1), s10.8 31.7 4.7 2.9 35.0 4.1
Green Ext Time (p_c), s0.0 27.0 0.1 0.0 29.8 0.1
Intersection Summary
HCM 7th Control Delay, s/veh22.3
HCM 7th LOS C
HCM 7th Signalized Intersection Summary Horizon Base PM 11: Corning Ave & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)2 1821 6 113 1615 95 14 12 305 136 22 16 Future Volume (veh/h)2 1821 6 113 1615 95 14 12 305 136 22 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h2 1897 6 118 1682 95 15 12 160 142 23 5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 9 2982 9 144 3181 179 220 217 184 334 418 354 Arrive On Green 0.01 0.57 0.57 0.16 1.00 1.00 0.12 0.12 0.12 0.08 0.23 0.23 Sat Flow, veh/h 1767 5213 16 1767 4906 277 1368 1856 1568 1767 1856 1570 Grp Volume(v), veh/h2 1229 674 118 1157 620 15 12 160 142 23 5 Grp Sat Flow(s),veh/h/ln1767 1689 1853 1767 1689 1806 1368 1856 1568 1767 1856 1570 Q Serve(g_s), s 0.1 29.4 29.4 7.7 0.0 0.0 1.2 0.7 12.0 8.3 1.2 0.3 Cycle Q Clear(g_c), s0.1 29.4 29.4 7.7 0.0 0.0 1.2 0.7 12.0 8.3 1.2 0.3 Prop In Lane 1.00 0.01 1.00 0.15 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h9 1932 1060 144 2190 1171 220 217 184 334 418 354 V/C Ratio(X) 0.21 0.64 0.64 0.82 0.53 0.53 0.07 0.06 0.87 0.43 0.05 0.01 Avail Cap(c_a), veh/h147 1932 1060 177 2190 1171 225 224 190 334 425 360 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.62 0.62 0.62 0.78 0.78 0.78 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh59.4 17.3 17.3 49.3 0.0 0.0 47.3 47.1 52.1 40.4 36.4 36.1 Incr Delay (d2), s/veh2.5 1.0 1.8 14.4 0.7 1.3 0.1 0.1 32.2 0.6 0.1 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 10.6 11.9 3.7 0.2 0.4 0.4 0.3 6.4 3.7 0.5 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh61.9 18.3 19.1 63.7 0.7 1.3 47.4 47.2 84.3 41.1 36.5 36.1 LnGrp LOS E B B E A A D D F D D D
Approach Vol, veh/h 1905 1895 187 170
Approach Delay, s/veh 18.6 4.8 78.9 40.3
Approach LOS B A E D
Timer - Assigned Phs1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s4.6 83.3 32.1 13.8 74.1 13.0 19.1 Change Period (Y+Rc), s4.0 5.5 5.0 4.0 5.5 3.5 5.0
Max Green Setting (Gmax), s10.0 68.0 27.5 12.0 66.0 9.5 14.5 Max Q Clear Time (g_c+I1), s2.1 2.0 3.2 9.7 31.4 10.3 14.0 Green Ext Time (p_c), s0.0 41.4 0.1 0.0 27.8 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh15.9
HCM 7th LOS B
Horizon Base PMHCM Signalized Intersection Capacity Analysis 12A: La Cienega Blvd SB & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 2212 63 117 1044 0 0 0 0 243 35 780 Future Volume (vph) 0 2212 63 117 1044 0 0 0 0 243 35 780 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 7.0 6.0 7.5 7.5 5.5
Lane Util. Factor 0.81 1.00 0.91 1.00 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00
Satd. Flow (prot) 7434 1752 5036 1752 1845 2760
Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00
Satd. Flow (perm) 7434 1752 5036 1752 1845 2760
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 2280 65 121 1076 0 0 0 0 251 36 804
RTOR Reduction (vph) 0 3 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 2342 0 121 1076 0 0 0 0 251 36 804 Confl. Peds. (#/hr) 2 1
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Prot NA Split NA custom
Protected Phases 6 4 5 2 4 3 3 1 3
Permitted Phases
Actuated Green, G (s) 38.3 45.7 68.5 17.5 17.5 38.0
Effective Green, g (s) 38.3 45.7 61.5 17.5 17.5 38.0
Actuated g/C Ratio 0.32 0.38 0.51 0.15 0.15 0.32
Clearance Time (s) 6.0 7.5 7.5
Vehicle Extension (s) 4.0 1.5 1.5
Lane Grp Cap (vph) 2372 667 2580 255 269 874
v/s Ratio Prot c0.31 0.07 c0.21 0.14 0.02 c0.29
v/s Ratio Perm
v/c Ratio 0.99 0.18 0.42 0.98 0.13 0.92
Uniform Delay, d1 40.6 24.7 18.1 51.1 44.6 39.5
Progression Factor 1.05 1.83 0.34 1.00 1.00 1.00
Incremental Delay, d2 12.9 0.1 0.1 51.5 0.1 14.2
Delay (s) 55.6 45.2 6.3 102.6 44.7 53.7
Level of Service E D A F D D
Approach Delay (s/veh) 55.6 10.3 0.0 64.7
Approach LOS E B A E
Intersection Summary
HCM 2000 Control Delay (s/veh) 46.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.78
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
_______ tttt~ 't ttt
Horizon Base PMHCM Signalized Intersection Capacity Analysis 12B: La Cienega Blvd NB & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 489 1969 0 0 1022 61 139 5 183 0 0 0 Future Volume (vph) 489 1969 0 0 1022 61 139 5 183 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 7.5 6.0 6.0 7.0 7.0 5.0
Lane Util. Factor 0.97 0.91 0.86 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 0.96 1.00
Satd. Flow (prot) 3400 5036 6346 1543 1665 1674 1553
Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.96 1.00
Satd. Flow (perm) 3400 5036 6346 1543 1665 1674 1553
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 504 2030 0 0 1054 63 143 5 189 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 46 0 0 0 0 0 0
Lane Group Flow (vph) 504 2030 0 0 1054 17 74 74 189 0 0 0 Confl. Peds. (#/hr) 2 1
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Split NA custom
Protected Phases 1 3 3 6 2 4 4 5
Permitted Phases 2 4
Actuated Green, G (s) 38.0 61.8 32.8 32.8 28.7 28.7 38.7 Effective Green, g (s) 38.0 55.8 32.8 32.8 28.7 28.7 38.7 Actuated g/C Ratio 0.32 0.47 0.27 0.27 0.24 0.24 0.32
Clearance Time (s) 6.0 6.0 7.0 7.0 5.0
Vehicle Extension (s) 4.0 4.0 3.0 3.0 1.5
Lane Grp Cap (vph) 1076 2341 1734 421 398 400 500
v/s Ratio Prot 0.15 c0.40 c0.17 0.04 0.04 c0.03
v/s Ratio Perm 0.01 0.09
v/c Ratio 0.47 0.87 0.61 0.04 0.19 0.19 0.38
Uniform Delay, d1 32.9 28.8 38.0 32.0 36.3 36.3 31.4
Progression Factor 0.31 0.21 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.0 0.9 1.6 0.2 0.2 0.2 0.2
Delay (s) 10.3 7.0 39.6 32.2 36.6 36.6 31.5
Level of Service B A D C D D C
Approach Delay (s/veh) 7.7 39.2 33.7 0.0
Approach LOS A D C A
Intersection Summary
HCM 2000 Control Delay (s/veh) 18.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.71
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
"i"i ttt ___ tttt ., "i ., ____ _
HCM 7th Signalized Intersection Summary Horizon Plus Project AM 1: Hannum Ave & Slauson Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 52 248 52 40 567 949 152 776 251 155 182 34 Future Volume (veh/h) 52 248 52 40 567 949 152 776 251 155 182 34 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 54 258 33 42 591 745 158 808 0 161 190 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 111 1993 248 197 2187 677 682 907 244 428
Arrive On Green 0.06 0.44 0.44 0.06 0.43 0.43 0.21 0.26 0.00 0.07 0.12 0.00 Sat Flow, veh/h 1767 4562 568 3428 5066 1568 3291 3526 1572 3428 3526 1572 Grp Volume(v), veh/h 54 189 102 42 591 745 158 808 0 161 190 0 Grp Sat Flow(s),veh/h/ln 1767 1689 1753 1714 1689 1568 1646 1763 1572 1714 1763 1572 Q Serve(g_s), s 4.1 4.7 4.9 1.6 10.5 60.4 5.6 30.9 0.0 6.4 7.0 0.0 Cycle Q Clear(g_c), s 4.1 4.7 4.9 1.6 10.5 60.4 5.6 30.9 0.0 6.4 7.0 0.0 Prop In Lane 1.00 0.32 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 111 1476 766 197 2187 677 682 907 244 428 V/C Ratio(X) 0.49 0.13 0.13 0.21 0.27 1.10 0.23 0.89 0.66 0.44 Avail Cap(c_a), veh/h 188 1476 766 365 2187 677 682 949 360 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.09 0.09 0.09 0.89 0.89 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 63.4 23.5 23.6 63.0 25.6 39.8 46.2 50.1 0.0 63.3 57.1 0.0 Incr Delay (d2), s/veh 1.2 0.2 0.4 0.0 0.0 47.7 0.1 10.1 0.0 1.1 1.5 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 1.9 2.1 0.7 4.1 31.6 2.3 14.8 0.0 2.8 3.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 64.7 23.7 23.9 63.0 25.6 87.4 46.3 60.2 0.0 64.5 58.7 0.0 LnGrp LOS E C C E C F D E E E
Approach Vol, veh/h 345 1378 966 351
Approach Delay, s/veh 30.2 60.2 57.9 61.3
Approach LOS C E E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.1 67.3 35.3 23.3 14.9 66.5 16.3 42.3 Change Period (Y+Rc), s 6.1 6.1 6.3 6.3 6.1 6.1 6.3 6.3 Max Green Setting (Gmax), s 14.9 47.9 14.7 37.7 14.9 47.9 14.7 37.7 Max Q Clear Time (g_c+I1), s 3.6 6.9 7.6 9.0 6.1 62.4 8.4 32.9 Green Ext Time (p_c), s 0.0 3.5 0.1 2.2 0.0 0.0 0.1 3.1 Intersection Summary
HCM 7th Control Delay, s/veh 56.2
HCM 7th LOS E
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 7th Signalized Intersection Summary Horizon Plus Project AM 2: Fox Hills Dr/Driveway & Hannum Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 215 27 67 819 11 379 7 39 0 0 0 Future Volume (veh/h) 3 215 27 67 819 11 379 7 39 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 0.97 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 3 229 23 71 871 12 403 7 11 0 0 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 419 1890 188 770 2247 31 411 7 365 0 2 0
Arrive On Green 0.01 0.58 0.58 0.11 1.00 1.00 0.24 0.24 0.24 0.00 0.00 0.00 Sat Flow, veh/h 1696 3237 322 1767 3560 49 1723 30 1531 0 1856 0 Grp Volume(v), veh/h 3 124 128 71 431 452 410 0 11 0 0 0 Grp Sat Flow(s),veh/h/ln1696 1763 1796 1767 1763 1847 1753 0 1531 0 1856 0 Q Serve(g_s), s 0.1 3.8 3.8 1.7 0.0 0.0 27.9 0.0 0.7 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 3.8 3.8 1.7 0.0 0.0 27.9 0.0 0.7 0.0 0.0 0.0 Prop In Lane 1.00 0.18 1.00 0.03 0.98 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 419 1029 1049 770 1113 1165 418 0 365 0 2 0 V/C Ratio(X) 0.01 0.12 0.12 0.09 0.39 0.39 0.98 0.00 0.03 0.00 0.00 0.00 Avail Cap(c_a), veh/h 621 1029 1049 897 1113 1165 418 0 365 0 433 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 0.87 0.87 0.87 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 10.1 11.2 11.2 7.2 0.0 0.0 45.4 0.0 35.1 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.2 0.2 0.0 0.9 0.8 38.8 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 1.5 1.6 0.6 0.3 0.3 16.5 0.0 0.3 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 10.1 11.4 11.4 7.2 0.9 0.8 84.3 0.0 35.1 0.0 0.0 0.0 LnGrp LOS B B B A A A F D
Approach Vol, veh/h 255 954 421 0
Approach Delay, s/veh 11.4 1.3 83.0 0.0
Approach LOS B A F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.7 81.3 0.0 10.3 75.7 34.0
Change Period (Y+Rc), s 4.0 5.6 5.0 4.0 * 5.6 5.4
Max Green Setting (Gmax), s15.0 28.4 28.0 15.0 * 29 28.6 Max Q Clear Time (g_c+I1), s2.1 2.0 0.0 3.7 5.8 29.9
Green Ext Time (p_c), s 0.0 5.9 0.0 0.0 1.3 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 24.0
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. "i tf.

HCM Signalized Intersection Capacity Analysis Horizon Plus Project AM 3: Bristol Pkwy & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 8 1093 341 49 3538 22 389 8 60 5 0 2 Future Volume (vph) 8 1093 341 49 3538 22 389 8 60 5 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 10 10 11 10 10 12 10 10 10 12 12 12
Total Lost time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.88 0.85 0.96
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.97 Satd. Flow (prot) 1636 4700 1493 3173 4700 1568 3173 1445 1390 3239 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.97 Satd. Flow (perm) 1636 4700 1493 3173 4700 1568 3173 1445 1390 3239 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 8 1127 352 51 3647 23 401 8 62 5 0 2
RTOR Reduction (vph) 0 0 113 0 0 10 0 24 27 0 7 0
Lane Group Flow (vph) 8 1127 239 51 3647 13 401 12 7 0 0 0 Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Perm Split NA pt+ov Split NA Protected Phases 5 2 1 6 4 4 1 4 3 3
Permitted Phases 2 6
Actuated Green, G (s) 2.2 65.0 65.0 5.9 68.7 68.7 17.9 17.9 29.6 6.4 Effective Green, g (s) 2.2 65.0 65.0 5.9 68.7 68.7 17.9 17.9 23.8 6.4 Actuated g/C Ratio 0.02 0.54 0.54 0.05 0.57 0.57 0.15 0.15 0.20 0.05 Clearance Time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 5.8
Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 Lane Grp Cap (vph) 29 2545 808 156 2690 897 473 215 275 172 v/s Ratio Prot 0.00 c0.24 0.02 c0.78 c0.13 0.01 0.00 c0.00 v/s Ratio Perm 0.16 0.01
v/c Ratio 0.28 0.44 0.30 0.33 1.36 0.01 0.85 0.06 0.02 0.00 Uniform Delay, d1 58.1 16.6 15.0 55.1 25.7 11.1 49.7 43.8 38.7 53.8 Progression Factor 1.00 1.00 1.00 0.85 1.39 1.00 0.77 1.09 1.00 1.00 Incremental Delay, d2 1.9 0.6 0.9 0.0 160.3 0.0 11.9 0.0 0.0 0.0 Delay (s) 60.0 17.1 15.9 47.0 196.0 11.1 50.1 47.6 38.8 53.8 Level of Service E B B D F B D D D D
Approach Delay (s/veh) 17.1 192.8 49.1 53.8
Approach LOS B F D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 134.8 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.16
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 24.8 Intersection Capacity Utilization 96.0% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
t
HCM 7th Signalized Intersection Summary Horizon Plus Project AM 4: Bristol Pkwy & Hannum Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 140 139 101 438 66 339 373 134 111 195 54 Future Volume (veh/h) 5 140 139 101 438 66 339 373 134 111 195 54 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 5 149 65 107 466 36 361 397 113 118 207 31 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 505 1924 853 684 1924 943 327 699 197 316 374 55 Arrive On Green 0.91 0.91 0.91 0.73 0.73 0.73 0.19 0.26 0.26 0.02 0.04 0.04 Sat Flow, veh/h 887 3526 1562 1153 3526 1562 1767 2711 763 3428 3074 453 Grp Volume(v), veh/h 5 149 65 107 466 36 361 257 253 118 117 121 Grp Sat Flow(s),veh/h/ln 887 1763 1562 1153 1763 1562 1767 1763 1711 1714 1763 1765 Q Serve(g_s), s 0.1 0.5 0.5 3.6 5.3 0.7 22.2 15.2 15.5 3.9 7.8 8.1 Cycle Q Clear(g_c), s 5.4 0.5 0.5 4.0 5.3 0.7 22.2 15.2 15.5 3.9 7.8 8.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.45 1.00 0.26
Lane Grp Cap(c), veh/h 505 1924 853 684 1924 943 327 454 441 316 214 215 V/C Ratio(X) 0.01 0.08 0.08 0.16 0.24 0.04 1.10 0.56 0.57 0.37 0.55 0.56 Avail Cap(c_a), veh/h 505 1924 853 684 1924 943 327 591 573 511 451 451 HCM Platoon Ratio 1.67 1.67 1.67 1.33 1.33 1.33 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 0.97 0.97 0.97 1.00 1.00 1.00 0.95 0.95 0.95 Uniform Delay (d), s/veh 3.1 2.4 2.4 8.1 8.2 5.8 48.9 38.7 38.8 53.2 54.3 54.5 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.5 0.3 0.1 80.8 1.1 1.2 0.3 2.1 2.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.2 0.2 0.9 1.9 0.2 17.0 6.6 6.6 1.7 3.7 3.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 3.1 2.4 2.5 8.6 8.5 5.9 129.7 39.8 40.0 53.4 56.4 56.6 LnGrp LOS A A A A A A F D D D E E
Approach Vol, veh/h 219 609 871 356
Approach Delay, s/veh 2.5 8.3 77.1 55.5
Approach LOS A A E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s12.2 36.7 71.1 28.0 20.9 71.1
Change Period (Y+Rc), s 5.3 5.8 * 5.6 5.8 6.3 * 5.6
Max Green Setting (Gmax), s13.7 40.2 * 49 22.2 30.7 * 49 Max Q Clear Time (g_c+I1), s5.9 17.5 7.3 24.2 10.1 7.4
Green Ext Time (p_c), s 0.1 3.0 3.9 0.0 1.2 1.2
Intersection Summary
HCM 7th Control Delay, s/veh 45.0
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. _ 'f'i tT+
HCM 7th TWSC Horizon Plus Project AM
5: Bristol Pkwy & Uplander Way Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 3.3
Movement WBLWBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 79 80 685 45 56 342
Future Vol, veh/h 79 80 685 45 56 342
Conflicting Peds, #/hr0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 30 - - - -
Veh in Median Storage, #0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 81 82 706 46 58 353
Major/Minor Minor1 Major1 Major2
Conflicting Flow All1021 376 0 0 753 0
Stage 1 729 - - - - -
Stage 2 292 - - - - -
Critical Hdwy 6.86 6.96 - - 4.16 -
Critical Hdwy Stg 15.86 - - - - -
Critical Hdwy Stg 25.86 - - - - -
Follow-up Hdwy 3.53 3.33 - - 2.23 -
Pot Cap-1 Maneuver231 618 - - 846 -
Stage 1 436 - - - - -
Stage 2 729 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver213 618 - - 846 -
Mov Cap-2 Maneuver213 - - - - -
Stage 1 436 - - - - -
Stage 2 674 - - - - -
Approach WB NB SB
HCM Control Delay, s/v21.77 0 1.81

HCM LOS C
Minor Lane/Major MvmtNBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 213 618 507 -
HCM Lane V/C Ratio - - 0.3820.1330.068 -
HCM Control Delay (s/veh)- - 32 11.7 9.6 0.5
HCM Lane LOS - - D B A A
HCM 95th %tile Q(veh) - - 1.7 0.5 0.2 -
HCM 7th Signalized Intersection Summary Horizon Plus Project AM 6: Bristol Pkwy & Green Valley Cir Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 66 90 26 17 430 290 202 482 42 97 154 58 Future Volume (veh/h) 66 90 26 17 430 290 202 482 42 97 154 58 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 70 96 11 18 457 205 215 513 43 103 164 32 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 280 1164 131 555 863 384 612 766 64 301 1339 256 Arrive On Green 0.36 0.36 0.36 0.36 0.36 0.36 0.45 0.45 0.45 0.45 0.45 0.45 Sat Flow, veh/h 765 3190 360 1267 2365 1052 1173 1688 141 845 2950 563 Grp Volume(v), veh/h 70 52 55 18 340 322 215 0 556 103 97 99 Grp Sat Flow(s),veh/h/ln 765 1763 1787 1267 1763 1655 1173 0 1829 845 1763 1751 Q Serve(g_s), s 4.8 1.2 1.2 0.6 9.2 9.3 7.9 0.0 14.5 6.6 1.9 2.0 Cycle Q Clear(g_c), s 14.1 1.2 1.2 1.8 9.2 9.3 9.9 0.0 14.5 21.1 1.9 2.0 Prop In Lane 1.00 0.20 1.00 0.64 1.00 0.08 1.00 0.32
Lane Grp Cap(c), veh/h 280 643 652 555 643 604 612 0 830 301 800 795 V/C Ratio(X) 0.25 0.08 0.08 0.03 0.53 0.53 0.35 0.00 0.67 0.34 0.12 0.13 Avail Cap(c_a), veh/h 757 1743 1767 1346 1743 1637 1240 0 1809 753 1743 1731 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh20.8 12.6 12.6 13.2 15.2 15.2 12.5 0.0 13.0 21.3 9.6 9.6 Incr Delay (d2), s/veh 1.0 0.1 0.1 0.1 1.4 1.6 0.7 0.0 2.0 1.4 0.1 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.9 0.4 0.4 0.2 3.5 3.3 1.9 0.0 5.3 1.3 0.7 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 21.8 12.7 12.7 13.3 16.6 16.8 13.2 0.0 15.0 22.7 9.7 9.7 LnGrp LOS C B B B B B B B C A A
Approach Vol, veh/h 177 680 771 299
Approach Delay, s/veh 16.3 16.6 14.5 14.2
Approach LOS B B B B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 33.0 27.6 33.0 27.6
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green Setting (Gmax), s 60.0 60.0 60.0 60.0
Max Q Clear Time (g_c+I1), s 16.5 16.1 23.1 11.3
Green Ext Time (p_c), s 11.1 2.2 3.6 10.0
Intersection Summary
HCM 7th Control Delay, s/veh 15.4
HCM 7th LOS B
HCM 7th Signalized Intersection Summary Horizon Plus Project AM 7: Uplander Way & Hannum Ave Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 167 1 46 571 25 100 0 142 7 0 2 Future Volume (veh/h) 25 167 1 46 571 25 100 0 142 7 0 2 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 0.98 0.97 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 28 188 1 52 642 19 112 0 22 8 6 -4 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 644 2357 1043 911 2404 1064 265 0 219 112 72 226 Arrive On Green 0.04 0.67 0.67 0.10 1.00 1.00 0.14 0.00 0.14 0.14 0.14 0.00 Sat Flow, veh/h 1767 3526 1560 1767 3526 1560 1431 0 1530 449 499 1572 Grp Volume(v), veh/h 28 188 1 52 642 19 112 0 22 14 0 -4 Grp Sat Flow(s),veh/h/ln1767 1763 1560 1767 1763 1560 1431 0 1530 948 0 1572 Q Serve(g_s), s 0.5 2.2 0.0 1.0 0.0 0.0 0.0 0.0 1.5 0.1 0.0 0.0 Cycle Q Clear(g_c), s 0.5 2.2 0.0 1.0 0.0 0.0 8.4 0.0 1.5 8.4 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 0.57 1.00
Lane Grp Cap(c), veh/h 644 2357 1043 911 2404 1064 265 0 219 183 0 226 V/C Ratio(X) 0.04 0.08 0.00 0.06 0.27 0.02 0.42 0.00 0.10 0.08 0.00 -0.02 Avail Cap(c_a), veh/h 781 2357 1043 1038 2404 1064 405 0 375 338 0 385 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.87 0.87 0.87 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 4.9 7.0 6.6 4.7 0.0 0.0 47.6 0.0 44.7 44.6 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.1 0.0 0.0 0.2 0.0 0.4 0.0 0.1 0.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.2 0.8 0.0 0.3 0.1 0.0 3.2 0.0 0.6 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 4.9 7.0 6.6 4.7 0.2 0.0 48.0 0.0 44.7 44.6 0.0 0.0 LnGrp LOS A A A A A A D D D
Approach Vol, veh/h 217 713 134 10
Approach Delay, s/veh 6.8 0.6 47.5 62.5
Approach LOS A A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.7 87.4 22.8 11.4 85.8 22.8
Change Period (Y+Rc), s 5.5 5.6 5.6 5.6 * 5.6 5.6
Max Green Setting (Gmax), s13.5 60.4 29.4 14.4 * 60 29.4 Max Q Clear Time (g_c+I1), s2.5 2.0 10.4 3.0 4.2 10.4
Green Ext Time (p_c), s 0.0 5.0 0.4 0.0 1.3 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 8.2
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement. * HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Horizon Plus Project AM 8: Buckingham Pkwy & Hannum Ave & Driveway Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 283 92 53 278 0 262 2 122 39 1 63 Future Volume (veh/h) 0 283 92 53 278 0 262 2 122 39 1 63 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 0 314 54 59 309 0 291 2 46 43 1 19 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 1 2024 895 724 2356 0 371 441 448 375 19 354 Arrive On Green 0.00 1.00 1.00 0.07 0.89 0.00 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1767 3526 1560 1767 3618 0 1366 1856 1555 1332 78 1489 Grp Volume(v), veh/h 0 314 54 59 309 0 291 2 46 43 0 20 Grp Sat Flow(s),veh/h/ln1767 1763 1560 1767 1763 0 1366 1856 1555 1332 0 1567 Q Serve(g_s), s 0.0 0.0 0.0 1.5 1.3 0.0 25.1 0.1 2.6 3.1 0.0 1.2 Cycle Q Clear(g_c), s 0.0 0.0 0.0 1.5 1.3 0.0 26.3 0.1 2.6 3.2 0.0 1.2 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.95
Lane Grp Cap(c), veh/h 1 2024 895 724 2356 0 371 441 448 375 0 372 V/C Ratio(X) 0.00 0.16 0.06 0.08 0.13 0.00 0.78 0.00 0.10 0.11 0.00 0.05 Avail Cap(c_a), veh/h 202 2024 895 837 2356 0 413 498 496 416 0 421 HCM Platoon Ratio 2.00 2.00 2.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.98 0.98 0.98 0.98 0.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 7.9 2.3 0.0 45.5 34.9 31.4 36.1 0.0 35.3 Incr Delay (d2), s/veh 0.0 0.2 0.1 0.0 0.1 0.0 7.5 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.0 0.0 0.5 0.5 0.0 9.2 0.0 1.0 1.0 0.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.2 0.1 7.9 2.4 0.0 52.9 34.9 31.4 36.2 0.0 35.4 LnGrp LOS A A A A D C C D D
Approach Vol, veh/h 368 368 339 63
Approach Delay, s/veh 0.2 3.3 49.9 35.9
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s0.0 85.7 34.3 11.3 74.4 34.3
Change Period (Y+Rc), s 5.3 5.5 5.8 5.3 5.5 5.8
Max Green Setting (Gmax), s13.7 57.5 32.2 13.7 57.5 32.2 Max Q Clear Time (g_c+I1), s0.0 3.3 28.3 3.5 2.0 5.2
Green Ext Time (p_c), s 0.0 2.1 0.2 0.0 2.3 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 18.0
HCM 7th LOS B
" t .,, " T+
HCM 7th Signalized Intersection Summary Horizon Plus Project AM 9: Buckingham Pkwy & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)71 986 40 200 3561 41 73 31 426 19 5 15 Future Volume (veh/h)71 986 40 200 3561 41 73 31 426 19 5 15 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h76 1049 27 213 3788 43 78 0 258 20 5 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 304 3380 1047 993 3469 39 225 0 563 195 226 190 Arrive On Green 0.11 1.00 1.00 0.06 0.67 0.67 0.04 0.00 0.04 0.12 0.12 0.12 Sat Flow, veh/h 3428 5066 1570 3428 5164 58 1384 0 3114 1105 1856 1557 Grp Volume(v), veh/h76 1049 27 213 2472 1359 78 0 258 20 5 2 Grp Sat Flow(s),veh/h/ln1714 1689 1570 1714 1689 1845 1384 0 1557 1105 1856 1557 Q Serve(g_s), s 0.7 0.0 0.0 2.2 80.6 80.6 6.6 0.0 9.2 1.9 0.3 0.1 Cycle Q Clear(g_c), s0.7 0.0 0.0 2.2 80.6 80.6 6.9 0.0 9.2 1.9 0.3 0.1 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h304 3380 1047 993 2269 1240 225 0 563 195 226 190 V/C Ratio(X) 0.25 0.31 0.03 0.21 1.09 1.10 0.35 0.00 0.46 0.10 0.02 0.01 Avail Cap(c_a), veh/h569 3380 1047 1241 2269 1240 450 0 1068 374 527 442 HCM Platoon Ratio2.00 2.00 2.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 0.09 0.09 0.09 0.99 0.00 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh29.7 0.0 0.0 4.8 19.7 19.7 54.0 0.0 48.2 47.1 46.4 46.3 Incr Delay (d2), s/veh0.1 0.2 0.0 0.0 41.2 44.6 0.3 0.0 0.2 0.1 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.7 0.1 0.0 0.6 38.5 43.3 2.4 0.0 3.8 0.5 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh29.8 0.2 0.0 4.8 60.9 64.3 54.4 0.0 48.4 47.2 46.4 46.3 LnGrp LOS C A A A F F D D D D D
Approach Vol, veh/h 1152 4044 336 27
Approach Delay, s/veh 2.2 59.1 49.8 47.0
Approach LOS A E D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.3 86.2 20.5 12.7 86.7 20.5
Change Period (Y+Rc), s6.3 6.1 5.9 6.3 6.1 5.9
Max Green Setting (Gmax), s15.7 51.9 34.1 15.7 51.9 34.1 Max Q Clear Time (g_c+I1), s4.2 2.0 11.2 2.7 82.6 3.9
Green Ext Time (p_c), s0.3 18.1 0.7 0.1 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh46.7
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary Horizon Plus Project AM 10: Shenandoah Ave & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 50 1335 45 11 3207 17 367 16 3 18 5 197 Future Volume (veh/h) 50 1335 45 11 3207 17 367 16 3 18 5 197 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 53 1420 45 12 3412 18 390 17 1 19 5 71 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 122 2339 74 277 2956 16 379 456 384 92 41 286 Arrive On Green 0.05 0.31 0.31 0.16 0.57 0.57 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 1767 5044 160 1767 5200 27 1306 1856 1561 226 167 1163 Grp Volume(v), veh/h 53 951 514 12 2214 1216 390 17 1 95 0 0 Grp Sat Flow(s),veh/h/ln1767 1689 1826 1767 1689 1851 1306 1856 1561 1557 0 0 Q Serve(g_s), s 3.5 28.7 28.7 0.7 68.2 68.2 23.9 0.8 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s 3.5 28.7 28.7 0.7 68.2 68.2 29.5 0.8 0.1 5.6 0.0 0.0 Prop In Lane 1.00 0.09 1.00 0.01 1.00 1.00 0.20 0.75
Lane Grp Cap(c), veh/h 122 1566 847 277 1920 1052 379 456 384 419 0 0 V/C Ratio(X) 0.43 0.61 0.61 0.04 1.15 1.16 1.03 0.04 0.00 0.23 0.00 0.00 Avail Cap(c_a), veh/h 177 1801 974 277 1920 1052 379 456 384 419 0 0 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 0.09 0.09 0.09 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 54.9 32.1 32.1 42.9 25.9 25.9 47.7 34.4 34.1 36.2 0.0 0.0 Incr Delay (d2), s/veh 0.8 0.8 1.5 0.0 69.6 71.5 54.2 0.0 0.0 1.3 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.6 12.2 13.4 0.3 42.6 47.2 17.3 0.4 0.0 2.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 55.8 32.9 33.5 42.9 95.5 97.4 101.9 34.5 34.2 37.5 0.0 0.0 LnGrp LOS E C C D F F F C C D
Approach Vol, veh/h 1518 3442 408 95
Approach Delay, s/veh 33.9 96.0 98.9 37.5
Approach LOS C F F D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s11.8 73.7 34.5 24.3 61.2 34.5
Change Period (Y+Rc), s 3.5 5.5 5.0 5.5 * 5.5 5.0
Max Green Setting (Gmax), s12.0 64.5 29.5 12.5 * 64 29.5 Max Q Clear Time (g_c+I1), s5.5 70.2 31.5 2.7 30.7 7.6
Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 21.2 0.5
Intersection Summary
HCM 7th Control Delay, s/veh 77.9
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Horizon Plus Project AM 11: Corning Ave & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)14 1321 12 39 3144 84 81 29 109 103 15 24 Future Volume (veh/h)14 1321 12 39 3144 84 81 29 109 103 15 24 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.97 0.97 0.98 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h15 1452 12 43 3455 90 89 32 12 113 16 6 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 58 3273 27 112 3363 87 171 154 127 276 342 285 Arrive On Green 0.03 0.63 0.63 0.13 1.00 1.00 0.08 0.08 0.08 0.07 0.18 0.18 Sat Flow, veh/h 1767 5182 43 1767 5078 131 1335 1856 1521 1767 1856 1549 Grp Volume(v), veh/h15 946 518 43 2288 1257 89 32 12 113 16 6 Grp Sat Flow(s),veh/h/ln1767 1689 1848 1767 1689 1832 1335 1856 1521 1767 1856 1549 Q Serve(g_s), s 1.0 17.2 17.2 2.7 79.5 79.5 7.9 1.9 0.9 6.8 0.9 0.4 Cycle Q Clear(g_c), s1.0 17.2 17.2 2.7 79.5 79.5 7.9 1.9 0.9 6.8 0.9 0.4 Prop In Lane 1.00 0.02 1.00 0.07 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h58 2133 1167 112 2236 1213 171 154 127 276 342 285 V/C Ratio(X) 0.26 0.44 0.44 0.38 1.02 1.04 0.52 0.21 0.09 0.41 0.05 0.02 Avail Cap(c_a), veh/h177 2133 1167 221 2236 1213 232 240 197 303 456 381 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.68 0.68 0.68 0.38 0.38 0.38 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh56.6 11.3 11.3 50.2 0.0 0.0 54.0 51.3 50.8 44.1 40.3 40.1 Incr Delay (d2), s/veh0.6 0.5 0.8 0.3 18.1 26.3 2.4 0.7 0.3 0.7 0.1 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 5.9 6.5 1.1 5.6 8.9 2.8 0.9 0.3 3.1 0.4 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh57.2 11.8 12.1 50.5 18.1 26.3 56.5 52.0 51.2 44.8 40.3 40.1 LnGrp LOS E B B D F F E D D D D D
Approach Vol, veh/h 1479 3588 133 135
Approach Delay, s/veh 12.4 21.4 54.9 44.0
Approach LOS B C D D
Timer - Assigned Phs1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.9 85.0 27.1 11.6 81.3 12.1 15.0 Change Period (Y+Rc), s4.0 5.5 5.0 4.0 5.5 3.5 5.0
Max Green Setting (Gmax), s12.0 64.0 29.5 15.0 61.0 10.5 15.5 Max Q Clear Time (g_c+I1), s3.0 81.5 2.9 4.7 19.2 8.8 9.9 Green Ext Time (p_c), s0.0 0.0 0.1 0.0 24.4 0.0 0.2
Intersection Summary
HCM 7th Control Delay, s/veh20.3
HCM 7th LOS C
Horizon Plus Project AMHCM Signalized Intersection Capacity Analysis 12A: La Cienega Blvd SB & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1395 175 84 2225 0 0 0 0 51 0 1051 Future Volume (vph) 0 1395 175 84 2225 0 0 0 0 51 0 1051 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 7.0 6.0 7.5 5.5
Lane Util. Factor 0.81 1.00 0.91 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.98 1.00 1.00 1.00 0.85
Flt Protected 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 7315 1752 5036 1752 2760
Flt Permitted 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 7315 1752 5036 1752 2760
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 1516 190 91 2418 0 0 0 0 55 0 1142
RTOR Reduction (vph) 0 18 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 1688 0 91 2418 0 0 0 0 55 0 1142 Confl. Peds. (#/hr) 4 5 5 4
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Prot NA Prot custom
Protected Phases 6 4 5 2 4 3 1 3
Permitted Phases 6
Actuated Green, G (s) 28.5 55.5 68.5 17.5 52.0
Effective Green, g (s) 28.5 55.5 61.5 17.5 52.0
Actuated g/C Ratio 0.24 0.46 0.51 0.15 0.43
Clearance Time (s) 6.0 7.5
Vehicle Extension (s) 4.0 1.5
Lane Grp Cap (vph) 1737 810 2580 255 1196
v/s Ratio Prot c0.23 0.05 c0.48 0.03 c0.30
v/s Ratio Perm 0.11
v/c Ratio 0.97 0.11 0.94 0.22 0.95
Uniform Delay, d1 45.3 18.3 27.4 45.2 32.9
Progression Factor 0.73 1.88 1.66 1.00 1.00
Incremental Delay, d2 14.8 0.0 0.8 0.2 16.1
Delay (s) 48.0 34.5 46.3 45.4 49.0
Level of Service D C D D D
Approach Delay (s/veh) 48.0 45.9 0.0 48.8
Approach LOS D D A D
Intersection Summary
HCM 2000 Control Delay (s/veh) 47.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.04
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 112.6% ICU Level of Service H Analysis Period (min) 15
c Critical Lane Group
_______ tttt~ 't ttt
Horizon Plus Project AMHCM Signalized Intersection Capacity Analysis 12B: La Cienega Blvd NB & Slauson Ave Timing Plan: AM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 298 1142 0 0 1836 50 472 2 145 0 0 0 Future Volume (vph) 298 1142 0 0 1836 50 472 2 145 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 7.5 6.0 6.0 7.0 7.0 5.0
Lane Util. Factor 0.97 0.91 0.86 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (prot) 3400 5036 6346 1537 1665 1670 1550
Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (perm) 3400 5036 6346 1537 1665 1670 1550
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 331 1269 0 0 2040 56 524 2 161 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 45 0 0 0 0 0 0
Lane Group Flow (vph) 331 1269 0 0 2040 11 262 264 161 0 0 0 Confl. Peds. (#/hr) 4 4 3
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Split NA custom
Protected Phases 1 3 3 6 2 4 4 5
Permitted Phases 2 4
Actuated Green, G (s) 38.0 52.0 23.0 23.0 38.5 38.5 48.5 Effective Green, g (s) 38.0 46.0 23.0 23.0 38.5 38.5 48.5 Actuated g/C Ratio 0.32 0.38 0.19 0.19 0.32 0.32 0.40
Clearance Time (s) 6.0 6.0 7.0 7.0 5.0
Vehicle Extension (s) 4.0 4.0 3.0 3.0 1.5
Lane Grp Cap (vph) 1076 1930 1216 294 534 535 626
v/s Ratio Prot 0.10 c0.25 c0.32 0.16 c0.16 0.02
v/s Ratio Perm 0.01 0.08
v/c Ratio 0.31 0.66 1.68 0.04 0.49 0.49 0.26
Uniform Delay, d1 31.0 30.5 48.5 39.5 32.8 32.9 23.8
Progression Factor 0.16 0.06 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.0 0.2 308.6 0.2 0.7 0.7 0.1
Delay (s) 5.1 2.2 357.1 39.7 33.6 33.6 23.9
Level of Service A A F D C C C
Approach Delay (s/veh) 2.8 348.6 31.3 0.0
Approach LOS A F C A
Intersection Summary
HCM 2000 Control Delay (s/veh) 172.6 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 112.6% ICU Level of Service H Analysis Period (min) 15
c Critical Lane Group
"i"i ttt ___ tttt ., "i ., ____ _
HCM 7th TWSC Horizon Plus Project AM
901: Bristol Pkwy & Dwy A Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 0.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 98 748 9 0 435
Future Vol, veh/h 0 98 748 9 0 435
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 107 813 10 0 473
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1054 411 0 0 823 0
Stage 1 818 - - - - -
Stage 2 236 - - - - -
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 221 590 - - 803 -
Stage 1 394 - - - - -
Stage 2 781 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 221 590 - - 803 -
Mov Cap-2 Maneuver 221 - - - - -
Stage 1 394 - - - - -
Stage 2 781 - - - - -
Approach WB NB SB
HCM Control Delay, s/v12.45 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 590 803 -
HCM Lane V/C Ratio - - 0.181 - -
HCM Control Delay (s/veh) - - 12.4 0 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.7 0 -
tT+
HCM 7th TWSC Horizon Plus Project AM
902: Uplander Way & Dwy B Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 4.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 95 16 67 147 41 6
Future Vol, veh/h 95 16 67 147 41 6
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 103 17 73 160 45 7
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 353 48 51 0 - 0
Stage 1 48 - - - - -
Stage 2 305 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 644 1021 1555 - - -
Stage 1 975 - - - - -
Stage 2 747 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 611 1021 1555 - - -
Mov Cap-2 Maneuver 611 - - - - -
Stage 1 925 - - - - -
Stage 2 747 - - - - -
Approach EB NB SB
HCM Control Delay, s/v11.81 2.33 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 564 - 649 - -
HCM Lane V/C Ratio 0.047 - 0.186 - -
HCM Control Delay (s/veh) 7.4 0 11.8 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0.1 - 0.7 - -
HCM 7th TWSC Horizon Plus Project AM
903: Uplander Way & Dwy C Timing Plan: AM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 3.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 16 85 105 10 37 54
Future Vol, veh/h 16 85 105 10 37 54
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 17 92 114 11 40 59
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 125 0 - 0 247 120
Stage 1 - - - - 120 -
Stage 2 - - - - 127 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1462 - - - 742 932
Stage 1 - - - - 906 -
Stage 2 - - - - 899 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1462 - - - 732 932
Mov Cap-2 Maneuver - - - - 732 -
Stage 1 - - - - 894 -
Stage 2 - - - - 899 -
Approach EB WB SB
HCM Control Delay, s/v 1.19 0 9.86

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 285 - - - 839
HCM Lane V/C Ratio 0.012 - - - 0.118
HCM Control Delay (s/veh) 7.5 0 - - 9.9
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.4
HCM 7th Signalized Intersection Summary Horizon Plus Project PM 1: Hannum Ave & Slauson Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 73 517 228 182 454 440 72 299 279 214 632 49 Future Volume (veh/h) 73 517 228 182 454 440 72 299 279 214 632 49 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 75 533 184 190 473 200 75 311 0 223 658 0 Peak Hour Factor 0.97 0.97 0.97 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 119 1701 569 245 2325 710 222 765 272 806
Arrive On Green 0.07 0.46 0.46 0.07 0.46 0.46 0.07 0.22 0.00 0.08 0.23 0.00 Sat Flow, veh/h 1767 3738 1251 3428 5066 1547 3291 3526 1572 3428 3526 1572 Grp Volume(v), veh/h 75 480 237 190 473 200 75 311 0 223 658 0 Grp Sat Flow(s),veh/h/ln1767 1689 1611 1714 1689 1547 1646 1763 1572 1714 1763 1572 Q Serve(g_s), s 5.8 12.6 13.2 7.6 7.8 11.2 3.0 10.6 0.0 9.0 24.8 0.0 Cycle Q Clear(g_c), s 5.8 12.6 13.2 7.6 7.8 11.2 3.0 10.6 0.0 9.0 24.8 0.0 Prop In Lane 1.00 0.78 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 119 1537 733 245 2325 710 222 765 272 806 V/C Ratio(X) 0.63 0.31 0.32 0.78 0.20 0.28 0.34 0.41 0.82 0.82 Avail Cap(c_a), veh/h 188 1537 733 365 2325 710 346 949 360 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.87 0.87 0.87 0.98 0.98 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh63.6 24.2 24.4 63.9 22.6 23.5 62.3 47.1 0.0 63.5 51.2 0.0 Incr Delay (d2), s/veh 2.0 0.5 1.2 2.6 0.2 0.9 0.3 0.7 0.0 8.2 6.2 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.6 5.0 5.1 3.4 3.1 4.3 1.3 4.7 0.0 4.2 11.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 65.6 24.7 25.5 66.5 22.8 24.4 62.6 47.8 0.0 71.6 57.4 0.0 LnGrp LOS E C C E C C E D E E
Approach Vol, veh/h 792 863 386 881
Approach Delay, s/veh 28.8 32.8 50.7 61.0
Approach LOS C C D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s16.1 69.8 15.8 38.3 15.6 70.4 17.4 36.7 Change Period (Y+Rc), s6.1 6.1 6.3 6.3 6.1 6.1 6.3 6.3
Max Green Setting (Gmax), s14.9 47.9 14.7 37.7 14.9 47.9 14.7 37.7 Max Q Clear Time (g_c+I1), s9.6 15.2 5.0 26.8 7.8 13.2 11.0 12.6 Green Ext Time (p_c), s 0.1 9.4 0.1 5.1 0.0 8.0 0.1 3.6 Intersection Summary
HCM 7th Control Delay, s/veh 42.6
HCM 7th LOS D
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 7th Signalized Intersection Summary Horizon Plus Project PM 2: Fox Hills Dr/Driveway & Hannum Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 818 164 143 478 1 180 0 140 1 2 10 Future Volume (veh/h) 0 818 164 143 478 1 180 0 140 1 2 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.97 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 0 899 172 157 525 1 198 0 23 1 2 1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 565 1777 340 387 2507 5 248 0 214 14 28 14
Arrive On Green 0.00 0.60 0.60 0.12 1.00 1.00 0.14 0.00 0.14 0.03 0.03 0.03 Sat Flow, veh/h 1696 2947 564 1767 3610 7 1767 0 1529 433 867 433 Grp Volume(v), veh/h 0 538 533 157 256 270 198 0 23 4 0 0 Grp Sat Flow(s),veh/h/ln1696 1763 1747 1767 1763 1854 1767 0 1529 1734 0 0 Q Serve(g_s), s 0.0 20.9 20.9 3.9 0.0 0.0 13.0 0.0 1.6 0.3 0.0 0.0 Cycle Q Clear(g_c), s 0.0 20.9 20.9 3.9 0.0 0.0 13.0 0.0 1.6 0.3 0.0 0.0 Prop In Lane 1.00 0.32 1.00 0.00 1.00 1.00 0.25 0.25
Lane Grp Cap(c), veh/h 565 1063 1054 387 1224 1288 248 0 214 56 0 0 V/C Ratio(X) 0.00 0.51 0.51 0.41 0.21 0.21 0.80 0.00 0.11 0.07 0.00 0.00 Avail Cap(c_a), veh/h 776 1063 1054 505 1224 1288 421 0 364 405 0 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.59 0.59 0.94 0.94 0.94 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 13.6 13.6 9.3 0.0 0.0 49.9 0.0 45.0 56.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 1.0 1.0 0.2 0.4 0.3 2.3 0.0 0.1 0.2 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 8.1 8.1 1.2 0.1 0.1 5.9 0.0 0.6 0.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 14.6 14.6 9.5 0.4 0.3 52.2 0.0 45.1 56.6 0.0 0.0 LnGrp LOS B B A A A D D E
Approach Vol, veh/h 1071 683 221 4
Approach Delay, s/veh 14.6 2.5 51.5 56.6
Approach LOS B A D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s0.0 88.9 8.8 11.0 78.0 22.2
Change Period (Y+Rc), s 4.0 5.6 5.0 4.0 * 5.6 5.4
Max Green Setting (Gmax), s 15.0 28.4 28.0 15.0 * 29 28.6 Max Q Clear Time (g_c+I1), s 0.0 2.0 2.3 5.9 22.9 15.0
Green Ext Time (p_c), s 0.0 3.1 0.0 0.1 3.2 0.6
Intersection Summary
HCM 7th Control Delay, s/veh 14.6
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. "i tf.

HCM Signalized Intersection Capacity Analysis Horizon Plus Project PM 3: Bristol Pkwy & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 1510 457 111 1383 2 172 0 50 12 14 26 Future Volume (vph) 7 1510 457 111 1383 2 172 0 50 12 14 26 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 10 10 11 8 10 12 10 10 10 12 12 12
Total Lost time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 0.85 0.92
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1636 4700 1516 2946 4700 1568 3173 1370 1380 3172 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.99 Satd. Flow (perm) 1636 4700 1516 2946 4700 1568 3173 1370 1380 3172 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 7 1541 466 113 1411 2 176 0 51 12 14 27 RTOR Reduction (vph) 0 0 115 0 0 1 0 23 21 0 24 0
Lane Group Flow (vph) 7 1541 351 113 1411 1 176 3 4 0 29 0 Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr) 1 2
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA Perm Prot NA Perm Split NA pm+ov Split NA Protected Phases 5 2 1 6 4 4 1 3 3
Permitted Phases 2 6 4
Actuated Green, G (s) 2.2 62.2 62.2 9.0 69.0 69.0 11.6 11.6 20.6 12.4 Effective Green, g (s) 2.2 62.2 62.2 9.0 69.0 69.0 11.6 11.6 20.6 12.4 Actuated g/C Ratio 0.02 0.52 0.52 0.08 0.57 0.57 0.10 0.10 0.17 0.10 Clearance Time (s) 7.1 6.1 6.1 7.1 6.1 6.1 5.8 5.8 7.1 5.8 Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 29 2436 785 220 2702 901 306 132 236 327 v/s Ratio Prot 0.00 c0.33 0.04 c0.30 c0.06 0.00 0.00 c0.01 v/s Ratio Perm 0.23 0.00 0.00
v/c Ratio 0.24 0.63 0.45 0.51 0.52 0.00 0.58 0.02 0.02 0.09 Uniform Delay, d1 58.1 20.7 18.1 53.4 15.5 10.8 51.8 49.1 41.3 48.7 Progression Factor 1.00 1.00 1.00 1.23 1.14 1.00 1.02 1.00 1.00 1.00 Incremental Delay, d2 1.6 1.3 1.8 0.8 0.7 0.0 1.6 0.0 0.0 0.0 Delay (s) 59.6 22.0 20.0 66.3 18.4 10.8 54.4 49.1 41.3 48.7 Level of Service E C B E B B D D D D
Approach Delay (s/veh) 21.6 21.9 52.3 48.7
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 23.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.57
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 24.8 Intersection Capacity Utilization 62.4% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
t
HCM 7th Signalized Intersection Summary Horizon Plus Project PM 4: Bristol Pkwy & Hannum Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 661 322 86 287 88 157 135 166 276 270 78 Future Volume (veh/h) 14 661 322 86 287 88 157 135 166 276 270 78 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 16 734 242 96 319 67 174 150 61 307 300 61 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 574 2099 932 400 2099 1098 201 395 153 481 419 84 Arrive On Green 1.00 1.00 1.00 0.20 0.20 0.20 0.11 0.16 0.16 0.03 0.05 0.05 Sat Flow, veh/h 988 3526 1566 571 3526 1566 1767 2466 957 3428 2914 583 Grp Volume(v), veh/h 16 734 242 96 319 67 174 105 106 307 180 181 Grp Sat Flow(s),veh/h/ln 988 1763 1566 571 1763 1566 1767 1763 1660 1714 1763 1735 Q Serve(g_s), s 0.3 0.0 0.0 17.2 9.0 3.1 11.6 6.4 6.9 10.6 12.1 12.4 Cycle Q Clear(g_c), s 9.2 0.0 0.0 17.2 9.0 3.1 11.6 6.4 6.9 10.6 12.1 12.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.58 1.00 0.34
Lane Grp Cap(c), veh/h 574 2099 932 400 2099 1098 201 282 266 481 253 249 V/C Ratio(X) 0.03 0.35 0.26 0.24 0.15 0.06 0.87 0.37 0.40 0.64 0.71 0.73 Avail Cap(c_a), veh/h 574 2099 932 400 2099 1098 239 502 473 511 451 444 HCM Platoon Ratio 2.00 2.00 2.00 0.33 0.33 0.33 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.82 0.82 0.82 1.00 1.00 1.00 1.00 1.00 1.00 0.87 0.87 0.87 Uniform Delay (d), s/veh 0.6 0.0 0.0 26.4 23.1 11.6 52.3 45.0 45.2 55.6 54.7 54.8 Incr Delay (d2), s/veh 0.0 0.1 0.1 1.4 0.2 0.1 21.5 0.8 1.0 1.5 3.2 3.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 2.8 4.0 1.0 6.3 2.8 2.9 4.9 5.9 6.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.6 0.1 0.1 27.8 23.3 11.7 73.8 45.8 46.2 57.1 57.9 58.4 LnGrp LOS A A A C C B E D D E E E
Approach Vol, veh/h 992 482 385 668
Approach Delay, s/veh 0.1 22.6 58.6 57.7
Approach LOS A C E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 17.9 25.0 77.0 19.4 23.5 77.0
Change Period (Y+Rc), s 5.3 5.8 * 5.6 5.8 6.3 * 5.6
Max Green Setting (Gmax), s 13.7 34.2 * 55 16.2 30.7 * 55 Max Q Clear Time (g_c+I1), s 12.6 8.9 19.2 13.6 14.4 11.2 Green Ext Time (p_c), s 0.1 1.1 3.6 0.1 1.8 7.0
Intersection Summary
HCM 7th Control Delay, s/veh 28.5
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. _ 'f'i tT+
HCM 7th TWSC Horizon Plus Project PM
5: Bristol Pkwy & Uplander Way Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 3.1
Movement WBLWBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 73 66 340 61 75 608
Future Vol, veh/h 73 66 340 61 75 608
Conflicting Peds, #/hr0 2 0 5 5 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 30 - - - -
Veh in Median Storage, #0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 83 75 386 69 85 691
Major/Minor Minor1 Major1 Major2
Conflicting Flow All942 235 0 0 461 0
Stage 1 426 - - - - -
Stage 2 516 - - - - -
Critical Hdwy 6.86 6.96 - - 4.16 -
Critical Hdwy Stg 15.86 - - - - -
Critical Hdwy Stg 25.86 - - - - -
Follow-up Hdwy 3.53 3.33 - - 2.23 -
Pot Cap-1 Maneuver260 764 - - 1090 -
Stage 1 624 - - - - -
Stage 2 561 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver233 759 - - 1084 -
Mov Cap-2 Maneuver233 - - - - -
Stage 1 621 - - - - -
Stage 2 507 - - - - -
Approach WB NB SB
HCM Control Delay, s/v19.96 0 1.54

HCM LOS C
Minor Lane/Major MvmtNBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 233 759 395 -
HCM Lane V/C Ratio - - 0.3560.0990.079 -
HCM Control Delay (s/veh)- - 28.7 10.3 8.6 0.7
HCM Lane LOS - - D B A A
HCM 95th %tile Q(veh) - - 1.5 0.3 0.3 -
HCM 7th Signalized Intersection Summary Horizon Plus Project PM 6: Bristol Pkwy & Green Valley Cir Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 72 273 131 35 187 87 77 200 38 243 426 74 Future Volume (veh/h) 72 273 131 35 187 87 77 200 38 243 426 74 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 77 290 86 37 199 42 82 213 34 259 453 68 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 427 852 247 361 921 190 473 753 120 580 1484 221 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.48 0.48 0.48 0.48 0.48 0.48 Sat Flow, veh/h 1118 2684 779 990 2900 599 871 1556 248 1118 3067 458 Grp Volume(v), veh/h 77 188 188 37 119 122 82 0 247 259 259 262 Grp Sat Flow(s),veh/h/ln1118 1763 1700 990 1763 1736 871 0 1805 1118 1763 1762 Q Serve(g_s), s 3.0 4.5 4.7 1.6 2.7 2.9 3.5 0.0 4.5 10.0 4.9 5.0 Cycle Q Clear(g_c), s 5.9 4.5 4.7 6.3 2.7 2.9 8.5 0.0 4.5 14.5 4.9 5.0 Prop In Lane 1.00 0.46 1.00 0.34 1.00 0.14 1.00 0.26
Lane Grp Cap(c), veh/h 427 560 540 361 560 551 473 0 873 580 853 852 V/C Ratio(X) 0.18 0.34 0.35 0.10 0.21 0.22 0.17 0.00 0.28 0.45 0.30 0.31 Avail Cap(c_a), veh/h 1284 1911 1843 1120 1911 1882 996 0 1956 1251 1911 1910 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh16.0 14.4 14.5 16.9 13.8 13.9 11.2 0.0 8.5 12.9 8.6 8.7 Incr Delay (d2), s/veh 0.4 0.8 0.8 0.3 0.4 0.4 0.4 0.0 0.4 1.2 0.4 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.7 1.7 1.7 0.4 1.0 1.0 0.6 0.0 1.5 2.2 1.6 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 16.4 15.2 15.3 17.2 14.2 14.3 11.6 0.0 8.9 14.0 9.1 9.1 LnGrp LOS B B B B B B B A B A A
Approach Vol, veh/h 453 278 329 780
Approach Delay, s/veh 15.5 14.7 9.6 10.7
Approach LOS B B A B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 32.3 23.1 32.3 23.1
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green Setting (Gmax), s 60.0 60.0 60.0 60.0
Max Q Clear Time (g_c+I1), s 10.5 7.9 16.5 8.3
Green Ext Time (p_c), s 4.3 5.7 10.3 3.4
Intersection Summary
HCM 7th Control Delay, s/veh 12.3
HCM 7th LOS B
HCM 7th Signalized Intersection Summary Horizon Plus Project PM 7: Uplander Way & Hannum Ave Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 13 969 122 160 198 6 38 0 76 25 0 61 Future Volume (veh/h) 13 969 122 160 198 6 38 0 76 25 0 61 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 0.98 0.98 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 15 1101 114 182 225 5 43 0 9 28 0 0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 895 2401 1061 407 2528 1123 241 0 186 195 0 190 Arrive On Green 0.02 0.68 0.68 0.06 0.72 0.72 0.12 0.00 0.12 0.12 0.00 0.00 Sat Flow, veh/h 1767 3526 1557 1767 3526 1566 1501 0 1537 1114 0 1572 Grp Volume(v), veh/h 15 1101 114 182 225 5 43 0 9 28 0 0 Grp Sat Flow(s),veh/h/ln1767 1763 1557 1767 1763 1566 1501 0 1537 1114 0 1572 Q Serve(g_s), s 0.3 17.4 3.0 3.6 2.3 0.1 0.0 0.0 0.6 2.3 0.0 0.0 Cycle Q Clear(g_c), s 0.3 17.4 3.0 3.6 2.3 0.1 2.7 0.0 0.6 4.9 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 895 2401 1061 407 2528 1123 241 0 186 195 0 190 V/C Ratio(X) 0.02 0.46 0.11 0.45 0.09 0.00 0.18 0.00 0.05 0.14 0.00 0.00 Avail Cap(c_a), veh/h 1053 2401 1061 516 2528 1123 413 0 377 364 0 385 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.90 0.90 0.90 0.98 0.98 0.98 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 4.1 8.9 6.6 6.6 5.1 4.8 47.6 0.0 46.7 49.8 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.6 0.2 0.3 0.1 0.0 0.1 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 6.2 1.0 1.2 0.8 0.0 1.2 0.0 0.2 0.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 4.1 9.4 6.8 6.9 5.2 4.8 47.7 0.0 46.7 49.9 0.0 0.0 LnGrp LOS A A A A A A D D D
Approach Vol, veh/h 1230 412 52 28
Approach Delay, s/veh 9.1 6.0 47.5 49.9
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s8.3 91.6 20.1 12.6 87.3 20.1
Change Period (Y+Rc), s 5.5 5.6 5.6 5.6 * 5.6 5.6
Max Green Setting (Gmax), s13.5 60.4 29.4 14.4 * 60 29.4 Max Q Clear Time (g_c+I1), s2.3 4.3 4.7 5.6 19.4 6.9
Green Ext Time (p_c), s 0.0 1.5 0.1 0.2 10.5 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 10.2
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 7th Signalized Intersection Summary Horizon Plus Project PM 8: Buckingham Pkwy & Hannum Ave & Driveway Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 53 731 235 115 276 34 81 1 95 0 1 0 Future Volume (veh/h) 53 731 235 115 276 34 81 1 95 0 1 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.97 0.96 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1781 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 56 778 195 122 294 31 86 1 17 0 1 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 87 2359 1017 544 2178 228 244 251 294 60 251 0 Arrive On Green 0.10 1.00 1.00 0.11 1.00 1.00 0.14 0.14 0.14 0.00 0.14 0.00 Sat Flow, veh/h 1767 3526 1519 1767 3216 336 1365 1856 1507 1384 1856 0 Grp Volume(v), veh/h 56 778 195 122 160 165 86 1 17 0 1 0 Grp Sat Flow(s),veh/h/ln1767 1763 1519 1767 1763 1790 1365 1856 1507 1384 1856 0 Q Serve(g_s), s 3.7 0.0 0.0 2.5 0.0 0.0 7.0 0.1 1.1 0.0 0.1 0.0 Cycle Q Clear(g_c), s 3.7 0.0 0.0 2.5 0.0 0.0 7.0 0.1 1.1 0.0 0.1 0.0 Prop In Lane 1.00 1.00 1.00 0.19 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 87 2359 1017 544 1193 1212 244 251 294 60 251 0 V/C Ratio(X) 0.64 0.33 0.19 0.22 0.13 0.14 0.35 0.00 0.06 0.00 0.00 0.00 Avail Cap(c_a), veh/h 202 2359 1017 644 1193 1212 426 498 494 244 498 0 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.86 0.86 0.86 0.79 0.79 0.79 1.00 1.00 1.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 53.1 0.0 0.0 4.5 0.0 0.0 47.9 44.9 39.6 0.0 44.9 0.0 Incr Delay (d2), s/veh 2.5 0.3 0.4 0.1 0.2 0.2 0.3 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.6 0.1 0.1 0.7 0.1 0.1 2.4 0.0 0.4 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 55.6 0.3 0.4 4.6 0.2 0.2 48.3 44.9 39.6 0.0 44.9 0.0 LnGrp LOS E A A A A A D D D D
Approach Vol, veh/h 1029 447 104 1
Approach Delay, s/veh 3.3 1.4 46.8 44.9
Approach LOS A A D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s11.2 86.7 22.0 12.2 85.8 22.0
Change Period (Y+Rc), s 5.3 5.5 5.8 5.3 5.5 5.8
Max Green Setting (Gmax), s13.7 57.5 32.2 13.7 57.5 32.2 Max Q Clear Time (g_c+I1), s5.7 2.0 9.0 4.5 2.0 2.1
Green Ext Time (p_c), s 0.0 2.0 0.1 0.1 7.2 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 5.7
HCM 7th LOS A
" t .,, " T+
HCM 7th Signalized Intersection Summary Horizon Plus Project PM 9: Buckingham Pkwy & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)15 1527 34 380 1395 18 35 11 713 58 31 52 Future Volume (veh/h)15 1527 34 380 1395 18 35 11 713 58 31 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 0.99 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h16 1607 20 400 1468 18 37 0 566 61 33 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 451 2900 897 685 3165 39 322 0 859 235 389 327 Arrive On Green 0.05 1.00 1.00 0.02 0.20 0.20 0.14 0.00 0.14 0.21 0.21 0.21 Sat Flow, veh/h 3428 5066 1567 3428 5158 63 1340 0 3113 834 1856 1557 Grp Volume(v), veh/h16 1607 20 400 961 525 37 0 566 61 33 10 Grp Sat Flow(s),veh/h/ln1714 1689 1567 1714 1689 1844 1340 0 1557 834 1856 1557 Q Serve(g_s), s 0.2 0.0 0.0 5.4 30.1 30.1 2.9 0.0 19.6 7.5 1.7 0.6 Cycle Q Clear(g_c), s0.2 0.0 0.0 5.4 30.1 30.1 4.6 0.0 19.6 7.5 1.7 0.6 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h451 2900 897 685 2072 1131 322 0 859 235 389 327 V/C Ratio(X) 0.04 0.55 0.02 0.58 0.46 0.46 0.11 0.00 0.66 0.26 0.08 0.03 Avail Cap(c_a), veh/h731 2900 897 824 2072 1131 422 0 1090 297 527 442 HCM Platoon Ratio2.00 2.00 2.00 0.33 0.33 0.33 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 0.76 0.76 0.76 0.74 0.74 0.74 0.95 0.00 0.95 1.00 1.00 1.00 Uniform Delay (d), s/veh12.2 0.0 0.0 9.0 30.5 30.5 43.5 0.0 42.0 40.4 38.1 37.7 Incr Delay (d2), s/veh0.0 0.6 0.0 0.2 0.6 1.0 0.1 0.0 0.4 0.2 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 0.2 0.0 2.0 13.6 15.0 1.0 0.0 7.8 1.5 0.8 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh12.2 0.6 0.0 9.2 31.0 31.5 43.6 0.0 42.5 40.6 38.2 37.7 LnGrp LOS B A A A C C D D D D D
Approach Vol, veh/h 1643 1886 603 104
Approach Delay, s/veh 0.7 26.5 42.5 39.6
Approach LOS A C D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s14.1 74.8 31.1 9.2 79.7 31.1
Change Period (Y+Rc), s6.3 6.1 5.9 6.3 6.1 5.9
Max Green Setting (Gmax), s12.7 54.9 34.1 12.7 54.9 34.1 Max Q Clear Time (g_c+I1), s7.4 2.0 21.6 2.2 32.1 9.5
Green Ext Time (p_c), s0.4 32.8 1.2 0.0 16.4 0.3
Intersection Summary
HCM 7th Control Delay, s/veh19.1
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary Horizon Plus Project PM 10: Shenandoah Ave & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)126 1837 278 13 1676 17 44 10 4 17 7 53 Future Volume (veh/h)126 1837 278 13 1676 17 44 10 4 17 7 53 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h131 1914 275 14 1746 17 46 10 1 18 7 13 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 147 2867 407 55 3039 30 359 394 333 184 75 112 Arrive On Green 0.08 0.64 0.64 0.02 0.39 0.39 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1767 4482 636 1767 5173 50 1376 1856 1566 656 355 526 Grp Volume(v), veh/h131 1437 752 14 1140 623 46 10 1 38 0 0 Grp Sat Flow(s),veh/h/ln1767 1689 1741 1767 1689 1846 1376 1856 1566 1537 0 0 Q Serve(g_s), s 8.8 32.0 32.9 0.9 31.7 31.7 0.6 0.5 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s8.8 32.0 32.9 0.9 31.7 31.7 2.7 0.5 0.1 2.1 0.0 0.0 Prop In Lane 1.00 0.37 1.00 0.03 1.00 1.00 0.47 0.34
Lane Grp Cap(c), veh/h147 2161 1114 55 1984 1085 359 394 333 371 0 0 V/C Ratio(X) 0.89 0.66 0.68 0.25 0.57 0.57 0.13 0.03 0.00 0.10 0.00 0.00 Avail Cap(c_a), veh/h147 2161 1114 177 1984 1085 359 394 333 371 0 0 HCM Platoon Ratio1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.72 0.72 0.72 0.81 0.81 0.81 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh54.5 13.6 13.7 57.4 24.6 24.6 38.2 37.4 37.2 38.0 0.0 0.0 Incr Delay (d2), s/veh33.7 1.2 2.4 0.7 1.0 1.8 0.2 0.0 0.0 0.6 0.0 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln5.2 10.9 12.0 0.4 13.4 14.9 1.1 0.2 0.0 1.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh88.1 14.7 16.1 58.1 25.6 26.4 38.4 37.4 37.2 38.6 0.0 0.0 LnGrp LOS F B B E C C D D D D
Approach Vol, veh/h 2320 1777 57 38
Approach Delay, s/veh 19.3 26.2 38.2 38.6
Approach LOS B C D D
Timer - Assigned Phs1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.5 76.0 30.5 7.2 82.3 30.5
Change Period (Y+Rc), s3.5 5.5 5.0 3.5 5.5 5.0
Max Green Setting (Gmax), s10.0 70.5 25.5 12.0 68.5 25.5 Max Q Clear Time (g_c+I1), s10.8 33.7 4.7 2.9 34.9 4.1
Green Ext Time (p_c), s0.0 27.3 0.1 0.0 29.8 0.1
Intersection Summary
HCM 7th Control Delay, s/veh22.6
HCM 7th LOS C
HCM 7th Signalized Intersection Summary Horizon Plus Project PM 11: Corning Ave & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBTWBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)2 1817 6 113 1702 95 14 12 305 136 22 16 Future Volume (veh/h)2 1817 6 113 1702 95 14 12 305 136 22 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On ApproachNo No No No
Adj Sat Flow, veh/h/ln1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h2 1893 6 118 1773 95 15 12 160 142 23 5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 9 2982 9 144 3191 171 220 217 184 334 418 354 Arrive On Green 0.01 0.57 0.57 0.16 1.00 1.00 0.12 0.12 0.12 0.08 0.23 0.23 Sat Flow, veh/h 1767 5213 17 1767 4922 263 1368 1856 1568 1767 1856 1570 Grp Volume(v), veh/h2 1226 673 118 1216 652 15 12 160 142 23 5 Grp Sat Flow(s),veh/h/ln1767 1689 1853 1767 1689 1808 1368 1856 1568 1767 1856 1570 Q Serve(g_s), s 0.1 29.3 29.3 7.7 0.0 0.0 1.2 0.7 12.0 8.3 1.2 0.3 Cycle Q Clear(g_c), s0.1 29.3 29.3 7.7 0.0 0.0 1.2 0.7 12.0 8.3 1.2 0.3 Prop In Lane 1.00 0.01 1.00 0.15 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h9 1932 1060 144 2190 1172 220 217 184 334 418 354 V/C Ratio(X) 0.21 0.63 0.63 0.82 0.56 0.56 0.07 0.06 0.87 0.43 0.05 0.01 Avail Cap(c_a), veh/h147 1932 1060 177 2190 1172 225 224 190 334 425 360 HCM Platoon Ratio1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.62 0.62 0.62 0.88 0.88 0.88 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh59.4 17.3 17.3 49.3 0.0 0.0 47.3 47.1 52.1 40.4 36.4 36.1 Incr Delay (d2), s/veh2.5 1.0 1.8 16.0 0.9 1.7 0.1 0.1 32.2 0.6 0.1 0.0 Initial Q Delay(d3), s/veh0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 10.6 11.9 3.7 0.3 0.5 0.4 0.3 6.4 3.7 0.5 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh61.9 18.3 19.1 65.3 0.9 1.7 47.4 47.2 84.3 41.1 36.5 36.1 LnGrp LOS E B B E A A D D F D D D
Approach Vol, veh/h 1901 1986 187 170
Approach Delay, s/veh 18.6 5.0 78.9 40.3
Approach LOS B A E D
Timer - Assigned Phs1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s4.6 83.3 32.1 13.8 74.1 13.0 19.1 Change Period (Y+Rc), s4.0 5.5 5.0 4.0 5.5 3.5 5.0
Max Green Setting (Gmax), s10.0 68.0 27.5 12.0 66.0 9.5 14.5 Max Q Clear Time (g_c+I1), s2.1 2.0 3.2 9.7 31.3 10.3 14.0 Green Ext Time (p_c), s0.0 44.3 0.1 0.0 27.8 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh15.8
HCM 7th LOS B
Horizon Plus Project PMHCM Signalized Intersection Capacity Analysis 12A: La Cienega Blvd SB & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 2209 62 117 1079 0 0 0 0 243 35 804 Future Volume (vph) 0 2209 62 117 1079 0 0 0 0 243 35 804 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 7.0 6.0 7.5 7.5 5.5
Lane Util. Factor 0.81 1.00 0.91 1.00 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00
Satd. Flow (prot) 7435 1752 5036 1752 1845 2745
Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00
Satd. Flow (perm) 7435 1752 5036 1752 1845 2745
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 2277 64 121 1112 0 0 0 0 251 36 829
RTOR Reduction (vph) 0 3 0 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 0 2338 0 121 1112 0 0 0 0 251 36 829 Confl. Peds. (#/hr) 2 1
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type NA Prot NA Split NA custom
Protected Phases 6 4 5 2 4 3 3 1 3
Permitted Phases 6
Actuated Green, G (s) 37.0 47.0 68.5 17.5 17.5 60.5
Effective Green, g (s) 37.0 47.0 61.5 17.5 17.5 60.5
Actuated g/C Ratio 0.31 0.39 0.51 0.15 0.15 0.50
Clearance Time (s) 6.0 7.5 7.5
Vehicle Extension (s) 4.0 1.5 1.5
Lane Grp Cap (vph) 2292 686 2580 255 269 1383
v/s Ratio Prot c0.31 0.07 c0.22 c0.14 0.02 0.19
v/s Ratio Perm 0.11
v/c Ratio 1.02 0.18 0.43 0.98 0.13 0.60
Uniform Delay, d1 41.5 23.9 18.3 51.1 44.6 21.1
Progression Factor 1.04 1.83 0.37 1.00 1.00 1.00
Incremental Delay, d2 21.1 0.1 0.1 51.5 0.1 0.5
Delay (s) 64.1 43.8 6.9 102.6 44.7 21.6
Level of Service E D A F D C
Approach Delay (s/veh) 64.1 10.5 0.0 40.6
Approach LOS E B A D
Intersection Summary
HCM 2000 Control Delay (s/veh) 44.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.78
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
_______ tttt~ 't ttt
Horizon Plus Project PMHCM Signalized Intersection Capacity Analysis 12B: La Cienega Blvd NB & Slauson Ave Timing Plan: PM Peak Hour 5757 Uplander Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 488 1967 0 0 1057 61 167 5 183 0 0 0 Future Volume (vph) 488 1967 0 0 1057 61 167 5 183 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 7.5 6.0 6.0 7.0 7.0 5.0
Lane Util. Factor 0.97 0.91 0.86 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (prot) 3400 5036 6346 1543 1665 1673 1553
Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00
Satd. Flow (perm) 3400 5036 6346 1543 1665 1673 1553
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 503 2028 0 0 1090 63 172 5 189 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 46 0 0 0 0 0 0
Lane Group Flow (vph) 503 2028 0 0 1090 17 88 89 189 0 0 0 Confl. Peds. (#/hr) 2 1
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Split NA custom
Protected Phases 1 3 3 6 2 4 4 5
Permitted Phases 2 4
Actuated Green, G (s) 38.0 60.5 31.5 31.5 30.0 30.0 40.0 Effective Green, g (s) 38.0 54.5 31.5 31.5 30.0 30.0 40.0 Actuated g/C Ratio 0.32 0.45 0.26 0.26 0.25 0.25 0.33
Clearance Time (s) 6.0 6.0 7.0 7.0 5.0
Vehicle Extension (s) 4.0 4.0 3.0 3.0 1.5
Lane Grp Cap (vph) 1076 2287 1665 405 416 418 517
v/s Ratio Prot 0.15 c0.40 c0.17 0.05 0.05 c0.03
v/s Ratio Perm 0.01 0.09
v/c Ratio 0.47 0.89 0.65 0.04 0.21 0.21 0.37
Uniform Delay, d1 32.9 29.9 39.4 33.0 35.6 35.6 30.4
Progression Factor 0.29 0.22 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.0 0.4 2.0 0.2 0.3 0.3 0.2
Delay (s) 9.6 7.0 41.4 33.2 35.9 35.9 30.5
Level of Service A A D C D D C
Approach Delay (s/veh) 7.5 41.0 33.1 0.0
Approach LOS A D C A
Intersection Summary
HCM 2000 Control Delay (s/veh) 19.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.72
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
"i"i ttt ___ tttt ., "i ., ____ _
HCM 7th TWSC Horizon Plus Project PM
901: Bristol Pkwy & Dwy A Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 0.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 59 399 17 0 678
Future Vol, veh/h 0 59 399 17 0 678
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 64 434 18 0 737
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 811 226 0 0 452 0
Stage 1 443 - - - - -
Stage 2 368 - - - - -
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 317 777 - - 1105 -
Stage 1 614 - - - - -
Stage 2 670 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 317 777 - - 1105 -
Mov Cap-2 Maneuver 317 - - - - -
Stage 1 614 - - - - -
Stage 2 670 - - - - -
Approach WB NB SB
HCM Control Delay, s/v10.05 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 777 1105 -
HCM Lane V/C Ratio - - 0.083 - -
HCM Control Delay (s/veh) - - 10.1 0 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.3 0 -
tT+
HCM 7th TWSC Horizon Plus Project PM
902: Uplander Way & Dwy B Timing Plan: PM Peak Hour
5757 Uplander Synchro 12 Report
Intersection
Int Delay, s/veh 1.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 51 8 13 63 129 153
Future Vol, veh/h 51 8 13 63 129 153
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 55 9 14 68 140 166
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 320 223 307 0 - 0
Stage 1 223 - - - - -
Stage 2 97 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 673 816 1254 - - -
Stage 1 814 - - - - -
Stage 2 927 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 665 816 1254 - - -
Mov Cap-2 Maneuver 665 - - - - -
Stage 1 804 - - - - -
Stage 2 927 - - - - -
Approach EB NB SB
HCM Control Delay, s/v10.82 1.35 0