Traffic Study 2005 Master Plan Update DRAFT

Appendix D Traffic Study 2005 Master Plan Update DRAFT

TRAFFIC AND PARKING STUDY FOR THE CALIFORNIA STATE UNIVERSITY, NORTHRIDGE MASTER PLAN

OCTOBER 2005

PREPARED FOR CALIFORNIA STATE UNIVERSITY, NORTHRIDGE

PREPARED BY

DRAFT

TRAFFIC AND PARKING STUDY FOR THE CALIFORNIA STATE UNIVERSITY, NORTHRIDGE MASTER PLAN

October 2005

Prepared for:

CALIFORNIA STATE UNIVERSITY, NORTHRIDGE

Prepared by:

KAKU ASSOCIATES, INC. 201 Santa Monica Boulevard, Suite 500 Santa Monica, California 90401 (310) 458-9916

Ref: 1798

TABLE OF CONTENTS

I. Introduction ...... 1 Project Description ...... 1 Study Scope ...... 7 Organization of Report ...... 10

II. Existing Conditions ...... 11 Existing Street System ...... 11 Existing Traffic Volumes and Operating Conditions ...... 11 Bus and Shuttle Services ...... 24 CSUN Existing Parking Inventory...... 27

III. Future Traffic Projections ...... 33 Cumulative Base Traffic Projections...... 33 Project Traffic Volumes ...... 41 Cumulative plus Project Traffic Projections ...... 49

IV. Traffic Impact Analysis ...... 53 Significant Traffic Impact Criteria...... 53 Cumulative Base Traffic Conditions ...... 54 Cumulative plus Project Traffic Conditions...... 58 Intersection Project Impacts ...... 59 Mitigation Measures...... 60

V. Neighborhood Traffic Impact Analysis...... 70 Average Daily Traffic Significant Impact Criteria ...... 70 Cumulative plus Project Neighborhood Impact Analysis ...... 72 Neighborhood Impact Mitigation Measures ...... 72

VI. Regional Transportation System Impact Analysis ...... 74 Regional Highway System Analysis Location Selection ...... 74 CMP Significant Traffic Impact Criteria...... 76 Freeway Impact Analysis...... 76 Major Regional Surface Streets...... 81 CMP Transit Impact Analysis ...... 82

VII. Parking Impact Analysis ...... 87 Campus Parking Demand Projections ...... 87 Proposed Parking Supply...... 91 Comparison of Projected Demand to Proposed Supply...... 94

VIII. Summary and Conclusions...... 95

References

LIST OF FIGURES

NO.

1 CSUN Master Plan Site Plan...... 2 2 CSUN Parking and Access Components ...... 4 3 Study Locations ...... 9 4 Existing (2005) Peak Hour Traffic Volumes...... 15 5 Public Bus Routes ...... 26 6 CSUN Metrolink Shuttle Route and Stops...... 28 7 Parking Restrictions on Streets Adjacent to Campus...... 31 8 Related Project Locations...... 35 9 Cumulative Base (2035) Peak Hour Traffic Volumes...... 38 10 Project Traffic Distribution ...... 48 11 Cumulative plus Project (2035) Peak Hour Traffic Volumes ...... 50

LIST OF TABLES

NO.

1 Existing Surface Street Characteristics ...... 12 2 Level of Service Definitions for Signalized Intersections ...... 18 3 Level of Service Definitions for Two-Way Stop-Controlled Intersections ...... 20 4 Existing Intersections Levels of Service ...... 21 5 Summary of Parking Fees ...... 30 6 Trip Generation Estimates for Related Projects ...... 36 7 Trip Generation Estimates – Academic Growth ...... 42 8 Trip Generation Estimates – Faculty Housing and North Campus Retail...... 43 9 Trip Generation Estimates – Summary ...... 44 10 Trip Generation Estimates – Trip Generation Rates ...... 45 11 Future (Year 2035) Intersection Level of Service Analysis...... 55 12 Future (Year 2035) Intersection Level of Service Analysis with Mitigations ...... 62 13 Neighborhood Street Segment Analysis...... 71 14 Level of Service Definitions for Freeway Mainline Segments...... 77 15 Freeway Mainline Level of Service Analysis...... 79 16 CMP Transit Analysis – Existing Transit Services ...... 83 17 CMP Transit Analysis – Future Transit Services ...... 86 18 Projected CSUN Peak Parking Needs – Commuter Students, Commuter Faculty/Staff and Visitors, Envision 2035 Consensus Scenario as of 8/24/05 ...... 88 19 Projected CSUN Peak Parking Needs – Students and Faculty Residing on Campus Envision 2035 Consensus Scenario as of 8/24/05 ...... 89 20 Academic Parking Supply/Demand Analysis Envision 2035 Consensus Scenario as of 8/24/05 ...... 92

I. INTRODUCTION

This report documents the assumptions, methodologies, and findings of a study conducted by Kaku Associates, Inc. to evaluate the potential traffic and circulation impacts of the California State University, Northridge (CSUN) Master Plan. The CSUN campus is located at 18111 Nordhoff Street in the Northridge area of the City of Los Angeles, California.

PROJECT DESCRIPTION

The CSUN campus is generally bounded by Devonshire Street to the north, Nordhoff Street to the south, Zelzah Avenue to the east, and Darby Avenue to the west. The proposed Master Plan envisions a series of improvements to the campus to accommodate potential student growth through the year 2035, including new or renovated academic buildings and facilities, campus housing, campus parking facilities, and support facilities. Based on information provided by the university, the number of student full-time equivalents (FTE) for the academic year 2003-2004 is estimated at 24,473. Over the period of Master Plan buildout to year 2035, enrollment is projected to increase to approximately 35,000 FTE students, an increase of about 40%.

Figure 1 illustrates the proposed Master Plan, indicating potential locations of proposed new academic buildings, student housing, faculty/staff housing, and parking structures. The orange shading in Figure 1 indicates the locations of the proposed academic buildings, the yellow shading indicates the proposed locations of new student housing, the gold shading indicates the locations of proposed faculty/staff housing, and the blue shading indicates the proposed locations of new parking structures.

1 FIGURE 1 CSUN MASTER PLAN SITE PLAN

Building Components

The Master Plan would add approximately 1,150,000 gross square feet (s.f.) of new academic and administrative building space, approximately 2,500 student-housing beds, approximately 650 units of faculty/staff housing, approximately 43,000 s.f. of local-serving retail (serving the proposed faculty/staff housing area north of Lassen Street), and approximately 3,500 to 4,000 new parking spaces distributed throughout the campus.

Parking, Circulation and Access Components

Vehicular access into and out of the campus in the future would be similar to the current configuration. Primary access would continue to be along Zelzah Avenue, Nordhoff Street, and Darby Avenue.

Three new parking structures are proposed on the east side of campus with vehicular access via Zelzah Avenue. The east parking structures can also be accessed via Nordhoff Street, via a proposed new driveway just west of the intersection of Zelzah Avenue and Nordhoff Street (this driveway would allow right turns in and out only). The existing surface parking lot access loop along Dearborn Street and Prairie Street on the east side of the campus would be eliminated. The portion of Prairie Street west of Zelzah Avenue would be reconfigured to provide two-way access. Access to the new parking structure along Zelzah Avenue just south of the high school would be provided via a new two-way driveway intersecting Zelzah Avenue opposite Plummer Street.

Two new parking structures are proposed along Darby Avenue. Access to the west parking structures would be primarily via Darby Avenue and West University Drive/Etiwanda Avenue. The existing segment of West University Drive/Etiwanda Avenue just south of Halsted Street would be closed to north and southbound traffic. Access to the proposed faculty/staff housing community north of Lassen Street would be provided via driveways on Lassen Street, Zelzah Avenue, and Lindley Avenue.

Figure 2 illustrates the parking and access components of the proposed Master Plan.

3 FIGURE 2 CSUN PARKING AND ACCESS COMPONENTS

Demand Reduction Program

The CSUN Master Plan includes a demand reduction program with the intent to reduce peak parking demands and peak hour trips generated by the campus. The demand reduction program will consist of physical and operational measures to encourage the use of alternative travel modes and/or to shift activities away from peak demand periods.

As part of the demand reduction program, the Master Plan includes implementation of the following transit improvements on or immediately adjacent to the campus:

• Expansion of the on-campus tram system. The current tram operates between the University Park student housing just south of Lassen Street and the campus core, terminating near the University Student Union (USU). The expanded tram system would be a second route operating as a loop on East University Drive (Lindley Avenue), North University Drive, West University Drive (Etiwanda Avenue), and the parking lot along the north side of Nordhoff Street between East and West University Drives.

• Construction of a transit center on campus at the northeast corner of Darby Avenue and Prairie Street. The transit center would serve bus routes operated by the Los Angeles County Metropolitan Transportation Authority (MTA) that would travel to the transit center via either Prairie Street from Reseda Boulevard or via Darby Avenue from Nordhoff Street. The transit center would serve as a connection point between the public bus system, the expanded on-campus tram system, and the CSUN Metrolink shuttle.

• Provision of a Metro Rapid bus stop on Nordhoff Street at Lindley Avenue immediately adjacent to the campus. The MTA is planning to implement Metro Rapid bus service on a route that includes Reseda Boulevard from Ventura Boulevard to Nordhoff Street, Nordhoff Street east of Reseda Boulevard past the CSUN campus to Woodley Avenue, and eventually via Sepulveda Boulevard, Brand Boulevard and San Fernando Road to the Sylmar Metrolink station. This service is currently programmed for implementation in 2006.

In addition, the Master Plan includes construction of up to 2,500 additional student beds in on- campus student housing, as well as approximately 650 on-campus faculty/staff housing units. This would result in a reduction in commute trips to/from the campus.

Finally, CSUN would implement various other transportation demand management measures to support the planned physical improvements and encourage changes in behavior by students and faculty/staff. A sampling of measures that could be implemented includes the following:

• Trip reduction program marketing, recruitment, and incentives • Various on-site services and amenities (e.g., cafeteria/lunch room, vending machines, ATM, day care center, student store, showers, bike racks, proposed neighborhood retail serving proposed faculty/staff housing on north campus) • Transit display rack • On-site sale of transit passes • Transit passes provided at discounted rates (CSUN currently promotes use of public transit through a 60% public transit subsidy available to all faculty, all staff, and student assistants; program could potentially be expanded to students) • Transit “eco-pass” whereby transit trips are made free to students and faculty/staff with a CSUN id, with CSUN reimbursing the transit agency at an agreed-upon rate • Bicycle program (e.g., bike racks, shower access, secure bicycle storage) • Carpool/vanpool preferential parking spaces for employees and students • Rideshare matching service for employees and students • Vanpool support (CSUN currently promotes vanpooling by faculty and staff through the offering of a subsidy to vanpool participants) • Guaranteed emergency ride program (CSUN currently offers such a program to registered public transit users and participants in CSUN’s vanpool program) • Personalized commute assistance offered by on-site employee transportation coordinator • Compressed work week • Changes in staff shift hours to spread commute demands over a longer period • Increased distance learning, on-line classes, and/or hybrid classes (with fewer on- campus class hours) • Changes in class scheduling to reduce demands during the peak parking demand periods (typically Tuesday, Wednesday and Thursday mornings) and to make more efficient use of the parking system during periods of lower demands (e.g., afternoons, Fridays) • Modified parking rates (e.g., reduced parking fees for carpool drivers, raised parking fees for solo drivers, permits that allow parking for a reduced number of days in a month for persons using alternative modes but needing the flexibility to drive to the campus on certain days) • Parking “cash-out”

As implementation of the Master Plan proceeds, the precise combination and nature of the measures to be implemented will be determined. The measures listed above represent a “toolbox” of potential measures; not all of the measures listed above may be implemented. The Master Plan will also include a monitoring program to evaluate parking utilization, transit ridership, and average vehicle ridership (AVR) on a periodic basis to determine the extent to which the desired demand reduction is being achieved.

STUDY SCOPE

The scope of work for this study was developed in conjunction with the City of Los Angeles. The base assumptions, technical methodologies, and geographic coverage of the study were all identified as part of the study approach. The study, which analyzed the potential project- generated traffic impacts on the street system, assumed buildout of the proposed master plan by the year 2035. The potential impacts of the proposed project were determined for year 2035 conditions and include an analysis of the following traffic scenarios:

• Existing Conditions - The analysis of existing traffic conditions provides a basis for the remainder of the study. The existing conditions analysis includes an assessment of streets, traffic volumes, and operating conditions.

• Cumulative Base Conditions - Future traffic conditions are projected for the year 2035 without the proposed project. The objective of this phase of analysis is to project future traffic growth and operating conditions that could be expected to result from growth in the vicinity of the project site by the year 2035.

• Cumulative plus Project - This is an analysis of future traffic conditions with the traffic expected from the proposed project added to the cumulative base traffic forecasts. The impacts of the proposed project on future traffic operating conditions can then be identified.

The following 46 intersections were analyzed for the scenarios described above:

1. Amigo Avenue/SR-118 westbound ramps and Rinaldi Street 2. Reseda Boulevard and Rinaldi Street 3. Reseda Boulevard and SR-118 eastbound ramps 4. Balboa Boulevard and SR-118 westbound ramps 5. Balboa Boulevard and SR-118 eastbound ramps 6. Reseda Boulevard and Chatsworth Street 7. Zelzah Avenue and Chatsworth Street 8. Balboa Boulevard and Chatsworth Street 9. Reseda Boulevard and Devonshire Street 10. Lindley Avenue and Devonshire Street 11. Zelzah Avenue and Devonshire Street 12. Balboa Boulevard and Devonshire Street 13. Woodley Avenue and Devonshire Street 14. I-405 southbound ramps/Blucher Avenue and Devonshire Street 15. I-405 northbound ramps and Devonshire Street 16. Tampa Avenue and Lassen Street 17. Wilbur Avenue and Lassen Street

18. Reseda Boulevard and Lassen Street 19. Lindley Avenue and Lassen Street 20. Zelzah Avenue and Lassen Street 21. Balboa Boulevard and Lassen Street 22. Tampa Avenue and Plummer Street 23. Wilbur Avenue and Plummer Street 24. Reseda Boulevard and Plummer Street 25. Zelzah Avenue and Plummer Street 26. White Oak Avenue and Plummer Street 27. Balboa Boulevard and Plummer Street 28. Reseda Boulevard and Prairie Street 29. Zelzah Avenue and Prairie Street 30. White Oak Avenue and Prairie Street 31. Tampa Avenue and Nordhoff Street 32. Wilbur Avenue and Nordhoff Street 33. Reseda Boulevard and Nordhoff Street 34. Darby Avenue and Nordhoff Street 35. West University Drive/Etiwanda Avenue and Nordhoff Street 36. East University Drive/Lindley Avenue and Nordhoff Street 37. Zelzah Avenue and Nordhoff Street 38. White Oak Avenue and Nordhoff Street 39. Balboa Boulevard and Nordhoff Street 40. Woodley Avenue and Nordhoff Street 41. I-405 southbound ramps and Nordhoff Street 42. I-405 northbound ramps and Nordhoff Street 43. Reseda Boulevard and Parthenia Street 44. Lindley Avenue and Parthenia Street 45. Reseda Boulevard and Roscoe Boulevard 46. Lindley Avenue and Roscoe Boulevard

The potential for neighborhood traffic impacts was analyzed for the following eight neighborhood street segments in the vicinity of the CSUN campus:

1. Prairie Street west of Reseda Boulevard 2. Vincennes Street west of Darby Avenue 3. Dearborn Street west of Darby Avenue 4. Prairie Street west of Darby Avenue 5. West University Drive/Etiwanda Avenue north of Halsted Street 6. West University Drive/Etiwanda Avenue south of Nordhoff Street 7. Zelzah Avenue south of Nordhoff Street 8. Prairie Street east of Zelzah Avenue

The locations of the 46 analyzed intersections and eight analyzed neighborhood street segments are illustrated in Figure 3.

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The study also evaluated the adequacy of the proposed future on-campus parking supply to accommodate projected campus parking demands.

Finally, the study included an analysis of potential project impacts on the regional highway and transit systems in accordance with requirements of the Los Angeles County Congestion Management Program (CMP).

ORGANIZATION OF REPORT

This report is divided into eight chapters. Chapter II describes the existing circulation system, traffic volumes, and traffic conditions within the study area. The methodologies used to forecast future traffic volumes are described and applied in Chapter III. Chapter IV presents an assessment of potential traffic impacts at the study intersections for the cumulative plus project scenario and discusses traffic mitigation measures. Chapter V presents an assessment of the potential traffic impacts at neighborhood street segments for the cumulative plus project scenario and discusses traffic mitigation measures. Chapter VI presents the regional Congestion Management Plan analysis. Chapter VII provides analysis of parking for the project. Chapter VIII summarizes the analyses and study conclusions. Details of the technical analysis are included in the appendices.

II. EXISTING CONDITIONS

A comprehensive data collection effort was undertaken to develop a detailed description of existing conditions within the study area. The assessment of conditions relevant to this study includes an inventory of the street system, traffic volumes on these facilities, and operating conditions at key intersections.

EXISTING STREET SYSTEM

Primary regional access to the study area is provided by the Ronald Reagan Freeway (SR-118), which runs generally in an east/west direction approximately two miles north of the CSUN campus, and the San Diego Freeway (I-405), which runs in a north/south direction approximately three miles east of the campus. Nordhoff Street, Lassen Street, Devonshire Street, Reseda Boulevard, Zelzah Avenue, Plummer Street and Balboa Boulevard provide area access to the project site. Local access and circulation is provided by Lindley Avenue, Prairie Street, Vincennes Street, and Dearborn Street.

A summary of the characteristics of each of the roadways is included in Table 1. Diagrams of the existing lane configurations at the analyzed intersections are contained in Appendix A.

EXISTING TRAFFIC VOLUMES AND LEVELS OF SERVICE

The following sections discuss the methodology utilized to analyzed the intersection traffic conditions and present the intersection peak hour traffic volumes and the resulting level of service at each of the study intersections under existing conditions.

11 TABLE 1 EXISTING SURFACE STREET CHARACTERISTICS

LANE MEDIAN PARKING RESTRICTIONS SPEED SEGMENT FROM TO NB/EB SB/WB TYPE NB/EB SB/WB LIMIT SAN FERNANDO RESEDA BLVD CELTIC DR 2 2 DY PA PA 40 MISSION BLVD CELTIC DR CHATSWORTH ST 2 2 2LT PA PA 40 CHATSWORTH ST HIAWATHA ST 2 2 2LT PA PA 40 HIAWATHA ST DEVONSHIRE ST 2 3 2LT NSAT NSAT 40 DEVONSHIRE ST MAYALL ST 3 3 DY NSAT, PA NSAT 40 MAYALL ST LASSEN ST 2 2 2LT PA PA 40 LASSEN ST KINZIE ST 2 2 DY PA NPAT 25 KINZIE ST SUPERIOR ST 2 2 DY PA PA 35 SUPERIOR ST PLUMMER ST 2 2 2LT PA PA 2 HR 8A-6P 35 PLUMMER ST VINCENNES ST 2 2 DY 1 HR 8A-6P 1 HR 8A-6P 35 VINCENNES ST PRAIRIE ST 2 2 DY 2 HR 8A-6P 2 HR 8A-6P 35 PRAIRIE ST DEARBORN ST 2 2 DY 1 HR 8A-6P 1 HR 8A-6P 35 DEARBORN ST NORDHOFF ST 2 2 2LT NSAT NSAT 35 NORDHOFF ST RAYEN ST 2 2 2LT NSAT, 2 HR 8A-6P 15 MIN 8A-6P, 2 HR 8A-6P 35 RAYEN ST GRESHAM ST 3 2 2LT 1 HR 8A-6P 1 HR 8A-6P 35 GRESHAM ST PARTHENIA ST 2 2 RM NSAT NSAT 35 PARTHENIA ST BRYANT ST 2 2 RM PA PA 35 BRYANT ST MALDEN ST 2 2 RM 2 HR 8A-6P 2 HR 8A-6P 35 MALDEN ST CHASE ST 2 2 2LT 2 HR 8A-6P 2 HR 8A-6P 35 CHASE ST ROSCOE BLVD 2 2 2LT 2 HR 8A-6P 2 HR 8A-6P 36 LINDLEY AVE ROSCOE BLVD SCHOENBORN ST 2 3 2LT PA RZ 25 SCHOENBORN ST CHASE ST 2 2 DY NP 7A-5P SCHOOL DAYS PA 25 CHASE ST PARTHENIA ST 2 2 DY PA PA 35 PARTHENIA ST RAYEN ST 2 2 2LT PA PA 35 RAYEN ST SUNBURST ST 2 2 DY 1 HR 8A-6P 1 HR 8A-6P 35 SUNBURST ST NORDHOFF ST 2 2 DY 1 HR 8A-6P 1 HR 8A-6P 35 E. UNIVERSITY DR NORDHOFF ST N. UNIVERSITY DR 1 1 RM NPAT, RZ NPAT, RZ 15 LINDLEY AVE DEVONSHIRE ST LEMARSH ST 1 1 2LT PA PA 30 LEMARSH ST LASSEN ST 1 1 2LT NPAT NPAT 30 LASSEN ST HALSTED 1 1 SDY PA CSUN PERMIT REQD NPAT 30 ZELZAH AVE RINALDI ST MID 2 1 DY NSAT NSAT 35 MID SIMONDS ST 1 1 SDY NPAT NPAT 30 SAN FERNANDO SIMONDS ST 1 1 DY NPAT NPAT 35 MISSION BLVD SAN FERNANDO 25 MISSION BLVD LUDLOW ST 1 1 DY NSAT NSAT LUDLOW ST TRIBUNE ST 1 1 DY NSAT NSAT 35 TRIBUNE ST ALIMOS ST 1 1 2LT NSAT NSAT 35 ALIMOS ST CHATSWORTH ST 2 1 2LT NSAT NSAT 35 CHATSWORTH ST KINGSBURY ST 2 2 DY 2 HR 8A-6P NSAT 35 KINGSBURY ST SAN JOSE ST 2 2 2LT NP 7A-5P SCHOOL DAYS, PA NP 7A-5P SCHOOL DAYS 35 SAN JOSE ST DEVONSHIRE ST 2 2 2LT PA PA 35 DEVONSHIRE ST ROMAR ST 2 2 DY PA, 2 HR 8A-6P PA 35 ROMAR ST LASSEN ST 2 2 DY PA PA 35 LASSEN ST KINZIE ST 2 2 2LT PA PA 25 KINZIE ST PLUMMER ST 2 2 2LT PA NP 7A-5P SCHOOL DAYS, PA 35 PLUMMER ST PRAIRIE ST 2 2 2LT PA PA 35 PRAIRIE ST NORDHOFF ST 2 2 2LT NSAT PA 35 NORDHOFF ST PARTHENIA ST 1 1 SDY 2 HR 8A-6P 2 HR 8A-6P 25 WHITE OAK AVE PARTHENIA ST RAYEN ST 1 1 UD PA PA 25 RAYEN ST NORDHOFF ST 1 1 RM PA PA 25 NORDHOFF ST PRAIRIE ST 2 2 2LT PA 1 HR 8A-6P PA 1 HR 8A-6P 25 PRAIRIE ST VINCENNES ST 1 2 DY PA 1 HR 8A-6P PA 1 HR 8A-6P 25 VINCENNES ST GLEDHILL ST 1 2 DY PA PA 1 HR 8A-6P 25 GLEDHILL ST PLUMMER ST 1 2 DY PA 1 HR 8A-6P PA 1 HR 8A-6P 15 PLUMMER ST HALSTED ST 1 1 UD 2 HR 8A-6P 2 HR 8A-6P, NPAT 15 HALSTED ST SUPERIOR ST 1 1 UD NP 8A-6P NP 8A-6P 15 SUPERIOR ST KINZIE ST 1 1 UD 2 HR 8A-6P, NPAT 2 HR 8A-6P, NPAT 15 KINZIE ST LASSEN ST 1 1 UD NPAT NPAT 15 BALBOA BLVD PARTHENIA ST RAYEN ST 3 3 2LT NS 3-7PM NS 7-9A 35 RAYEN ST NORDHOFF ST 3 3 2LT NSAT NSAT 35 NORDHOFF ST PRAIRIE ST 3 3 DY NSAT, NS 3-7P NSAT 35 PRAIRIE ST PLUMMER ST 3 3 DY NS 3-7PM NSAT 35 PLUMMER ST CITRONIA ST 3 3 DY NS 3-7PM NS 7-9A 35 CITRONIA ST LASSEN ST 3 3 DY NSAT NS 9A-5P SCHOOL DAYS 35 LASSEN ST MAYALL ST 3 3 DY NS 3-7PM NS 7-9A 35 MAYALL ST DEVONSHIRE ST 3 3 DY NSAT NS 7-9A 35 DEVONSHIRE ST SAN JOSE ST 3 3 DY NSAT NSAT 35 SAN JOSE ST CHATSWORTH ST 3 3 2LT NS 3-7PM NS 7-9A 35 SAN FERNANDO CHATSWORTH ST 3 3 2LT NS 3-7PM, NSAT NS 7-9A, NSAT 35 MISSION BLVD SAN FERNANDO RINALDI ST 3 3 2LT NSAT, NS 3-7P NSAT, NS 7-9A 35 MISSION BLVD WOODLEY AVE RINALDI ST INDEX ST 2 2 DY NP 8A-10A NP 8A-10A, 10P-5A 25 SAN FERNANDO INDEX ST 2 2 2LT NP 8A-10A NP 8A-10A 35 MISSION BLVD SAN FERNANDO TULSA ST 2 2 2LT PA PA 35 MISSION BLVD TULSA ST SAN JOSE ST 2 2 2LT NP 8A-10A NP 8A-10A 35 SAN JOSE ST DEVONSHIRE ST 2 2 DY PA PA 35 DEVONSHIRE ST MAYALL ST 2 2 DY PA 2 HR 8A-6P, PA 35 MAYALL ST LASSEN ST 2 2 DY PA PA 25 LASSEN ST KINZIE ST 2 2 DY PA 1 HR 8A-6P 25 KINZIE ST NORDHOFF ST 2 2 DY PA PA 35 ROSCOE BLVD BALBOA AVE ETIWANDA AVE 3 3 DY NS 7A-9A, 4P-7P NS 4P-7P 35 ETIWANDA AVE DARBY AVE 3 3 DY NS 7A-9A, 4P-7P NS 4P-7P 25 DARBY AVE RESEDA BLVD 3 3 DY NSAT NSAT 35 RESEDA BLVD YOLANDA AVE 3 3 DY NS 7A-9A, 4P-7P NS 4P-7P 35 YOLANDA AVE WILBUR AVE 2 2 2LT NS 7A-9A, 4P-7P NS 4P-7P 35 PARTHENIA ST TAMPA AVE WILBUR AVE 2 2 DY PA NSAT 35 WILBUR AVE AMIGO AVE 2 2 DY 2 HR 8A-6P 2 HR 8A-6P 35 AMIGO AVE RESEDA BLVD 2 2 DY PA PA 35 RESEDA BLVD ETIWANDA AVE 2 2 RM PA PA 40 ETIWANDA AVE LINDLEY AVE 2 2 2LT PA PA 40 LINDLEY AVE LOUISE AVE 2 2 DY PA PA 40 LOUISE AVE BALBOA BLVD 2 2 DY NSAT NSAT 40 TABLE 1 (cont.) EXISTING SURFACE STREET CHARACTERISTICS

LANE MEDIAN PARKING RESTRICTIONS SPEED SEGMENT FROM TO NB/EB SB/WB TYPE NB/EB SB/WB LIMIT NORDHOFF ST ORION AVE 405 FWY 2 2 DY NSAT NSAT 40 405 FWY WOODLEY AVE 3 3 2LT NS 7A-9A NS 7-9, 4-7 40 WOODLEY AVE AMESTOY AVE 3 3 DY NS 7A-9A NS 7-9, 4-7 40 AMESTOY AVE WHITE OAK AVE 3 3 DY NS 7A-9A NS 7-9, 4:30-7P 40 WHITE OAK AVE ZELZAH AVE 3 3 2LT NS 7A-7P NS 7-9, 4:30-7P 40 ZELZAH AVE LINDLEY AVE 3 3 2LT NS 7-9, 4:30-7P NS 7-9, 4:30-7P 40 LINDLEY AVE RESEDA BLVD 3 3 2LT NSAT, NS 7-9, 4:30-7P NSAT 40 RESEDA BLVD YOLANDA AVE 3 3 2LT NS 7A-9A NSAT, NS 4-7P 40 YOLANDA AVE VANALDEN AVE 3 3 2LT NS 7-9A NS 4-7 40 VANALDEN AVE TAMPA AVE 3 3 2LT NSAT NS 4-7 40 TAMPA AVE SHIRLEY AVE 2 2 2LT NSAT NSAT 40 SHIRLEY AVE CORBIN AVE 2 2 2LT PA PA 40 PLUMMER ST CORBIN AVE TAMPA AVE 2 2 2LT NSAT NSAT 40 TAMPA AVE VANALDEN AVE 2 2 2LT NSAT NSAT 35 VANALDEN WILBUR AVE 2 2 2LT PA, NSAT NSAT 35 WILBUR AVE RESEDA BLVD 2 2 DY PA PA 35 RESEDA BLVD DARBY AVE 1 1 DY 2 HR 8A-6P 2 HR 8A-6P 30 DARBY AVE ETIWANDA AVE 1 1 UD NPAT NPAT 30 ETIWANDA AVE E. UNIVERSITY DR 1 1 SDY RZ, NSAT RZ,NSAT 15 ETIWANDA AVE PARTHENIA ST OSBORNE ST 1 1 UD PA PA 15 OSBORNE ST SUNBURST ST 1 1 UD 2 HR 8A-6P BY PERMIT ONLY 2 HR 8A-6P BY PERMIT ONLY 15 SUNBURST ST NORDHOFF ST 1 1 UD 1 HR 8A-6P NPAT 15 ETIWANDA AVE / VINTAGE ST LASSEN ST 1 1 UD PA PA 15 W. UNIVERSITY DR LASSEN ST SUPERIOR ST 1 1 UD NP 8A-6P NP 8A-6P 15 SUPERIOR ST PLUMMER ST 1 1 UD NP7A-8P NP7A-8P 15 PLUMMER ST NORDHOFF ST 1 1 RM NSAT, RZ NSAT, RZ 15 (UNDER CONSTRUCTION) DEARBORN ST RESEDA BLVD YOLANDA AVE 1 1 UD PA I HR 8A-6P 15 RESEDA BLVD DARBY AVE 1 1 UD PA PA 15 PRAIRIE ST UNIVERSITY DR DARBY AVE 2 1 DY NSAT NSAT 15 DARBY AVE RESEDA BLVD 1 1 DY PA 2 HR 8A-6P 15 RESEDA BLVD YOLANDA AVE 1 1 UD 1 HR 8A-6P 1 HR 8A-6P 15 YOLANDA AVE WILBUR AVE 1 1 UD PA PA 15 PRAIRIE ST ZELZAH AVE BALCOM AVE 1 1 DY NPAT 1 HR 8A-6P 15 BALCOM AVE WHITE OAK AVE 1 1 UD 1 HR 8A-6P 1 HR 8A-6P 15 WHITE OAK AVE ENCINO AVE 1 1 UD NPAT 1 HR 8A-6P 15 ENCINO AVE WISH AVE 1 1 UD PA PA 15 WISH AVE AMESTOY AVE 1 1 UD 15 MIN 7A-5P SCHOOL DAYS PA 15 6:30-9A, 1:30-4P, LOADING AMESTOY AVE PASO ROBLES AVE 1 1 SDY PA ONLY; 2 HR 9A-1:30 P SCHOOL 15 DAYS PASO ROBLES AVE BALBOA BLVD 1 1 SDY PA PA 15 VINCENNES ST UNIVERSITY DR DARBY AVE 1 1 DY NPAT NPAT 15 DARBY AVE RESEDA BLVD 1 1 UD PA PA 15 RESEDA BLVD BAIRD AVE 1 1 UD PA 1 HR 8A-6P 15 BAIRD AVE YOLANDA AVE 1 1 UD PA PA 15 WILBUR AVE NORDHOFF ST PLUMMER ST 2 2 DY PA PA 40 PLUMMER ST LASSEN ST 2 2 2LT NSAT, PA PA 40 LASSEN ST DEVONSHIRE ST 2 2 2LT PA PA 40 TAMPA AVE DEVONSHIRE ST MAYALL ST 3 3 2LT NSAT NSAT 40 MAYALL ST LASSEN ST 3 3 2LT NSAT NSAT 25 LASSEN ST PARTHENIA ST 3 3 2LT NSAT NSAT 40 LASSEN ST SEPULVEDA BLVD HASKELL AVE 2 2 DY PA PA 35 HASKELL AVE WOODLEY AVE 2 2 2LT PA PA 35 WOODLEY AVE GOTHIC AVE 2 2 DY PA PA 25 GOTHIC AVE ZELZAH AVE 2 2 DY PA PA 35 ZELZAH AVE LINDLEY AVE 2 2 DY NPAT NPAT 35 LINDLEY AVE RESEDA BLVD 2 2 DY PA PA 35 RESEDA BLVD WILBUR AVE 2 2 2LT PA NSAT 35 2 HR 6:30-9A, 1:30-4P LOADING WILBUR AVE TAMPA AVE 2 2 2LT NSAT ONLY; 2 HR 9A-1:30P SCHOOL 35 DAYS TAMPA AVE CORBIN AVE 2 2 2LT NSAT NSAT 35 DEVONSHIRE ST WILBUR AVE RESEDA BLVD 2 2 2LT PA, NSAT NSAT 40 RESEDA BLVD ETIWANDA AVE 2 2 2LT PA PA 40 ETIWANDA AVE LINDLEY AVE 2 2 2LT NPAT PA 40 LINDLEY AVE WHITE OAK AVE 2 2 2LT NSAT PA 40 WHITE OAK AVE AMESTOY AVE 2 2 2LT PA PA 40 AMESTOY AVE BALBOA BLVD 2 2 2LT NSAT NSAT 40 BALBOA BLVD PETIT AVE 3 3 2LT PA PA 40 PETIT AVE WOODLEY AVE 2 2 2LT PA PA 40 WOODLEY AVE BLUCHER ST 2 2 2LT NS 7-9A NS 4-6P 40 BLUCHER ST 405 UNDERPASS 3 3 2LT NSAT NSAT 40 405 UNDERPASS SEPULVEDA BLVD 3 3 2LT 2 HR 8A-6P, 30 MIN 8A-6P NSAT 40 CHATSWORTH ST SEPULVEDA BLVD ORION AVE 2 2 2LT 2 HR 8A-6P, PA 2 HR 8A-6P, NSAT 35 ORION AVE HASKELL AVE 2 2 2LT NSAT NSAT 35 HASKELL AVE WOODLEY AVE 2 2 2LT PA PA 25 WOODLEY AVE HAVENHURST AVE 2 2 2LT PA PA 35 HAVENHURST AVE BALBOA BLVD 2 2 2LT PA NSAT, PA 35 BALBOA BLVD AMESTOY AVE 2 2 2LT NPAT 1 HR 8A-6P 35 AMESTOY AVE ENCINO AVE 2 2 2LT PA PA 35 ENCINO AVE ZELZAH AVE 2 2 2LT 2 HR 8A-6P 2 HR 8A-6P 35 ZELZAH AVE LINDLEY AVE 2 2 2LT NPAT NPAT 35 LINDLEY AVE ETIWANDA AVE 2 2 2LT PA PA 35 ETIWANDA AVE RESEDA BLVD 2 2 DY PA PA 35 RESEDA BLVD WILBUR AVE 2 2 2LT PA PA 35 WILBUR AVE VANALDEN AVE 2 2 DY NO SIGNS NO SIGNS 40 VANALDEN TAMPA AVE 2 2 DY NSAT NSAT 40

Notes: MEDIAN TYPE: DY = Double Yellow Centerline PARKING: PA = Parking Allowed SDY = Single Dashed Yellow Centerline NSAT = No Stopping Anytime 2LT = Dual Left Turn Centerline GZ = Green zone - Passenger loading and unloading RM = Raised Median RZ = Red zone - No parking allowed UD = Undivided Lane LANES: # = Number of lanes

Existing Traffic Volumes

Weekday morning and evening peak hour traffic counts were conducted at the analyzed intersections in September 2004 and March 2005. The traffic counts were conducted on Tuesdays, Wednesday and Thursdays, the days with the highest levels of activity on the CSUN campus, during non-holiday weeks in order to represent a typical travel pattern in the vicinity. Likewise, traffic count dates were chosen in early to middle CSUN fall and spring semesters to represent a typical travel pattern for campus activities.

Of the 46, seven intersections were counted in September 2004. Traffic counts at these locations were factored by 1% to represent 2005 conditions. Figure 4 illustrates the turning movement counts, representing the existing (2005) traffic volumes. Appendix B contains the original traffic count data.

Level of Service Methodology

Level of service (LOS) is a qualitative measure used to describe the traffic flow conditions, ranging from excellent to overloaded conditions. The range of conditions is expressed by letters from A to F. LOS D is typically recognized as the minimum acceptable LOS in urban areas such as the City of Los Angeles.

There are a variety of standard methodologies to analyze LOS. In accordance with requirements of the LADOT Traffic Study Policies and Procedures, revised March 2002, this study utilized the “Critical Movement Analysis (CMA) - Planning” (Transportation Research Board, 1980) method of intersection capacity calculation to analyze signalized intersections. The CMA methodology determines the intersection volume-to-capacity (V/C) ratio. The ratio is then used to determine the corresponding LOS based on the definitions in Table 2.

Forty-three of the 46 analyzed intersections are controlled by traffic signals. The remaining three intersections (White Oak Avenue & Plummer Street, White Oak & Prairie Street and Darby Avenue & Nordhoff Street) are unsignalized and controlled by stop signs. The intersections of

14 XX(XX)AM(PM)= peakhour traffic volumes (roundedto the nearest fivevehicles) Legend: * = Negligiblevolume= .AMIGO AV/SR-118RAMPS WB 1. 1,065(1, 1,005(1, 17. WILBUR AV WILBUR 17. 13. WOODLEY AV WOODLEY 13. 9. RESEDA BL RESEDA 9. .BALBOA BL 5. 705(1,665) 875(1,175) 310(270) 275(745) 125(285) EXISTING(2005) PEAKHOUR TRAFFIC VOLUMES 55(115) 105(50) 50(150) 90(145) SR-118 EB RAMPS 10(10) 20(25) 85(85) EOSIES DEVONSHIRE ST DEVONSHIRE ST DEVONSHIRE ST 245) 455) LASSEN ST LASSEN 130(55) 80(50) 195(135) RINALDI ST 50(25) 850(415) 1,075(430) 985(1,050) 485(285) 15(10) 120(70) 145(105) 185(190) 1,630(1,320) 45(15)

85(65) 55(125) 130(285) 735(1,510) 270(310)

325(775) 170(75) 1,185(795) 75(80) 460(870) 140(110) 1,815(1, 80(105) 730(1,170) 190(215) 1,220(835) 120(185) 665(605) 20(85) 460(385) 1,180(550) 15(20) 125(110) 95(140) 115(210) 865(925) 080) 14. I-405 SB RAMPS/BLUCHER AV RAMPS/BLUCHER I-405 SB 14. 1,775(1, 1,040(1, 1,320(1, 18. RESEDA BL RESEDA 18. 10. LINDLEY AV LINDLEY 10. 6. RESEDA BL RESEDA 6. 2. RESEDA BL RESEDA 2. 990(1,115) 545(1,370) 115(110) 515(945) 100(110) 65(100) 115(55) 65(100) 50(120) CHATSWORTH ST 45(65) DEVONSHIRE ST 660) 280) 260) *(*) LASSEN ST LASSEN 70(95) 635(275) 135(120) 125(60) RINALDI ST 65(40) 1,200(1,095) 110(*) 150(115) 1,270(1,220) 505(230) 105(95) 280(165) 95(45) 115(130) 225(95)

100(90) 5(20) 25(120) 45(55) 295(450) 145(90) 850(495) 110(135) 180(115) 1,295(490) 130(75) 825(1,400) 145(90) 1,175(770) 65(130) *(*) 1,670(1, 145(160) 85(160) 295(110) 1,450(935) 65(65) 880(1,205) 105(190) FIGURE 4 40(230) 70(275) 115(255) 135(235) 225) 1,560(1, 19. LINDLEY AV LINDLEY 19. 5 I-405RAMPS NB 15. 11. ZELZAH AV ZELZAH 11. .ZELZAH AV 7. 3. RESEDA BL RESEDA 3. 610(1,015) 945(1,410) 495(1,520) 155(110) 425(245) 250(140) 180(170) 65(155) 90(140) 70(110) 100(60) SR-118 EB RAMPS CHATSWORTH ST 20(25) DEVONSHIRE ST DEVONSHIRE ST 380) *(*)

LASSEN ST LASSEN 90(120) 160(130) 80(75) 165(70) 625(510) 595(415) 1,140(1,155) 55(55) 110(100) 60(120) 535(295)

10(30) 495(295) 75(105) 135(160) 430(795) 150(145) 580(385) 45(75) 25(100) 230(165) 995(730) 130(285) *(5) 1,315(1, 165(70) 480(635) 210(90) 1,545(845) 195(140) 185(360) 645(1,085) 85(220) 215(305) 105(165) 250(240) 115) 1,005(1, 0 ZELZAH AV 20. 16. TAMPA AV TAMPA 16. 2 BALBOA BL 12. .BALBOA BL 8. .BALBOA BL 4. 685(1,535) 885(1,310) 600(830) 270(335) 185(315) 205(200) 175(300) 130(175) 40(185) 95(140) SR-118 WB RAMPS CHATSWORTH ST 90(50) DEVONSHIRE ST 215) LASSEN ST LASSEN 135(120) ST LASSEN 135(55) 270(235) 305(210) 600(490) 1,530(1,235) 1,285(890) 1,555(1,120) 900(360) 60(75) 110(90) 145(220) 45(65) 1,470(965)

185(240) 85(55) 175(190) 55(80) 255(290) 130(90) 650(405) 55(70) 645(645) *(*) 385(455) 260(710) 125(75) 1,170(745) 30(95) 865(1,490) 135(140) 1,090(720) 285(135) 740(1,365) 220(235) 1,455(925) 115(205) 900(1,605) 780(1,965) 40(100) 100(195) 140(150) 75(95) XX(XX)AM(PM)= peakhour traffic volumes (roundedto the nearest fivevehicles) Legend: * = Negligiblevolume= 33. RESEDA BL RESEDA 33. 5 ZELZAH AV 25. 1 BALBOA BL 21. 9 ZELZAH AV 29. 7 ZELZAH AV 37. 845(1,160) 990(1,110) 650(1,775) EXISTING(2005) PEAKHOUR TRAFFIC VOLUMES 155(145) 170(205) 255(120) 125(190) 365(510) 45(180) 40(175) 10(25) 10(15) NORDHOFF ST NORDHOFF ST PLUMMER ST PRAIRIE ST 760(590) 80(195) ST LASSEN 155(150) 60(110) 835(1,015) 1,005(770) 1,035(710) 1,580(905) 70(185) 305(520) 15(40) 235(250) 80(95)

15(5) 145(200) 480(740) 460(945) 105(135) 150(65) 1,210(635) 75(115) 100(225) 35(25) 1,815(1, 350(135) 660(960) 265(265) 1,305(1, 195(360) 10(15) 15(15) 15(25) 85(170) 745(245) 305(215) 815(1,425) 20(40) 140(170) 130(110) 175) 240) 26. WHITE OAK AV OAK WHITE 26. 34. DARBY AV DARBY 34. 22. TAMPA AV TAMPA 22. 30. WHITE OAK AV OAK WHITE 30. 38. WHITE OAK AV OAK WHITE 38. 840(1,845) 320(1,090) 965(1,750) 325(385) 245(140) 85(135) 65(410) 45(145) 10(40) 10(15) 20(25) 15(20) 10(20) ODOFS NORDHOFF ST NORDHOFF ST NORDHOFF ST 5(5) 5(*) FIGURE 4 (CONT.) PLUMMER ST PLUMMER ST

165(75) PRAIRIE ST 10(10) 75(30) 320(170) 30(15) 170(70) 75(45) 1,490(1,325) 15(25) 45(140) 5(5) 45(35) 100(90)

*(*) *(5) 10(10) 5(20) 60(80) 100(30) 930(380) 15(25) 210(115) 790(410) 55(55) *(15) 30(10) 2,215(1, 20(25) *(*) 30(10) 1,495(1, 835(305) 40(160) 25(15) 40(10) 10(10) 25(50) 860(1,175) 15(15) 10(35) *(15) 25(120) 90(120) 315) 485) 35. W UNIVERSITY DR/ETIWANDA AV DR/ETIWANDA UNIVERSITY W 35. 27. BALBOA BL BALBOA 27. 23. WILBUR AV WILBUR 23. 31. TAMPA AV TAMPA 31. 39. BALBOA BL BALBOA 39. 860(1,520) 810(1,780) 675(1,145) 595(540) 160(105) 425(830) 75(145) 105(45) 50(175) 75(165) 50(320) 95(40) 50(85) 5(25) NORDHOFF ST NORDHOFF ST PLUMMER ST 170(90) 30(100) 220(135) 245(70) PLUMMER ST 280(110) 1,610(825) 5(15) 1,390(1,115) 1,400(895) 665(355) 125(120) 60(265) 95(280) 90(85) 150(85)

135(190) 30(25) 140(170) 95(85) 90(50) 210(85) 995(430) 90(80) 15(15) 520(395) 55(65) 920(1,570) 205(115) 1,760(1, 85(100) 30(35) 20(40) 2,260(1, 820(1,215) 405(400) 1,265(905) 85(170) 800(1,525) 355(500) 150(210) 255(425) 150(205) 25(25) 065) 635) 1,065(1, 1,010(1, 28. RESEDA BL RESEDA 28. 36. LINDLEY AV LINDLEY 36. 24. RESEDA BL RESEDA 24. 32. WILBUR AV WILBUR 32. 40. WOODLEY AV WOODLEY 40. 705(1,690) 120(220) 145(215) 305(340) 195(235) 220(135) 180(310) 25(30) 50(45) 45(40) 55(90) 45(95) 85(95) 585) 635) NORDHOFF ST NORDHOFF ST NORDHOFF ST PLUMMER ST

110(70) 15(15) 260(195) PRAIRIE ST 30(25) 145(115) 1,345(470) 15(35) 200(130) 1,095(1,350) 1,125(1,145) 110(80) 15(50) 235(110) 45(50) 200(95)

115(160) 310(370) 45(70) 15(30) 105(125) 50(95) 25(35) 35(90) 40(160) 65(235) 40(280) 545(1,270) 190(90) 1,915(1, 50(100) 60(35) 485(415) 1,895(1, 120(55) 110(150) 10(20) 1,430(1, 135(215) 965(1,445) 810(1,360) 115(195) 335(480) 10(5) 80(55) 75(90) 365) 200) 335) XX(XX)AM(PM)= peakhour traffic volumes (roundedto the nearest fivevehicles) Legend: * = Negligiblevolume= 1,100(1, 1,140(1, 45. RESEDA BL RESEDA 45. I-405RAMPS SB 41. 160(210) 310(780) EXISTING(2005) PEAKHOUR TRAFFIC VOLUMES 85(130) 315) 305) NORDHOFF ST

ROSCOE BL ROSCOE 145(200) 830(880) 675(535) 160(195) 305(375)

150(185) 225(210) 1,625(1, 735(885) 115(105) 1,105(1, 130(200) 115(160) 330) 095) 1,010(1, 46. LINDLEY AV LINDLEY 46. I-405RAMPS NB 42. 980(1,190) 110(130) 120(135) 485(480) 305) NORDHOFF ST ROSCOE BL ROSCOE FIGURE 4 (CONT.) 95(85) 1,085(850) 160(145)

105(95) 585(705) 920(1,100) 130(105) 1,120(1, 160(270) *(*) 1,270(830) 440(250) 60(70) 140(435) 155) 1,070(1, 43. RESEDA BL RESEDA 43. 200(270) 115(150) PARTHENIA ST PARTHENIA 255) 355(250) 1,035(1,050) 85(100)

115(90) 795(1,155) 180(160) 1,195(885) 85(125) 195(230) 1,055(1, 44. LINDLEY AV LINDLEY 44. 170(150) 85(115) PARTHENIA ST PARTHENIA 315) 80(60) 1,205(800) 75(70)

125(160) 860(1,130) 175(130) 1,370(970) 65(80) 240(435) TABLE 2 LEVEL OF SERVICE DEFINITIONS FOR SIGNALIZED INTERSECTIONS

Intersection Capacity Level of Service Utilization Definition

A 0.000-0.600 EXCELLENT. No Vehicle waits longer than one red light and no approach phase is fully used.

B 0.610-0.700 VERY GOOD. An occasional approach phase is fully utilized; many drivers begin to feel somewhat restricted within groups of vehicles.

C 0.710-0.800 GOOD. Occasionally drivers may have to wait through more than one red light; backups may develop behind turning vehicles.

D 0.810-0.900 FAIR. Delays may be substantial during portions of the rush hours, but enough lower volume periods occur to permit clearing of developing lines, preventing excessive backups.

E 0.910-1.000 POOR. Represents the most vehicles intersection approaches can accommodate; may be long lines of waiting vehicles through several signal cycles.

F > 1.000 FAILURE. Backups from nearby locations or on cross streets may restrict or prevent movement of vehicles out of the intersection approaches. Tremendous delays with continuously increasing queue lengths

Source: Transportation Research Board.

White Oak Avenue & Plummer Street and Darby Avenue & Nordhoff Street are stop-controlled on the minor approaches. The White Oak & Prairie Street intersection is currently four-way stop controlled. The unsignalized intersections were analyzed using the “Unsignalized” and “4-Way Stop” methods from the 2000 Highway Capacity Manual (HCM). The HCM methodology determines the average vehicle delays to find the corresponding LOS based on the definitions in Table 3.

Thirteen of the 43 signalized study intersections are currently controlled by the City of Los Angeles’ Automated Traffic Surveillance and Control (ATSAC) system. In accordance with LADOT procedures, a capacity of 7% (0.07 V/C adjustment) was applied to reflect the benefits of ATSAC control at these intersections:

• Amigo Avenue/SR-118 westbound ramps & Rinaldi Street (int. #1) • Reseda Boulevard & Rinaldi Street (int. #2) • Reseda Boulevard & SR-118 eastbound ramps (int. #3) • Balboa Boulevard & SR-118 westbound ramps (int. #4) • Balboa Boulevard & SR-118 eastbound ramps (int. #5) • Balboa Boulevard & Chatsworth Street (int. #8) • Balboa Boulevard & Devonshire Street (int. #12) • Woodley Avenue & Devonshire Street (int. #13) • I-405 southbound ramps/Blucher Avenue & Devonshire Street (int. #14) • I-405 northbound ramps & Devonshire Street (int. #15) • Woodley Avenue & Nordhoff Street (int. #40) • I-405 southbound ramps & Nordhoff Street (int. #41) • I-405 northbound ramps & Nordhoff Street (int. #42)

Existing Levels of Service

Table 4 summarizes the existing weekday morning and evening peak hour V/C ratio or delay and the corresponding LOS for each of the 46 study intersections. The results of this analysis indicate that the following 19 signalized intersections are currently operating at LOS E or F during one or both of the morning and afternoon peak periods:

• Amigo Avenue/SR-118 westbound ramps & Rinaldi Street (int. #1) • Balboa Boulevard & SR-118 westbound ramps (int. #4) • Reseda Boulevard & Chatsworth Street (int. #6)

19 TABLE 3 LEVEL OF SERVICE DEFINITIONS FOR TWO-WAY STOP-CONTROLLED INTERSECTIONS

Average Total Delay Level of Service (seconds/vehicle)

A < 10

B > 10 and < 15

C > 15 and < 25

D > 25 and < 35

E > 35 and < 50

F > 50

Source: Transportation Research Board, Highway Capacity Manual 2000. TABLE 4 EXISTING INTERSECTION LEVELS OF SERVICE

Peak Existing Intersection Hour V/C or Delay LOS 1* Amigo Av / SR-118 WB Ramps & AM 0.759 C Rinaldi St PM 0.958 E

2* Reseda Bl & AM 0.599 A Rinaldi St PM 0.744 C

3* Reseda Bl & AM 0.536 A SR-118 EB Ramps PM 0.571 A

4* Balboa Bl & AM 0.982 E SR-118 WB Ramps PM 0.646 B

5* Balboa Bl & AM 0.504 A SR-118 EB Ramps PM 0.708 C

6 Reseda Bl & AM 0.881 D Chatsworth St PM 0.969 E

7 Zelzah Av & AM 0.617 B Chatsworth St PM 0.757 C

8* Balboa Bl & AM 0.841 D Chatsworth St PM 0.774 C

9 Reseda Bl & AM 0.871 D Devonshire St PM 0.921 E

10 Lindley Av & AM 0.755 C Devonshire St PM 0.635 B

11 Zelzah Av & AM 0.887 D Devonshire St PM 0.816 D

12* Balboa Bl & AM 0.941 E Devonshire St PM 0.971 E

13* Woodley Av & AM 1.021 F Devonshire St PM 0.739 C

14* I-405 SB Ramps / Blucher Av & AM 0.761 C Devonshire St PM 0.497 A

15* I-405 NB Ramps & AM 0.498 A Devonshire St PM 0.471 A

16 Tampa Av & AM 0.973 E Lassen St PM 0.981 E

17 Wilbur Av & AM 0.863 D Lassen St PM 0.895 D TABLE 4 EXISTING INTERSECTION LEVELS OF SERVICE

Peak Existing Intersection Hour V/C or Delay LOS

18 Reseda Bl & AM 1.069 F Lassen St PM 1.124 F

19 Lindley Av & AM 0.639 B Lassen St PM 0.895 D

20 Zelzah Av & AM 0.753 C Lassen St PM 0.992 E

21 Balboa Bl & AM 0.969 E Lassen St PM 0.859 D

22 Tampa Av & AM 0.817 D Plummer St PM 0.950 E

23 Wilbur Av & AM 0.600 A Plummer St PM 0.598 A

24 Reseda Bl & AM 0.671 B Plummer St PM 0.890 D

25 Zelzah Av & AM 0.620 B Plummer St PM 0.682 B

26 White Oak Av & AM ** F Plummer St [a] PM 26.0 D

27 Balboa Bl & AM 0.855 D Plummer St PM 0.696 B

28 Reseda Bl & AM 0.519 A Prairie St PM 0.739 C

29 Zelzah Av & AM 0.385 A Prairie St PM 0.420 A

30 White Oak Av & AM 8.0 A Prairie St [b] PM 8.0 A

31 Tampa Av & AM 0.803 D Nordhoff St PM 0.988 E

32 Wilbur Av & AM 0.633 B Nordhoff St PM 0.671 B

33 Reseda Bl & AM 0.796 C Nordhoff St PM 1.028 F

34 Darby Av & AM ** F Nordhoff St [a] PM ** F TABLE 4 EXISTING INTERSECTION LEVELS OF SERVICE

Peak Existing Intersection Hour V/C or Delay LOS

35 W University Dr / Etiwanda Av & AM 0.592 A Nordhoff St PM 0.592 A

36 E University Dr / Lindley Av & AM 0.728 C Nordhoff St PM 1.037 F

37 Zelzah Av & AM 0.811 D Nordhoff St PM 0.821 D

38 White Oak Av & AM 0.681 B Nordhoff St PM 0.491 A

39 Balboa Bl & AM 0.946 E Nordhoff St PM 0.914 E

40* Woodley Av & AM 0.984 E Nordhoff St PM 0.924 E

41* I-405 SB Ramps & AM 0.844 D Nordhoff St PM 0.881 D

42* I-405 NB Ramps & AM 0.652 B Nordhoff St PM 0.621 B

43 Reseda Bl & AM 1.071 F Parthenia St PM 1.119 F

44 Lindley Av & AM 1.047 F Parthenia St PM 1.146 F

45 Reseda Bl & AM 0.879 D Roscoe Bl PM 0.991 E

46 Lindley Av & AM 0.822 D Roscoe Bl PM 0.887 D

[b] Intersection is four-way stop controlled. Average vehicular delay in seconds per vehicle is reported rather than V/C ratio.

• Reseda Boulevard & Devonshire Street (int. #9) • Balboa Boulevard & Devonshire Street (int. #12) • Woodley Avenue & Devonshire Street (int. #13) • Tampa Avenue & Lassen Street (int. #16) • Reseda Boulevard & Lassen Street (int. #18) • Zelzah Avenue & Lassen Street (int. #20) • Balboa Boulevard & Lassen Street (int. #21) • Tampa Avenue & Plummer Street (int. #22) • Tampa Avenue & Nordhoff Street (int. #31) • Reseda Boulevard & Nordhoff Street (int. #33) • East University Drive/Lindley Avenue & Nordhoff Street (int. #36) • Balboa Boulevard & Nordhoff Street (int. #39) • Woodley Avenue & Nordhoff Street (int.#40) • Reseda Boulevard & Parthenia Street (int. #43) • Lindley Avenue & Parthenia Street (int. #44) • Reseda Boulevard & Roscoe Boulevard (int. #45)

Two of the three unsignalized study locations (White Oak Avenue & Plummer Street and Darby Avenue & Nordhoff Street) are currently operating at LOS F during one or both of the morning and afternoon peak periods. At White Oak Avenue & Plummer Street and Darby Avenue & Nordhoff Street, the minor approaches (i.e., at White Oak Avenue and Darby Avenue) are stop controlled. The level of service reported for these two-way stop-controlled locations are for the approaches with the control, while the traffic operation on the major approaches (Plummer Street and Nordhoff Street) is free flowing. The remaining unsignalized location at White Oak Avenue & Prairie Street (four-way stop controlled) is currently operating at LOS A during both peak periods.

BUS AND SHUTTLE SERVICES

Public Bus Routes and Stops

There are a total of eight public bus routes in the vicinity of the CSUN campus. The Metropolitan Transportation Authority (MTA) provides six of the eight routes. The Antelope Valley Transit and the Los Angeles Department of Transportation (LADOT) Commuter Express (CE) provide the two remaining routes.

Two of the eight routes run on Devonshire Street. There are also two routes that run on Nordhoff Street. The remaining routes run on Zelzah Avenue, Lassen Street, Reseda Boulevard, and Plummer Street. The locations of the bus stops and routes running in the vicinity of the CSUN campus are illustrated in Figure 5. The following are descriptions of the bus lines currently serving the study area:

• Line 158: This LACMTA line runs along Woodman Avenue from Ventura Boulevard to Devonshire Street via Branford Street and Arleta Avenue. It then travels along Devonshire Street past CSUN to the Chatsworth Metrolink Station.

• Line 166: This LACMTA line begins at the Metro RedLine Universal City Station and runs along Lankershim Boulevard, San Fernando Road, Tuxford Street, Glenoaks Boulevard, and Osborne Street to Nordhoff Street. It then runs along Nordhoff Street past CSUN to the Chatsworth Metrolink Station.

• Line 167: This LACMTA line begins at Coldwater Canyon Boulevard and Ventura Boulevard and travels along Coldwater Canyon Boulevard, Roscoe Boulevard, Chase Street, and Woodman Avenue to Plummer Street. It then runs along Plummer Street, passing CSUN by way of Zelzah Avenue, Nordhoff Street, and Reseda Boulevard, then terminates, via De Soto Avenue, at the Chatsworth Metrolink Station.

• Line 168: This LACMTA line begins at Arroyo Street and Foothill Boulevard in San Fernando, and then runs along Paxton Street, Laurel Canyon Boulevard, Van Nuys Boulevard, and Woodman Avenue to Lassen Street. It then runs mainly along Lassen Street to the Chatsworth Metrolink Station.

• Line 239: This LACMTA line begins at the Sylmar/San Fernando Metrolink Station and runs mainly along Rinaldi Street to Louise Avenue. It then travels along Louise Avenue, Chatsworth Street, Zelzah Avenue, Nordhoff Street, Lindley Avenue, Roscoe Boulevard, and White Oak Avenue to Ventura Boulevard. The line passes CSUN on Zelzah Avenue.

• Line 240: This LACMTA line begins at the Universal City Metro Red Line Station, and then runs along Ventura Boulevard to Reseda Boulevard. It then runs along Reseda Boulevard past CSUN to Devonshire Street.

• Line AV787: This Antelope Valley Transit Authority line begins at the Lancaster Transfer Center and travels to Reseda Boulevard in Northridge via the San Diego Freeway (I- 405) and the Ronald Reagan Freeway (SR-118). It then runs along Plummer Street, De Soto Avenue, and Ventura Boulevard to Sepulveda Boulevard.

• Line CE 419: This LADOT Commuter Express Route begins at Valley Circle at Devonshire Street in Chatsworth, and then travels on Devonshire Street to the Northridge area. It then runs along Woodley Avenue, Chatsworth Street, Sepulveda Boulevard and to the SR-118 eastbound to downtown Los Angeles.

25 LEGEND M - AV 787 - CE 419 - MTA 158 - MTA 166 - MTA 167 - MTA 168 Lemarsh - MTA 239 - MTA 240 M - MTA Bus Stop M Mayall

AV - Antelope Valley Transit

CE - LADOT Vintage St

v A

Commuter Express

r G

MTA - Metropolitan M M n

e M

Transportation d

r a

Authority M G M M Lassen St M M

Kinzie

Superior St M

M M M M

M M M M M

M M M M

Source: http://www.csun.edu/maps/CSUNmap.pdf

FIGURE 5 PUBLIC BUS ROUTES

Campus Shuttle Routes and Stops

The university operates an internal tram system connecting the University Park student housing area to the campus core area. The end points of the tram services are at the corner of Lindley Avenue and Lassen Street to the north and the USU just west of parking lot G4. The tram service operates two trams simultaneously Monday through Friday. The trams travel only on campus roads. With a two-mile round trip, the two trams make approximately 12 round trips per hour.

Metrolink Shuttle Routes and Stops

Metrolink is a regional commuter rail system. The Metrolink station closest to the CSUN campus is located on Wilbur Avenue, the first arterial corridor west of Reseda Boulevard. Currently, CSUN provides a Metrolink shuttle bus service that connects the university to the Metrolink Ventura County Line at the Wilbur Avenue station. Pick-up points on campus are located at the intersection of Plummer Street & North University Drive and along East University Drive, as illustrated in Figure 6.

The Metrolink shuttle operates between the hours of 7 and 9 a.m. and between 3 and 5 p.m., Monday through Friday.

CSUN EXISTING PARKING INVENTORY

Parking Inventory as of September 23, 2003 and June 30, 2004

Parking inventory data for the university was obtained from CSUN. As of September 2003, there were a total of 11,065 spaces available. As of June 2004, there were a total of 10,083 spaces available. The discrepancy is caused mainly by a reduction of general/student spaces due to the closure of Lot B3 while structure B3 is under construction, with lesser variation in other user categories. Due to be completed in August 2005, parking structure B3 will add 2,045 spaces, bringing the total inventory to approximately 12,130 spaces.

27 LEGEND

- Metrolink Shuttle Stop - Metrolink Shuttle Route M - Metrolink Station

CSUN

NORDHOFF ST

PARTHENIA ST

L D

W T

ROSCOE BLVD

Source: http://www.csun.edu/maps/CSUNmap.pdf

FIGURE 6 CSUN METROLINK SHUTTLE ROUTE AND STOPS

Current Parking Fees

Students can pay for parking on a daily basis at the rate of $4 or $126 for one semester and $252 for one academic year (two semesters). Located farther from the core of the campus, parking rates at North Campus Parking Lots are less expensive at $80 per semester. Students living on campus can pay $252 per academic year to be a part of the student residents’ pool of parking. Rates vary for summer terms.

Depending on bargaining units set by CSUN, faculty and staff parking rates vary for two categories: general parking and summer session. Short term parking rates for visitors are $4 per day and $2 per hour at the parking meter. Table 5 shows the breakdowns of the parking rates for students, faculty and staff, and visitors.

Parking Restrictions on Streets Adjacent to Campus

Residential developments surround CSUN. To the east along Zelzah Avenue there is a mixture of single-family homes and apartment complexes. Areas to the north of Halsted Street west of Lindley Avenue and to the south of Nordhoff Street mostly consist of single-family homes. Apartments largely occupy areas to the west of the campus between Darby Avenue and Reseda Boulevard and west of Reseda Boulevard.

A survey of the on-street parking restrictions on streets along the campus perimeter and streets within the nearby residential neighborhoods was conducted and is illustrated in Figure 7.

The parking restriction zone is bounded by White Oak Avenue to the east, Devonshire Street to the north, Yolanda Avenue to the west and Rayen Street to the south. This zone represents approximately one to two city blocks in each direction from the edges of the campus. Survey results showed most available parking without restrictions, shown in green in Figure 7, is located along Zelzah Avenue north of Plummer Street, on the north side along Lassen Street, along Reseda Boulevard north of North University Drive, and along Rayen Street west of Devonshire Street; Zelzah Avenue and White Oak Avenue also has available parking without time restrictions.

29 TABLE 5 SUMMARY OF PARKING FEES *AS OF AUGUST 2005

Category Cost

Student Semester Permit $126.00 Academic Year (2 Semesters) $252.00 Student Residential Academic Yr. $252.00 North Campus Parking Permit $80.00 Student Semester Permit (Motorcycle) $32.00 Summer 2004 Permit Per Session (Motorcycle) $10.00 Summer 2004 Session Per Week $8.00

Bargaining Units Bargaining Units 2,3,5,7 & 9 4,6,8,11, C99 & M80 Faculty General Parking & Auto Permit (monthly payroll deduction) $14.00 $28.00 Staff Auto Permit (per semester) $63.00 $126.00 Auto Permit (full year) $168.00 $336.00

Motorcycle Parking (per semester) $15.75 $32.00

Summer Session Summer Auto Parking (per week) $4.20 $8.00 Summer Motorcycle decal (per session) $8.00 $10.00

Short Term Daily Auto Parking Permits (via dispensers & booths) $4.00 $4.00 Parking Meter (per hour) $2.00 $2.00

* Information retrieved from CSUN website www.-admn.csun.edu/parking/mo_memo.htm & www-admn.csun.edu/ucs/parkingfees.htm LEGEND Project Site No Stopping/Parking Any Time Parking Available ATSWORTH ST 4 Hr 8A-6P CH 2 Hr 8A-6P 1 Hr 8A-6P Peak Hour Restrictions (AM, PM, or Both) CSUN ID Required SAN JOSE ST

DEVONSHIRE ST

LEMARSH ST LEMARSH ST

OMAR ST R R

S FULLERFARM ST

MAYALL ST ETIWANDA AV

L V MERRIDY ST

LASSEN ST

KINZIE ST

I D

E IOR ST U SUPER

E CITRONIA AV HALSTED ST

PLUMMER ST N. UNIVERSITY DR.

. W. UNIVERSITY DR. UNIVERSITY W.

VINCENNES ST N

S PRAIRIE ST

I T W IRIE ST B

PRA Y

H A

T C

E O

L M

DEARBORN ST A

A T V NORDHOFF ST ETIWANDA AV

L DARBY AVE

A E RAYEN ST V

PARTHENIA ST

FIGURE 7 PARKING RESTRICTIONS ON STREETS ADJACENT TO CAMPUS

Areas immediately adjacent to the campus mostly consist of parking restrictions between one and four-hour limits or no parking is allowed. Detailed documentation of the parking restrictions for each surveyed street is provided in Table 1.

The California State University Northridge, Parking Feasibility Study (Kaku Associates Inc., February 2001) documented approximately 6761 existing on-street parking spaces along the perimeter public streets fronting the CSUN campus.

1 The 676-space on-street parking supply was estimated along the perimeter streets fronting the campus. The perimeter streets include portions of Bertrand Avenue, Darby Avenue, Dearborn Avenue, Halsted Street, Lassen Street, Lindley Avenue, Nordhoff Street, Prairie Street, and Zelzah Avenue. The 676 on- street perimeter parking supply does not include the campus-controlled permit and metered spaces on the east side of Lindley Avenue between Lassen Street and Halsted Street.

III. FUTURE TRAFFIC PROJECTIONS

Estimates of future traffic conditions both with and without the proposed project were necessary to evaluate the potential impact of the proposed project on the local street system. The cumulative case traffic scenario represents future traffic conditions without the addition of the proposed project, while the cumulative plus project scenario represents future traffic conditions with the development of the proposed project. The development of these future traffic scenarios is described in this chapter.

CUMULATIVE BASE TRAFFIC PROJECTIONS

The cumulative base traffic projections reflect growth in traffic over existing conditions from two sources. The first source is the ambient growth in traffic, which reflects increases in traffic due to regional growth and development. The second source is growth due to traffic generated by specific projects located within or in the vicinity of the study area. The methods and assumptions used to develop cumulative base traffic projections are described in more detail below.

Regional Growth and Development

Existing traffic is expected to increase between year 2005 and year 2035 as a result of general areawide and regional growth and development. Based on historical trends and long-term (year 2030) traffic projections made by the Southern California Associated Government (SCAG) regional transportation demand forecasting model, traffic demands on the arterial street system in the Northridge area are projected to increase by an average of about 0.4% per year in the morning peak period and 0.6% in the afternoon peak period. These factors were used to adjust the existing year 2005 traffic volumes to reflect the effects of regional growth and development by the year 2035. The total adjustment applied over the thirty-year period was 12% in the morning peak period and 18% in the afternoon peak period.

The SCAG regional transportation demand model was also used to obtain projected growth on the freeway system in the Northridge area. The model projected long-term growth of about 0.3% per year in the morning peak period and 0.7% in the afternoon peak period.

Related Projects Traffic Generation and Assignment

Cumulative base traffic forecasts include the effects of specific projects, called related projects, expected to be implemented in the vicinity of the proposed project site prior to the buildout date of the proposed project. The list of related projects was obtained from staff of the City of Los Angeles and previous studies conducted in the vicinity of the proposed project. Because the SCAG regional model data used to develop the background growth factors already assumes population and employment growth throughout the Los Angeles metropolitan area including in the Northridge area, only larger specific projects that could be beyond the level of growth already inherent in the SCAG projections for the Northridge area were included in this related projects analysis. A total of eight related projects were identified; the locations of the related projects are illustrated in Figure 8.

Trip Generation. Trip generation estimates for the related projects were calculated using a combination of previous study findings and the trip generation rates contained in Trip Generation, 7th Edition (Institute of Transportation Engineers [ITE], 2003). As shown in Table 6, it was projected that the eight related projects would generate a combined total of approximately 27,300 daily trips. Approximately 900 vehicles per hour would occur during the weekday morning peak hour and 2,200 vehicles per hour would occur during the weekday evening peak hour.

Traffic Distribution. The geographic distribution of the traffic generated by the various projects would be depending on several factors. These factors include the type and density of the proposed land use, the geographic distribution of population from which the patrons and employees of the proposed commercial projects may be drawn, the geographic distribution of employment and activity centers to which residents of the proposed residential projects may be drawn, and the location of the proposed project in relation to the surrounding street system.

C O R B N I

V LEGEND A

# - Related Project - Project Site

T A M P A A

W L I B R

U V A

S N

E R S E A D L B

E RELATED PROJECT LOCATIONSRELATED PROJECT

O DARBY AVE DARBY N

N S

W. UNIVERSITY DR UNIVERSITY W. R

N ETIWANDA AV ETIWANDA E

V 2

S D

U . I N V E R I S Y T

D R

L I D N L E A

Y V R

Z L E A Z H A

FIGURE 8

W H I E T O

A K

V A

P N

L A

P U R

M O S

S M

R E

O H

O O

R I S

E F

R E

F N

I B

O L I S U A E

B A L B O A B

A H V E N R U H

T S T S

O W L D E O V A

Y 118

T 405 TABLE 6 CSUN MASTER PLAN TRIP GENERATION ESTIMATES FOR RELATED PROJECTS

AM Peak Hour PM Peak Hour Index Project Name Project Description Project Location ITE SIZE Daily Trips In Out Total In Out Total 1 Shopping Center Shopping Center 19401 Business Center Drive 820 59 ksf 4,806 52 33 85 204 222 426 2 Convenience Store Convenience Store 18173 Chatsworth Street 851 2 ksf 1,469 64 64 128 51 49 100 3 Light Industrial Building Shopping Center 8817 Amigo Avenue 820 28 ksf 3,035 46 29 75 131 142 273 4 Target Store 8999 Balboa Boulevard 815 30 ksf 2,528 20 10 30 70 70 140 5 Apartments & Retail Apartments 9423 Reseda Boulevard 220 202 DU 1,357 21 82 103 81 44 125 Retail 814 4 ksf 179 1457411 6 Fast Food w/ Drive Thru Fast Food w/ Drive Thru 8800 Tampa Avenue 934 3.3 ksf 1,637 89 86 175 59 55 114 7 Apartments & Retail Apartments 19401 Parthenia Street 220 312 DU 2,097 32 127 159 125 68 193 Retail 814 43 ksf 1,913 9 35 44 77 40 117 8 Discount Store Discount Store 19350 Nordoff Way 815 163 ksf 8,231 73 35 108 374 373 747 Total 27,252 407 505 912 1,179 1,067 2,246 Sources: Related projects were obtained from the LADOT staff March 8,2005 Trip Generation data were obtained from City of Los Angeles database and Kaku Associates, using ITE Trip Generation, 7th Edition.

Traffic Assignment. Utilizing the estimated trip generation and trip distribution patterns described above, traffic generated by the list of the related projects was assigned to the street network. These volumes were then added to the existing traffic volumes with ambient growth. The resulting traffic volumes are illustrated in Figure 9, representing cumulative base traffic conditions for the weekday morning and evening peak hour in 2035. The cumulative base traffic conditions represent projected future conditions without the proposed project.

Background Traffic Signal Improvements

There are three areas of signal improvements under the San Fernando Valley Corridor Signal System Improvement program currently being implemented by LADOT. The three areas are the Ronald Reagan Freeway Corridor, located to the north of the project site; the Victory Ventura Corridor located in the southern portion of the San Fernando Valley along the Ventura Freeway (US 101), and the Sepulveda Boulevard Corridor located south of the Victory Ventura Corridor along Sepulveda Boulevard. A map illustrating the locations of the three areas under the San Fernando Valley Corridor Signal System Improvement Program is included in Appendix C.

The Ronald Reagan Freeway Corridor project will implement the LADOT ATSAC system at 59 signalized locations in the area bounded by Rinaldi Street to the north, Devonshire Street to the south, the Santa Monica (I-405) freeway to the east and Topanga Canyon Boulevard (SR-27) to the west. The Ronald Reagan Freeway Corridor project is currently under construction and is expected to be completed by October 2005, according to LADOT ATSAC construction staff. Appendix C contains a map detailing the project limits of the Ronald Reagan Freeway Corridor project.

Five of the CSUN Master Plan study intersections are included in the 59 intersections to be improved as part of this program:

• Reseda Boulevard & Chatsworth (int. #6) • Zelzah Avenue & Chatsworth (int. #7) • Reseda Boulevard & Devonshire Street (int. #9) • Lindley Avenue & Devonshire Street (int. #10) • Zelzah Avenue & Devonshire Street (int. #11)

37 XX(XX)AM(PM)= peakhour traffic volumes (roundedto the nearest fivevehicles) Legend: CUMULATIVE BASE (2035) HOUR TRAFFIC BASE VOLUMES PEAK CUMULATIVE * = Negligiblevolume= .AMIGO AV/SR-118RAMPS WB 1. 1,125(1, 1,220(1, 17. WILBUR AV WILBUR 17. 13. WOODLEY AV WOODLEY 13. 9. RESEDA BL RESEDA 9. .BALBOA BL 5. 995(1,395) 790(1,965) 100(170) 140(335) 345(315) 310(880) 120(60) 55(175) 95(100) 65(135) SR-118 EB RAMPS 10(15) 20(30) EOSIES DEVONSHIRE ST DEVONSHIRE ST DEVONSHIRE ST 730) 485) LASSEN ST LASSEN 145(65) 90(60) 215(160) RINALDI ST 55(30) 950(485) 1,205(510) 1,105(1,245) 540(335) 15(10) 135(85) 165(125) 205(225) 1,830(1,575) 50(15)

95(80) 65(150) 145(335) 835(1,795) 300(370)

365(915) 190(90) 1,330(960) 85(90) 515(1,030) 155(125) 2,040(1, 90(120) 820(1,385) 215(270) 1,370(1, 130(215) 745(715) 20(105) 515(455) 1,325(650) 15(20) 140(130) 110(165) 145(255) 970(1,095) 300) 005) 14. I-405 SB RAMPS/BLUCHER AV RAMPS/BLUCHER I-405 SB 14. 2,015(1, 1,110(1, 1,195(1, 1,480(1, 18. RESEDA BL RESEDA 18. 10. LINDLEY AV LINDLEY 10. 6. RESEDA BL RESEDA 6. 2. RESEDA BL RESEDA 2. 600(1,135) 610(1,615) 130(130) 110(130) 75(120) 125(65) 80(120) 55(140) CHATSWORTH ST 50(75) DEVONSHIRE ST 975) 315) 535) 505) *(*) LASSEN ST LASSEN 80(115) 720(350) 160(145) 140(75) RINALDI ST 75(45) 1,350(1,320) 120(*) 175(140) 1,420(1,445) 570(275) 120(110) 315(190) 110(55) 135(155) 255(115)

115(105) 10(25) 25(140) 50(65) 330(530) 165(105) 975(600) 130(160) 200(135) 1,450(575) 150(90) 945(1,670) 165(110) 1,320(925) 75(150) *(*) 1,870(1, 160(190) 100(195) 330(125) 1,630(1, 75(75) 985(1,430) 120(235) FIGURE 9 45(270) 75(325) 130(300) 150(280) 445) 140) 1,745(1, 1,090(1, 19. LINDLEY AV LINDLEY 19. 5 I-405RAMPS NB 15. 11. ZELZAH AV ZELZAH 11. .ZELZAH AV 7. 3. RESEDA BL RESEDA 3. 695(1,210) 555(1,795) 100(170) 180(135) 475(290) 280(165) 205(205) 80(190) 80(145) 115(70) SR-118 EB RAMPS CHATSWORTH ST 20(30) 25(15) DEVONSHIRE ST DEVONSHIRE ST 630) 680) *(*)

LASSEN ST LASSEN 105(160) 180(155) 95(90) 185(85) 705(605) 665(490) 1,280(1,365) 65(65) 125(120) 70(145) 600(345)

10(40) 555(350) 80(125) 160(195) 480(945) 165(170) 660(465) 50(90) 30(115) 255(190) 1,115(860) 145(335) *(5) 1,475(1, 185(85) 545(750) 235(110) 1,740(1, 215(170) 210(425) 720(1,285) 95(255) 240(360) 120(195) 280(280) 315) 035) 1,155(1, 0 ZELZAH AV 20. 16. TAMPA AV TAMPA 16. 2 BALBOA BL 12. .BALBOA BL 8. .BALBOA BL 4. 770(1,815) 990(1,550) 110(165) 685(990) 300(395) 205(370) 230(240) 200(360) 145(205) 45(220) 105(70) SR-118 WB RAMPS CHATSWORTH ST DEVONSHIRE ST 450) LASSEN ST LASSEN 155(140) ST LASSEN 155(65) 300(280) 340(245) 670(580) 1,750(1,565) 1,445(1,060) 1,750(1,340) 1,010(425) 70(95) 120(105) 160(255) 50(75) 1,650(1,155)

210(280) 100(70) 195(225) 60(95) 285(345) 145(105) 740(485) 60(85) 720(760) *(*) 430(535) 290(835) 140(90) 1,310(880) 40(120) 1,000(1,865) 155(180) 1,225(845) 320(160) 835(1,615) 245(280) 1,635(1, 130(240) 1,020(1,905) 890(2,325) 45(120) 110(250) 160(175) 80(115) 120) XX(XX)AM(PM)= peakhour traffic volumes (roundedto the nearest fivevehicles) Legend: CUMULATIVE BASE (2035) HOUR TRAFFIC BASE VOLUMES PEAK CUMULATIVE * = Negligiblevolume= 1,110(1, 33. RESEDA BL RESEDA 33. 5 ZELZAH AV 25. 1 BALBOA BL 21. 9 ZELZAH AV 29. 7 ZELZAH AV 37. 960(1,395) 760(2,130) 140(225) 175(170) 200(275) 285(145) 405(600) 50(210) 45(210) 10(25) 10(20) NORDHOFF ST NORDHOFF ST 310) PLUMMER ST PRAIRIE ST 850(695) 110(255) ST LASSEN 175(180) 70(130) 970(1,225) 1,125(905) 1,160(840) 1,775(1,080) 75(220) 360(620) 15(45) 265(295) 90(115)

15(10) 160(235) 535(875) 515(1,115) 115(160) 165(75) 1,355(750) 85(135) 115(265) 40(30) 2,055(1, 395(160) 750(1,175) 300(310) 1,480(1, 220(440) 10(20) 20(15) 20(25) 95(200) 835(285) 345(255) 920(1,690) 25(50) 155(200) 145(130) 430) 490) 1,110(2, 26. WHITE OAK AV OAK WHITE 26. 34. DARBY AV DARBY 34. 22. TAMPA AV TAMPA 22. 30. WHITE OAK AV OAK WHITE 30. 38. WHITE OAK AV OAK WHITE 38. 360(1,290) 970(2,210) 365(450) 110(220) 275(165) 75(485) 50(170) 15(50) 10(15) 25(30) 15(25) 10(25) 5(10) 095) ODOFS NORDHOFF ST NORDHOFF ST NORDHOFF ST 5(*) FIGURE 9 (CONT.) PLUMMER ST PLUMMER ST

185(90) PRAIRIE ST 10(15) 85(35) 360(200) 35(20) 190(85) 85(55) 1,710(1,695) 15(25) 50(165) 5(5) 50(40) 115(105)

*(*) *(5) 15(10) 5(20) 75(160) 115(35) 1,040(450) 15(30) 240(155) 890(485) 65(65) *(20) 30(10) 2,505(1, 20(30) *(*) 35(15) 1,695(1, 935(360) 45(195) 30(20) 45(10) 10(10) 30(65) 1,000(1,515) 15(20) 10(40) *(20) 30(140) 105(160) 595) 795) 35. W UNIVERSITY DR/ETIWANDA AV DR/ETIWANDA UNIVERSITY W 35. 27. BALBOA BL BALBOA 27. 23. WILBUR AV WILBUR 23. 31. TAMPA AV TAMPA 31. 39. BALBOA BL BALBOA 39. 980(1,810) 935(2,135) 480(1,005) 760(1,380) 670(635) 180(130) 95(185) 120(55) 110(50) 55(100) 55(380) 70(255) 95(310) 5(30) NORDHOFF ST NORDHOFF ST PLUMMER ST 200(120) 35(120) 265(270) 275(80) PLUMMER ST 310(130) 1,805(995) 5(20) 1,590(1,405) 1,575(1,070) 745(420) 140(140) 65(310) 110(340) 100(105) 165(100)

155(230) 30(30) 175(245) 105(100) 100(60) 235(105) 1,115(505) 100(95) 20(15) 590(490) 60(80) 1,040(1,865) 235(155) 1,975(1, 95(115) 35(45) 25(45) 2,550(1, 955(1,520) 485(495) 1,420(1, 95(210) 905(1,810) 395(590) 170(260) 305(530) 170(245) 25(30) 275) 970) 095) 1,220(1, 1,160(1, 28. RESEDA BL RESEDA 28. 36. LINDLEY AV LINDLEY 36. 24. RESEDA BL RESEDA 24. 32. WILBUR AV WILBUR 32. 40. WOODLEY AV WOODLEY 40. 820(2,025) 135(260) 165(275) 340(400) 220(275) 245(160) 200(365) 60(105) 50(110) 95(115) 25(40) 55(55) 50(50) 940) 965) NORDHOFF ST NORDHOFF ST NORDHOFF ST PLUMMER ST

125(85) 15(20) 295(230) PRAIRIE ST 30(30) 165(135) 1,505(555) 20(40) 225(150) 1,295(1,635) 1,270(1,375) 125(95) 15(60) 265(130) 55(60) 225(110)

125(190) 350(435) 50(85) 20(35) 130(170) 60(110) 30(40) 35(105) 45(190) 70(275) 45(335) 610(1,500) 215(105) 2,160(1, 55(115) 70(45) 540(490) 2,145(1, 130(65) 125(175) 10(25) 1,640(1, 155(255) 1,100(1,775) 930(1,620) 130(230) 375(565) 15(5) 90(65) 85(110) 660) 455) 640) XX(XX)AM(PM)= peakhour traffic volumes (roundedto the nearest fivevehicles) Legend: CUMULATIVE BASE (2035) HOUR TRAFFIC BASE VOLUMES PEAK CUMULATIVE * = Negligiblevolume= 1,235(1, 1,295(1, 45. RESEDA BL RESEDA 45. I-405RAMPS SB 41. 175(245) 365(940) 95(150) 595) 560) NORDHOFF ST

ROSCOE BL ROSCOE 160(235) 980(1,085) 760(655) 180(230) 345(445)

170(215) 255(250) 1,825(1, 840(1,115) 130(125) 1,250(1, 145(235) 130(190) 600) 360) 1,095(1, 1,135(1, 46. LINDLEY AV LINDLEY 46. I-405RAMPS NB 42. 555(580) 125(150) 135(155) 410) 585) NORDHOFF ST ROSCOE BL ROSCOE FIGURE 9 (CONT.) 105(100) 1,215(1,005) 175(170)

120(110) 660(855) 1,035(1,295) 145(125) 1,270(1, 180(315) *(*) 1,425(985) 495(295) 65(85) 155(515) 425) 1,280(1, 43. RESEDA BL RESEDA 43. 225(330) 155(190) PARTHENIA ST PARTHENIA 545) 410(305) 1,180(1,270) 110(160)

135(135) 905(1,400) 200(185) 1,370(1, 110(185) 215(270) 125) 1,280(1, 44. LINDLEY AV LINDLEY 44. 195(180) 95(135) PARTHENIA ST PARTHENIA 655) 85(70) 1,350(945) 80(85)

140(185) 960(1,335) 195(155) 1,580(1, 75(95) 270(515) 265)

The five study locations listed above were analyzed as ATSAC locations under cumulative base and cumulative plus project conditions.

Background Transit System Improvements

The LACMTA’s Metro Rapid Implementation Plan includes implementation of Metro Rapid service along Reseda Boulevard and Nordhoff Street in the vicinity of the CSUN campus. This service, termed the Reseda Metro Rapid line, would begin at the corner of Ventura Boulevard and Reseda Boulevard in Tarzana and travel north along Reseda Boulevard to Nordhoff Street, east along Nordhoff Street to Woodley Avenue and then along portions of Woodley Avenue, Plummer Street, Sepulveda Boulevard, Brand Boulevard, and San Fernando Road to the Sylmar Metrolink Station. In addition to connecting with Metrolink, the Reseda Metro Rapid service would connect with the existing Ventura Boulevard Metro Rapid line, the Metro Orange Line transitway currently under construction, and the proposed Sepulveda Boulevard and San Fernando Road Metro Rapid lines.

The Reseda Metro Rapid line would have a stop adjacent to the south side of the campus along Nordhoff Street between Lindley and Zelzah Avenues. According to information from MTA, implementation of the Reseda Metro Rapid service is anticipated by June 2006.

PROJECT TRAFFIC VOLUMES

Preparation of traffic generation estimates for the proposed project involved the use of a three- step process similar to the estimates for the related projects. The three steps were traffic generation, trip distribution, and traffic assignment.

Project Traffic Generation. Trip generation rates/equations from ITE Trip Generation, 7th Edition were used to develop trip generation estimates for the academic component (commuter and resident students, commuter faculty and staff, visitors), the proposed faculty/staff housing, and the retail component of the proposed Master Plan. Trip generation estimates for each category are illustrated in Tables 7 (academic) and 8 (faculty/staff housing and retail) and are summarized in Table 9. The trip generation rates used in this analysis are presented in Table 10.

41 TABLE 7 CSUN MASTER PLAN TRIP GENERATION ESTIMATES ACADEMIC GROWTH

Existing CSUN Main Campus Trip Generation Estimates ITE TRIP RATE AM Peak Hour PM Peak Hour Land Use CATEGORY [3]Size [4] Daily Trips In Out Total In Out Total CSUN FTE Students [1] University / College 24,473 58,246 4,111 1,028 5,139 1,542 3,597 5,139

Future (Master Plan Buildout) CSUN Main Campus Trip Generation Estimates ITE TRIP RATE AM Peak Hour PM Peak Hour Land Use CATEGORY [3] Size [4] Daily Trips In Out Total In Out Total CSUN FTE Students [2] University / College 35,000 83,300 5,880 1,470 7,350 2,205 5,145 7,350 10% TDM Reduction -8,330 -588 -147 -735 -221 -515 -735 Subtotal 74,970 5,292 1,323 6,615 1,984 4,630 6,615

Trip Generation Estimates for Incremental Increase between Existing & Master Plan Buildout ITE TRIP RATE AM Peak Hour PM Peak Hour Land Use CATEGORY [3] Size [4] Daily Trips In Out Total In Out Total Home-to-Work Trip Credit [5] (911) (114) (23) (137) (37) (76) (113)

Total 15,813 1,067 272 1,339 405 957 1,363

Notes: [1] The CSUN campus has approximately 24,473 students for the academic year 2003-2004. [2] Projected enrollment at CSUN is expected to increase to approximately 35,000 FTE at Master Plan Buildout. [3] Source: Institute of Transportation Engineers (ITE) Trip Generation, 7th Edition. [4] Units in number of Full Time Equivalents (FTE). [5] Data from Table 8, CSUN Master Plan Trip Generation Estimates for proposed faculty/staff housing. Credits for ins and outs are reversed to account for the appropriate trip end reductions. TABLE 8 CSUN MASTER PLAN TRIP GENERATION ESTIMATES FACULTY HOUSING AND NORTH CAMPUS RETAIL

AM Peak Hour PM Peak Hour Land Use ITE TRIP RATE CATEGORY [a]Size [b] Daily Trips In Out Total In Out Total

Faculty Townhomes Residential Condominium/Townhouse 217 du 1,272 16 79 95 76 37 113

Faculty Condominium Residential Condominium/Townhouse 405 du 2,373 30 148 178 141 70 211

Faculty Housing Subtotal 3,645 46 227 274 217 107 324

Less Home-to-Work Credit (50% AM Peak, 35% PM Peak) [c] [d] (911) (23) (114) (137) (76) (37) (113)

Subtotal 2,734 23 113 137 141 70 211

North Campus Retail Shopping Center 42,700 s.f. 3,906 57 37 94 171 186 357

Retail Subtotal 3,906 57 37 94 171 186 357

Internal Capture 50% [e] (1,953) (29) (19) (47) (86) (93) (179) Pass-by Credit 50% [f] (977) (15) (10) (24) (43) (47) (90) Retail Credit Subtotal (2,930) (44) (29) (71) (129) (140) (269)

Subtotal 976138 23424688

Total Faculty Housing Plus Retail 3,710 36 121 160 183 116 299

Notes: [a] Source: Institute of Transportation Engineers (ITE), Trip Generation, 7th Edition, 2003. [b] Source: CSUN Master Plan from AC Martin, dated February 8, 2005 [c] Based on data from "2000 Model Validation & Summary" by Southern California Association of Governments (SCAG), 50% of AM Peak hour home based trips and 35% of PM peak hour home based trips are home-to-work trips. [d] Based on the 2000 SCAG Regional Transportation Model, 25% of the daily traffic home based trips are home-to-work trips. [e] Credit for internal interaction between retail center and surrounding campus uses (faculty/staff housing and student housing). [f] Source: Los Angeles Department of Transportation, "Traffic Study Policies and Procedures, Attachment G, LADOT Policy on Pass-by Trips," March 2002. TABLE 9 CSUN MASTER PLAN TRIP GENERATION ESTIMATES SUMMARY

ITE TRIP RATE AM Peak Hour PM Peak Hour Land Use CATEGORY Size Daily Trips In Out Total In Out Total Academic Growth [a] CSUN FTE Students University / College 10,527 FTE 16,724 1,181 295 1,476 442 1,033 1,476 Home-to-Work Trip Credit (911) (114) (23) (137) (37) (76) (113) FTE Subtotal 15,813 1,067 272 1,339 405 957 1,363

Faculty Housing [b] Faculty Townhomes/Condos Residential 622 du 3,645 46 227 274 217 107 324 Home-to-Work Trip Credit Condominium/Townhouse (911) (23) (114) (137) (76) (37) (113) Faculty Subtotal 2,734 23 113 137 141 70 211

North Campus Retail Shopping Center 42,700 s.f. 3,906 57 37 94 171 186 357 Internal Capture / Pass-By Credit (2,930) (44) (29) (71) (129) (140) (269) 976138 23424688

Total Net New Trips 19,523 1,103 393 1,499 588 1,073 1,662

Notes: [a] From Table 7. [b] From Table 8. TABLE 10 CSUN MASTER PLAN TRIP GENERATION ESTIMATES TRIP GENERATION RATES

ITE TRIP RATE AM Peak Hour Rate PM Peak Hour Rate Land Use CATEGORY [a]Units Daily Rate In Out Total In Out Total CSUN FTE Students University / College per FTE Student 2.38 80% 20% 0.21 30% 70% 0.21

Faculty Townhomes/Condos Residential per Dwelling Unit 5.86 17% 83% 0.44 67% 33% 0.52

North Campus Retail Shopping Center per 1,000 Square Feet [b] 61% 39% [c] 48% 52% [c]

Notes: [a] Source: Institute of Transportation Engineers (ITE) Trip Generation, 7th Edition. [b] EXP(0.65*(LN(retail s.f. / 1000))+5.83) [c] EXP(0.6*(LN(retail s.f. / 1000))+2.29) [d] EXP(0.66*(LN(retail s.f. / 1000))+3.4)

As shown in Table 6 for the academic component, trips were estimated for both the existing campus with 24,473 FTE and for buildout of the Master Plan with 35,000 FTE. The projected year 2035 campus trips (approximately 83,000 daily trips and 7,350 peak hour trips) were reduced by 10% to represent the anticipated effect of the demand reduction component of the Master Plan described in Chapter I.2 The estimated existing trips generated by the campus (approximately 58,200 daily trips and 5,140 peak hour trips) were subtracted from the estimated year 2035 campus trips with the demand reduction program (74,970 daily trips and 6,615 peak hour trips) to yield the projected net increase in campus tripmaking associated with the increase in academic activity on the campus. The academic component trips were adjusted to reflect the internal interaction between the proposed faculty/staff housing and the academic uses (see Table 7), resulting in a net projected increase of approximately 15,810 daily, 1,340 a.m. peak hour, and 1,360 p.m. peak hour trips due to increased academic activity on the campus.

Trip generation for the proposed faculty/staff housing was reduced to reflect the anticipated commute traffic that would remain on campus between the housing and the academic uses. As indicated in Table 7, based on data from the SCAG regional travel demand model, it was estimated that 50% of a.m. peak hour and 35% of p.m. peak hour trips generated by residential uses are commute trips to and from work. Since these trips would remain internal to the campus and would be made either by walking, bicycle, or the internal campus tram system, they were deducted from the external trips to be generated by the Master Plan. This results in an estimated

2 As discussed in Chapter I, the demand reduction component of the Master Plan includes expanded internal campus tram, provision of an on-campus transit center to increase public transit service to the campus, provision of a Reseda Metro Rapid bus stop on Nordhoff Street at Lindley Avenue adjacent to the campus, and demand management measures such as implement alternative work schedules for campus staff, transit subsidies and rideshare support, etc.

Information from a survey of CSUN students conducted in 2001 as part of the California State University Northridge, Parking Feasibility Study (Kaku Associates Inc., February 2001) indicates that approximately 77% of CSUN commuter students drive alone, 12% carpool, 2% use public transit, 6% walk or bicycle, and 3% other (e.g., drive motorcycles, dropped off). These mode splits imply an existing average vehicle ridership (AVR) for commuter students of 1.18. Information from the CSUN 1999 employee AVR survey indicates an existing AVR for faculty and staff of 1.35.

As an example of the extent to which increased transit use and ridesharing could reduce projected future campus tripmaking, if the college were to be successful in increasing the student AVR from 1.18 to 1.31 and the faculty/staff AVR from 1.35 to 1.50, the total future vehicle trip generation of campus students and faculty/staff could be reduced by approximately 10%. As this reduction would apply to all student and faculty/staff trips generated on the campus including existing students and faculty/staff (not just to incremental new trips generated by future population increases), the net effect would be to reduce the projected net growth in campus-generated trips by an estimated 35% during the a.m. and p.m. peak hours.

46 net external trip generation for the faculty/staff housing of approximately 2,730 daily trips, about 135 a.m. peak hour trips, and about 210 p.m. peak hour trips.

The proposed retail commercial component on the northwest corner of Lassen Street and Zelzah Avenue is intended primarily to serve the adjacent faulty/staff housing and the student housing across Lassen Street. Therefore, appropriate reductions were made to the trip generation to reflect interaction between the retail and the adjacent housing, as well as pass-by adjustments to reflect attraction of trips from the passing stream of traffic, resulting in an estimated 980 daily, 25 a.m. peak hour, and 90 p.m. peak hour net new trips external to the campus.

As summarized in Table 8, the net overall increase in trips generated by uses on the CSUN campus on the street system external to the campus is projected at approximately 19,520 daily trips, 1,500 a.m. peak hour trips, and 1,660 p.m. peak hour trips.

Project Traffic Distribution. The geographic distribution of trips generated by the proposed project would be dependent on the locations to which the university’s students, staff and faculty are drawn, characteristics of the street system serving the site, and the level of accessibility of the routes to and from the proposed project site.

The general distribution pattern for this study was developed in part using the CSUN database of student and faculty’s reported addresses. A zip code map of the students and faculty/staff members was plotted using Geographic Information System (GIS). Appendix D includes the color coded maps indicating the percentage of CSUN’s student and faculty/staff at each zip code.

Some addresses were reported as far as Alameda County in northern California and San Diego County near the border of the United States and Mexico. Addresses outside Los Angeles County, Ventura County and Orange County were assumed to be the students’ parents. A percentage of these students were then assumed to be living within a two-mile radius of the campus.

Figure 10 illustrates the results of the zip code analysis. It was estimated that approximately 21% of the project traffic would be from the north traveling on the SR-118 freeway, 27% would be from the east, traveling on the I-405 freeway, and 6% from the south traveling on the US 101 freeway. Traveling on local arterials, it is estimated that 6% of the project traffic would be from the north,

47 A

A M S O V N A LEGEND

- Project Trip Distribution Trip Project - - Project Site

W I N N E T K

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4% from the east, 6% from the south and 7% from the west. Five percent of the project traffic is expected to use Balboa Boulevard to the I-5 freeway and 18% is expected to be from the immediate surroundings of the campus.

Project Traffic Assignment. The estimated trip generation and the distribution patterns were used to assign the project-generated traffic to the local and regional street system. Assignments to each of the existing and proposed campus access points (driveways) were conducted using the Master Plan’s designated allocation of parking areas served by each access. Appendix E lists the designation of each parking lot or structure and the number of spaces at each location. The portion of estimated project trips assigned to a particular project driveway was proportional to the percentage of the future parking supply.

CUMULATIVE PLUS PROJECT TRAFFIC PROJECTIONS

The proposed project traffic volumes were added to the cumulative base traffic projections, resulting in cumulative plus project weekday morning and evening peak hour traffic volumes. Illustrated in Figure 11, the cumulative plus project scenario presents year 2035 future traffic conditions with the completion of the proposed project.

49 CUMULATIVE PLUS PROJECT (2035) PEAK HOUR TRAFFIC VOLUMESTRAFFIC HOUR (2035)PEAK PROJECT PLUS CUMULATIVE XX(XX)AM(PM)= peakhour traffic volumes (roundedto the nearest fivevehicles) Legend: * = Negligiblevolume= .AMIGO AV/SR-118RAMPS WB 1. 1,140(1, 1,260(1, 1,040(1, 17. WILBUR AV WILBUR 17. 13. WOODLEY AV WOODLEY 13. 9. RESEDA BL RESEDA 9. .BALBOA BL 5. 790(1,965) 140(335) 100(170) 345(315) 310(880) 120(60) 55(175) 95(100) 65(135) SR-118 EB RAMPS 10(15) 20(30) EOSIES DEVONSHIRE ST DEVONSHIRE ST DEVONSHIRE ST 750) 545) 415) LASSEN ST LASSEN 145(65) 90(60) 215(160) RINALDI ST 55(30) 960(490) 1,215(515) 1,135(1,255) 540(335) 15(10) 135(90) 165(125) 205(225) 2,060(1,680) 50(15)

95(80) 65(150) 145(335) 855(1,855) 300(370)

370(925) 190(90) 1,345(975) 90(95) 515(1,040) 190(140) 2,085(1, 90(120) 830(1,415) 270(295) 1,380(1, 130(215) 795(865) 20(105) 540(515) 1,325(650) 15(20) 140(130) 115(195) 170(310) 970(1,095) 345) 045) 14. I-405 SB RAMPS/BLUCHER AV RAMPS/BLUCHER I-405 SB 14. 2,065(2, 1,110(1, 1,265(1, 1,485(1, 18. RESEDA BL RESEDA 18. 10. LINDLEY AV LINDLEY 10. 6. RESEDA BL RESEDA 6. 2. RESEDA BL RESEDA 2. 610(1,140) 610(1,615) 140(135) 110(130) 75(120) 125(65) 80(120) 55(140) CHATSWORTH ST 50(75) DEVONSHIRE ST 065) 315) 610) 520) *(*) LASSEN ST LASSEN 80(115) 795(390) 160(145) 140(75) RINALDI ST 75(45) 1,435(1,355) 120(*) 180(165) 1,455(1,460) 570(280) 120(110) 315(190) 110(55) 165(170) 255(115)

120(120) 10(25) 30(140) 50(65) 340(560) FIGURE 11 165(105) 980(615) 130(160) 200(135) 1,460(610) 150(90) 980(1,750) 165(110) 1,330(935) 75(155) *(*) 1,875(1, 160(190) 110(200) 335(155) 1,695(1, 75(75) 995(1,460) 120(235) 50(285) 100(340) 130(300) 150(280) 465) 210) 1,750(1, 1,135(1, 19. LINDLEY AV LINDLEY 19. 5 I-405RAMPS NB 15. 11. ZELZAH AV ZELZAH 11. .ZELZAH AV 7. 3. RESEDA BL RESEDA 3. 695(1,210) 560(1,810) 100(170) 255(165) 540(325) 280(165) 245(225) 80(190) 85(160) 115(70) SR-118 EB RAMPS CHATSWORTH ST 20(30) DEVONSHIRE ST DEVONSHIRE ST 635) 750) *(*)

LASSEN ST LASSEN 120(170) 180(155) 95(90) 185(85) 815(665) 680(510) 1,280(1,370) 80(80) 125(120) 70(145) 600(345)

10(40) 555(360) 95(170) 170(235) 495(975) 185(180) 660(465) 50(90) 30(115) 265(195) 1,115(865) 150(355) *(5) 1,475(1, 185(85) 580(865) 360(160) 1,800(1, 215(170) 225(485) 720(1,285) 95(255) 240(360) 130(235) 285(300) 320) 085) 1,000(1, 1,200(1, 0 ZELZAH AV 20. 16. TAMPA AV TAMPA 16. 2 BALBOA BL 12. .BALBOA BL 8. .BALBOA BL 4. 690(1,010) 790(1,835) 145(205) 110(165) 300(395) 205(370) 230(240) 215(405) 50(225) 105(70) SR-118 WB RAMPS CHATSWORTH ST DEVONSHIRE ST 560) 515) LASSEN ST LASSEN 155(140) ST LASSEN 155(65) 440(335) 340(245) 950(695) 1,770(1,575) 1,530(1,095) 1,975(1,430) 1,010(425) 75(105) 120(105) 160(255) 50(75) 1,715(1,185)

210(280) 100(70) 195(225) 60(95) 285(345) 145(105) 760(495) 60(85) 880(830) *(*) 430(535) 345(1,020) 150(95) 1,325(905) 45(130) 1,010(1,885) 160(185) 1,230(860) 320(160) 885(1,770) 245(280) 1,685(1, 130(240) 1,080(2,105) 910(2,390) 50(130) 110(255) 160(175) 80(115) 170) CUMULATIVE PLUS PROJECT (2035) PEAK HOUR TRAFFIC VOLUMESTRAFFIC HOUR (2035)PEAK PROJECT PLUS CUMULATIVE XX(XX)AM(PM)= peakhour traffic volumes (roundedto the nearest fivevehicles) Legend: * = Negligiblevolume= 1,125(1, 33. RESEDA BL RESEDA 33. 5 ZELZAH AV 25. 1 BALBOA BL 21. 9 ZELZAH AV 29. 7 ZELZAH AV 37. 975(1,400) 765(2,130) 145(225) 175(170) 200(275) 290(145) 420(610) 65(270) 35(115) 80(335) 70(250) 10(25) 25(95) 5(10) NORDHOFF ST NORDHOFF ST 340) PLUMMER ST PRAIRIE ST 855(705) 110(255) 440(150) 190(75) ST LASSEN 175(185) 70(140) 975(1,230) 825(825) 1,260(885) 1,860(1,115) 95(275) 360(620) 15(45) 265(300) 90(115)

15(10) 160(235) 385(120) 10(5) 115(165) 165(75) 1,385(780) 85(135) 115(265) 40(30) 2,065(1, 450(180) 760(1,185) 300(320) 1,485(1, 225(460) 550(885) 20(15) 105(40) 20(25) 540(1,205) 880(305) 190(75) 345(260) 965(1,845) 25(50) 155(200) 10(20) 110(240) 145(130) 445) 500) 1,130(2, 26. WHITE OAK AV OAK WHITE 26. 34. DARBY AV DARBY 34. 22. TAMPA AV TAMPA 22. 30. WHITE OAK AV OAK WHITE 30. 38. WHITE OAK AV OAK WHITE 38. 390(1,305) 985(2,215) 445(745) 110(220) 275(165) 75(485) 50(170) 50(130) 15(25) 15(50) 10(15) 10(25) FIGURE 11 (CONT.) 5(10) 155) ODOFS NORDHOFF ST NORDHOFF ST NORDHOFF ST 5(*) PLUMMER ST PLUMMER ST

185(90) PRAIRIE ST 10(15) 85(35) 360(200) 35(20) 190(85) 85(55) 1,715(1,695) 15(25) 50(165) 5(5) 50(40) 135(115)

*(*) *(5) 15(10) 5(20) 75(160) 115(35) 1,275(540) 15(30) 245(185) 900(515) 70(80) *(20) 30(10) 2,570(1, 20(30) *(*) 35(15) 1,705(1, 935(360) 45(195) 30(20) 150(50) 10(10) 30(65) 1,000(1,520) 15(20) 10(40) *(20) 30(140) 135(175) 630) 840) 35. W UNIVERSITY DR/ETIWANDA AV DR/ETIWANDA UNIVERSITY W 35. 1,000(1, 27. BALBOA BL BALBOA 27. 23. WILBUR AV WILBUR 23. 31. TAMPA AV TAMPA 31. 39. BALBOA BL BALBOA 39. 940(2,135) 565(1,035) 770(1,385) 720(825) 130(125) 180(130) 125(80) 55(100) 55(380) 70(255) 95(310) 95(185) 5(30) 870) NORDHOFF ST NORDHOFF ST PLUMMER ST 200(120) 45(150) 265(270) 275(80) PLUMMER ST 310(130) 1,825(1,045) 20(80) 1,600(1,435) 1,660(1,105) 755(425) 140(140) 65(310) 110(340) 100(105) 165(100)

155(230) 30(30) 175(245) 140(115) 100(60) 235(105) 1,320(590) 100(95) 20(15) 615(565) 60(80) 1,090(1,890) 235(155) 2,040(1, 95(115) 35(45) 25(45) 2,555(1, 985(1,535) 485(495) 1,425(1, 95(210) 925(1,890) 400(595) 170(260) 305(530) 170(245) 25(30) 315) 980) 105) 1,235(1, 1,175(2, 28. RESEDA BL RESEDA 28. 36. LINDLEY AV LINDLEY 36. 24. RESEDA BL RESEDA 24. 32. WILBUR AV WILBUR 32. 40. WOODLEY AV WOODLEY 40. 820(2,030) 135(260) 165(275) 425(435) 220(280) 245(160) 200(365) 60(105) 50(110) 95(115) 25(40) 55(55) 60(55) 945) 020) NORDHOFF ST NORDHOFF ST NORDHOFF ST PLUMMER ST

125(85) 25(25) 295(230) PRAIRIE ST 30(30) 165(140) 1,510(555) 20(50) 225(150) 1,300(1,640) 1,305(1,390) 125(95) 15(60) 265(130) 85(70) 290(135)

125(190) 350(435) 50(85) 20(35) 130(170) 60(110) 30(50) 35(105) 45(190) 90(355) 60(390) 610(1,505) 215(105) 2,225(1, 55(115) 80(50) 560(550) 2,145(1, 130(65) 125(175) 10(25) 1,640(1, 155(255) 1,115(1,835) 940(1,675) 130(230) 455(600) 15(5) 90(65) 85(110) 700) 470) 650) CUMULATIVE PLUS PROJECT (2035) PEAK HOUR TRAFFIC VOLUMESTRAFFIC HOUR (2035)PEAK PROJECT PLUS CUMULATIVE XX(XX)AM(PM)= peakhour traffic volumes (roundedto the nearest fivevehicles) Legend: * = Negligiblevolume= 1,295(1, 1,235(1, 45. RESEDA BL RESEDA 45. I-405RAMPS SB 41. 405(1,085) 175(245) 95(150) 560) 595) NORDHOFF ST

ROSCOE BL ROSCOE 160(235) 985(1,095) 760(655) 180(235) 345(445)

170(215) 255(250) 1,990(1, 855(1,125) 130(125) 1,250(1, 145(240) 130(190) 675) 360) 1,095(1, 1,140(1, 46. LINDLEY AV LINDLEY 46. I-405RAMPS NB 42. 555(580) 125(150) 135(155) 410) 585) NORDHOFF ST FIGURE 11 (CONT.)

ROSCOE BL ROSCOE 105(100) 1,225(1,030) 175(170)

120(110) 825(930) 1,055(1,310) 145(125) 1,270(1, 180(315) *(*) 1,425(985) 495(295) 65(85) 155(515) 430) 1,280(1, 43. RESEDA BL RESEDA 43. 225(330) 155(190) PARTHENIA ST PARTHENIA 545) 410(305) 1,190(1,280) 110(160)

135(135) 915(1,410) 200(185) 1,370(1, 110(185) 215(270) 125) 1,280(1, 44. LINDLEY AV LINDLEY 44. 195(180) 95(135) PARTHENIA ST PARTHENIA 655) 85(70) 1,370(1,020) 80(85)

140(185) 1,050(1,370) 200(165) 1,580(1, 75(95) 270(515) 265)

IV. TRAFFIC IMPACT ANALYSIS

This section presents an analysis of the projected cumulative base and cumulative plus project traffic volumes to determine the potential impacts and mitigations of the proposed CSUN Master Plan.

SIGNIFICANT TRAFFIC IMPACT CRITERIA

The City of Los Angeles has established threshold criteria used to determine significant traffic impact of a proposed project in its jurisdiction.

Under the LADOT guidelines, an intersection would be significantly impacted with an increase in V/C ratio equal to or greater than 0.04 for intersections operating at LOS C, equal to or greater than 0.02 for intersections operating at LOS D, and equal to or greater than 0.01 for intersections operating at LOS E or F after the addition of project traffic. Intersections operating at LOS A or B after the addition of the project traffic are not considered significantly impacted regardless of the increase in V/C ratio. The following summarizes the impact criteria:

LOS Final V/C Ratio Project-related Increase in V/C C >0.700 - 0.800 equal to or greater than 0.0400 D > 0.800 - 0.900 equal to or greater than 0.0200 E or F > 0.900 equal to or greater than 0.0100

Unsignalized intersections are analyzed using the HCM stop-controlled methodology. This method quantifies the intersection operations in terms of delay in seconds. To assess significant impacts using LADOT criteria outlined above, unsignalized intersections are evaluated using signalized intersection methods and evaluated using V/C ratios. Like signalized intersections, the incremental change in V/C ratios would be used to assess significant impact; the difference is the unsignalized intersections would base the impact criteria on the LOS calculation using delay.

CUMULATIVE BASE TRAFFIC CONDITIONS

The cumulative base peak hour traffic volumes are illustrated in Figure 9. Volumes in the figure were used to determine the V/C ratio and LOS for all study intersections. The analysis represents the projected future conditions in year 2035 without the proposed project. Table 11 summarizes the results of the analysis. The following 30 study intersections were projected to operate at LOS E or F during one or both peak hours under year 2035 cumulative base conditions:

• Amigo Avenue/SR-118 westbound ramps and Rinaldi Street • Balboa Boulevard and SR-118 westbound ramps • Reseda Boulevard and Chatsworth Street • Balboa Boulevard and Chatsworth Street • Reseda Boulevard and Devonshire Street • Zelzah Avenue and Devonshire Street • Balboa Boulevard and Devonshire Street • Woodley Avenue and Devonshire Street • Tampa Avenue and Lassen Street • Wilbur Avenue and Lassen Street • Reseda Boulevard and Lassen Street • Lindley Avenue and Lassen Street • Zelzah Avenue and Lassen Street • Balboa Boulevard and Lassen Street • Tampa Avenue and Plummer Street • Reseda Boulevard and Plummer Street • White Oak Avenue and Plummer Street • Balboa Boulevard and Plummer Street • Tampa Avenue and Nordhoff Street • Reseda Boulevard and Nordhoff Street • Darby Avenue and Nordhoff Street • East University Drive/Lindley Avenue and Nordhoff Street • Zelzah Avenue and Nordhoff Street • Balboa Boulevard and Nordhoff Street • Woodley Avenue and Nordhoff Street • I-405 southbound ramps and Nordhoff Street • Reseda Boulevard and Parthenia Street • Lindley Avenue and Parthenia Street • Reseda Boulevard and Roscoe Boulevard • Lindley Avenue and Roscoe Boulevard

54 TABLE 11 FUTURE (YEAR 2035) INTERSECTION LEVEL OF SERVICE ANALYSIS

Cumulative Cumulative Plus Project Significant Peak Base Project IncreaseProject Intersection Hour V/C or Delay LOS V/C or Delay LOS in V/C Impact 1* Amigo Av / SR-118 WB Ramps & AM 0.859 D 0.875 D 0.016 NO Rinaldi St PM 1.143 F 1.186 F 0.043 YES

2* Reseda Bl & AM 0.681 B 0.689 B 0.008 NO Rinaldi St PM 0.893 D 0.905 E 0.012 YES

3* Reseda Bl & AM 0.609 B 0.635 B 0.026 NO SR-118 EB Ramps PM 0.687 B 0.705 C 0.018 NO

4* Balboa Bl & AM 1.108 F 1.150 F 0.042 YES SR-118 WB Ramps PM 0.778 C 0.809 D 0.031 YES

5* Balboa Bl & AM 0.573 A 0.605 B 0.032 NO SR-118 EB Ramps PM 0.852 D 0.872 D 0.020 YES

6[b] Reseda Bl & AM 0.925 E 0.937 E 0.012 YES Chatsworth St PM 1.084 F 1.105 F 0.021 YES

7[b] Zelzah Av & AM 0.632 B 0.658 B 0.026 NO Chatsworth St PM 0.827 D 0.870 D 0.043 YES

8* Balboa Bl & AM 0.956 E 1.016 F 0.060 YES Chatsworth St PM 0.931 E 0.982 E 0.051 YES

9[b] Reseda Bl & AM 0.907 E 0.918 E 0.011 YES Devonshire St PM 1.027 F 1.063 F 0.036 YES

10[b] Lindley Av & AM 0.791 C 0.817 D 0.026 YES Devonshire St PM 0.702 C 0.739 C 0.037 NO

11[b] Zelzah Av & AM 0.928 E 0.992 E 0.064 YES Devonshire St PM 0.901 E 1.007 F 0.106 YES

12* Balboa Bl & AM 1.067 F 1.145 F 0.078 YES Devonshire St PM 1.165 F 1.227 F 0.062 YES

13* Woodley Av & AM 1.155 F 1.175 F 0.020 YES Devonshire St PM 0.891 D 0.929 E 0.038 YES

14* I-405 SB Ramps / Blucher Av & AM 0.866 D 0.925 E 0.059 YES Devonshire St PM 0.623 B 0.668 B 0.045 NO

15* I-405 NB Ramps & AM 0.566 A 0.567 A 0.001 NO Devonshire St PM 0.568 A 0.569 A 0.001 NO

16 Tampa Av & AM 1.099 F 1.107 F 0.008 NO Lassen St PM 1.199 F 1.211 F 0.012 YES

17 Wilbur Av & AM 0.967 E 0.975 E 0.008 NO Lassen St PM 1.062 F 1.074 F 0.012 YES TABLE 11 FUTURE (YEAR 2035) INTERSECTION LEVEL OF SERVICE ANALYSIS

Cumulative Cumulative Plus Project Significant Peak Base Project IncreaseProject Intersection Hour V/C or Delay LOS V/C or Delay LOS in V/C Impact

18 Reseda Bl & AM 1.201 F 1.238 F 0.037 YES Lassen St PM 1.339 F 1.379 F 0.040 YES

19 Lindley Av & AM 0.721 C 0.744 C 0.023 NO Lassen St PM 1.056 F 1.071 F 0.015 YES

20 Zelzah Av & AM 0.845 D 0.945 E 0.100 YES Lassen St PM 1.171 F 1.219 F 0.048 YES

21 Balboa Bl & AM 1.086 F 1.117 F 0.031 YES Lassen St PM 1.016 F 1.061 F 0.045 YES

22 Tampa Av & AM 0.935 E 0.940 E 0.005 NO Plummer St PM 1.239 F 1.266 F 0.027 YES

23 Wilbur Av & AM 0.675 B 0.687 B 0.012 NO Plummer St PM 0.713 C 0.741 C 0.028 NO

24 Reseda Bl & AM 0.761 C 0.803 D 0.042 YES Plummer St PM 1.056 F 1.131 F 0.075 YES

25 Zelzah Av & AM 0.694 B 0.791 C 0.097 YES Plummer St PM 0.805 D 0.979 E 0.174 YES

26 White Oak Av & AM ** F ** F Plummer St [a] PM 51.6 F ** F AM 0.509 0.588 0.079 YES PM 0.518 0.712 0.194 YES

27 Balboa Bl & AM 0.959 E 1.082 F 0.123 YES Plummer St PM 0.824 D 0.914 E 0.090 YES

28 Reseda Bl & AM 0.603 B 0.615 B 0.012 NO Prairie St PM 0.895 D 0.930 E 0.035 YES

29 Zelzah Av & AM 0.431 A 0.702 C 0.271 YES Prairie St PM 0.496 A 0.631 B 0.135 NO

30 White Oak Av & AM 8.2 A 8.8 A Prairie St [a] PM 8.2 A 8.8 A AM 0.145 0.217 0.072 NO PM 0.143 0.207 0.064 NO

31 Tampa Av & AM 0.925 E 0.929 E 0.004 NO Nordhoff St PM 1.228 F 1.232 F 0.004 NO

32 Wilbur Av & AM 0.718 C 0.718 C 0.000 NO Nordhoff St PM 0.806 D 0.808 D 0.002 NO

33 Reseda Bl & AM 0.909 E 0.914 E 0.005 NO Nordhoff St PM 1.254 F 1.265 F 0.011 YES TABLE 11 FUTURE (YEAR 2035) INTERSECTION LEVEL OF SERVICE ANALYSIS

Cumulative Cumulative Plus Project Significant Peak Base Project IncreaseProject Intersection Hour V/C or Delay LOS V/C or Delay LOS in V/C Impact

34 Darby Av & AM ** F ** F Nordhoff St [a] PM ** F ** F AM 0.658 0.660 0.002 NO PM 0.624 0.632 0.008 NO

35 W University Dr / Etiwanda Av & AM 0.667 B 0.674 B 0.007 NO Nordhoff St PM 0.706 C 0.726 C 0.020 NO

36 E University Dr / Lindley Av & AM 0.820 D 0.884 D 0.064 YES Nordhoff St PM 1.231 F 1.289 F 0.058 YES

37 Zelzah Av & AM 0.913 E 0.928 E 0.015 YES Nordhoff St PM 0.980 E 1.032 F 0.052 YES

38 White Oak Av & AM 0.768 C 0.783 C 0.015 NO Nordhoff St PM 0.592 A 0.605 B 0.013 NO

39 Balboa Bl & AM 1.074 F 1.093 F 0.019 YES Nordhoff St PM 1.099 F 1.118 F 0.019 YES

40* Woodley Av & AM 1.113 F 1.129 F 0.016 YES Nordhoff St PM 1.111 F 1.125 F 0.014 YES

41* I-405 SB Ramps & AM 0.958 E 1.015 F 0.057 YES Nordhoff St PM 1.070 F 1.171 F 0.101 YES

42* I-405 NB Ramps & AM 0.745 C 0.808 D 0.063 YES Nordhoff St PM 0.756 C 0.784 C 0.028 NO

43 Reseda Bl & AM 1.229 F 1.232 F 0.003 NO Parthenia St PM 1.391 F 1.395 F 0.004 NO

44 Lindley Av & AM 1.195 F 1.204 F 0.009 NO Parthenia St PM 1.387 F 1.405 F 0.018 YES

45 Reseda Bl & AM 1.004 F 1.006 F 0.002 NO Roscoe Bl PM 1.203 F 1.208 F 0.005 NO

46 Lindley Av & AM 0.923 E 0.926 E 0.003 NO Roscoe Bl PM 1.062 F 1.067 F 0.005 NO

Notes: * Intersection is currently operating under ATSAC system. ** Volumes exceed the limits of theHighway Capacity Manual stop-controlled software. Average delay cannot be calculated. Indicates overloaded (LOS F) conditions. [a] Intersection is controlled by stop signs. The top rows show analysis usingHighway Capacity Manual stop-controlled methodology, for the purpose of evaluating the operating condition of the intersection. Average intersection vehicular delay in seconds per vehicle is reported rather than V/C ratio. The bottom rows show analysis using the CMA methodology, for the purpose of application of City of Los Angeles significance criteria. V/C ratio is reported. [b] Intersection not under ATSAC system in Existing conditions. ATSAC system are to be in place in the cumulative base and in the cumulative project conditions.

CUMULATIVE PLUS PROJECT TRAFFIC CONDITIONS

Cumulative plus project peak hour traffic volumes are illustrated in Figure 11. The volumes were used to determine the projected future operating conditions with the completion of the proposed project. The results of the analysis are summarized in Table 11. The following 34 study intersections were projected to operate at LOS E or F during one or both peak hours under year 2035 cumulative plus project conditions:

• Amigo Avenue/SR-118 westbound ramps and Rinaldi Street • Reseda Boulevard and Rinaldi Street • Balboa Boulevard and SR-118 westbound ramps • Reseda Boulevard and Chatsworth Street • Balboa Boulevard and Chatsworth Street • Reseda Boulevard and Devonshire Street • Zelzah Avenue and Devonshire Street • Balboa Boulevard and Devonshire Street • Woodley Avenue and Devonshire Street • I-405 southbound ramps/Blucher Avenue and Devonshire Street • Tampa Avenue and Lassen Street • Wilbur Avenue and Lassen Street • Reseda Boulevard and Lassen Street • Lindley Avenue and Lassen Street • Zelzah Avenue and Lassen Street • Balboa Boulevard and Lassen Street • Tampa Avenue and Plummer Street • Reseda Boulevard and Plummer Street • Zelzah Avenue and Plummer Street • White Oak Avenue and Plummer Street • Balboa Boulevard and Plummer Street • Reseda Boulevard and Prairie Street • Tampa Avenue and Nordhoff Street • Reseda Boulevard and Nordhoff Street • Darby Avenue and Nordhoff Street • East University Drive/Lindley Avenue and Nordhoff Street • Zelzah Avenue and Nordhoff Street • Balboa Boulevard and Nordhoff Street • Woodley Avenue and Nordhoff Street • I-405 southbound ramps and Nordhoff Street • Reseda Boulevard and Parthenia Street • Lindley Avenue and Parthenia Street • Reseda Boulevard and Roscoe Boulevard • Lindley Avenue and Roscoe Boulevard

INTERSECTION PROJECT IMPACTS

Table 11 shows that, using the City’s criteria for determination of significant impacts, the proposed project would significantly impact 34 of the studied intersections during either the morning or evening peak hours. The 34 significantly impacted locations are listed below:

• Amigo Avenue/SR-118 westbound ramps and Rinaldi Street (int. #1) • Reseda Boulevard and Rinaldi Street (int. #2) • Balboa Boulevard and SR-118 westbound ramps (int. #4) • Balboa Boulevard and SR-118 eastbound ramps (int. #5) • Reseda Boulevard and Chatsworth Street (int. #6) • Zelzah Avenue and Chatsworth Street (int. #7) • Balboa Boulevard and Chatsworth Street (int. #8) • Reseda Boulevard and Devonshire Street (int. #9) • Lindley Avenue and Devonshire Street (int. #10) • Zelzah Avenue and Devonshire Street (int. #11) • Balboa Boulevard and Devonshire Street (int. #12) • Woodley Avenue and Devonshire Street (int. #13) • I-405 southbound ramps/Blucher Avenue and Devonshire Street (int. #14) • Tampa Avenue and Lassen Street (int. #16) • Wilbur Avenue and Lassen Street (int. #17) • Reseda Boulevard and Lassen Street (int. #18) • Lindley Avenue and Lassen Street (int. #19) • Zelzah Avenue and Lassen Street (int. #20) • Balboa Boulevard and Lassen Street (int. #21) • Tampa Avenue and Plummer Street (int. #22) • Reseda Boulevard and Plummer Street (int. #24) • Zelzah Avenue and Plummer Street (int. #25) • White Oak Avenue and Plummer Street (int. #26) • Balboa Boulevard and Plummer Street (int. #27) • Reseda Boulevard and Prairie Street (int. #28) • Zelzah Avenue and Prairie Street (int. #29) • Reseda Boulevard and Nordhoff Street (int. #33) • East University Drive/Lindley Avenue and Nordhoff Street (int. #36) • Zelzah Avenue and Nordhoff Street (int. #37) • Balboa Boulevard and Nordhoff Street (int. #39) • Woodley Avenue and Nordhoff Street (int. #40) • I-405 southbound ramps and Nordhoff Street (int. #41) • I-405 northbound ramps and Nordhoff Street (int. #42) • Lindley Avenue and Parthenia Street (int. #44)

MITIGATION MEASURES

A two-step process was used to devise potential mitigation measures at the significantly impacted locations. The first was identifying non-physical improvements to enhance the traffic operations; the second was developing physical improvements involving restriping and street widening measures to improve intersection capacity.

ATSAC and ATCS Improvements

As mentioned in Chapter II, 13 of the 46 study intersections are currently controlled by the City of Los Angeles ATSAC system. The system allows traffic signals to be controlled remotely by the city’s traffic management center located in downtown Los Angeles. Traffic patterns can be observed in real time at all hours of the day, allowing signal timing to be changed automatically or manually to suit ever-changing traffic patterns. LADOT estimates that the ATSAC system adds 7% capacity (0.07 V/C adjustments) to the operations of the intersection. The Adaptive Traffic Control System (ATCS) is a sub-feature of the ATSAC system (i.e., ATSAC must be in place in order to have ATCS capabilities). ATCS allows fully automated traffic control adjusted to real time traffic demand needs. The added capability of ATCS would increase signalized intersection capacity by 3% (0.03 V/C adjustments) in addition to the 7%.

As discussed in Chapter III, the City of Los Angeles is implementing the ATSAC system at five of the study locations under cumulative conditions under the Ronald Reagan Freeway Corridor Project. In year 2035, it was assumed that the total number of study locations operating under ATSAC control was 18 (13 plus five).

Significantly Impacted Locations with ATSAC under Future Conditions. Under cumulative plus project conditions there would be 18 ATSAC locations. Of the 34 significantly impacted locations, 16 would have the ATSAC system implemented. The 16 significantly impacted ATSAC locations are listed below: • Amigo Avenue/SR-118 westbound ramps and Rinaldi Street (int. #1) • Reseda Boulevard and Rinaldi Street (int. #2) • Balboa Boulevard and SR-118 westbound ramps (int. #4) • Balboa Boulevard and SR-118 eastbound ramps (int. #5)

• Reseda Boulevard and Chatsworth Street (int. #6) • Zelzah Avenue and Chatsworth Street (int. #7) • Balboa Boulevard and Chatsworth Street (int. #8) • Reseda Boulevard and Devonshire Street (int. #9) • Lindley Avenue and Devonshire Street (int. #10) • Zelzah Avenue and Devonshire Street (int. #11) • Balboa Boulevard and Devonshire Street (int. #12) • Woodley Avenue and Devonshire Street (int. #13) • I-405 southbound ramps/Blucher Avenue and Devonshire Street (int. #14) • Woodley Avenue and Nordhoff Street (int. #40) • I-405 southbound ramps and Nordhoff Street (int. #41) • I-405 northbound ramps and Nordhoff Street (int. #42)

At each of the 16 significantly impacted locations with the ATSAC system in place, it is proposed that the ATCS capability be added to increase the intersection capacity by 3%. It was found that with an improvement of 3% to the intersection capacity, nine of 16 significantly impacted ATSAC intersections would be mitigated based on City of Los Angeles impact criteria. The other seven of 16 ATSAC intersections would remain significantly impacted even after the implementation of ATCS. The nine mitigated intersections are as follows: • Reseda Boulevard and Rinaldi Street (int. #2) • Balboa Boulevard and SR-118 eastbound ramps (int. #5) • Reseda Boulevard and Chatsworth Street (int. #6) • Zelzah Avenue and Chatsworth Street (int. #7) • Reseda Boulevard and Devonshire Street (int. #9) • Lindley Avenue and Devonshire Street (int. #10) • Woodley Avenue and Devonshire Street (int. #13) • Woodley Avenue and Nordhoff Street (int. #40) • I-405 northbound ramps and Nordhoff Street (int. #42)

The results of the proposed mitigations at the 16 intersections are summarized in Table 12.

Significantly Impacted Locations without ATSAC System under Future Conditions. At the remaining 18 significantly impacted locations (34 less 16) that would not have the ATSAC system implemented, one intersection at White Oak Avenue and Plummer Street (int. #26) would be unsignalized under cumulative plus project conditions.

The same mitigation procedure was applied at the remaining 17 signalized locations. It is proposed that ATSAC and if necessary ATCS are implemented at the following 17 locations to mitigate the significant impact found with the addition of project traffic:

61 Page 1 of 3

TABLE 12 FUTURE (YEAR 2035) INTERSECTION LEVEL OF SERVICE ANALYSIS WITH MITIGATIONS

Cumulative Cumulative plus Project Significant Cumulative + Project Project Significant Phys Mit Project Significant Peak Base Project Increase Project ATSAC & ATCS Increase Project w/ATSAC, ATCS Increase Project Intersection Hour V/C or Delay LOS V/C or Delay LOS in V/C Impact V/C or Delay LOS in V/C Impact V/C or Delay LOS in V/C Impact

1* Amigo Av / SR-118 WB AM 0.859 D 0.875 D 0.016 NO 0.845 D -0.014 NO 0.761 C -0.098 NO Ramps & Rinaldi St PM 1.143 F 1.186 F 0.043 YES 1.156 F 0.013 YES 1.067 F -0.076 NO

2* Reseda Bl & AM 0.681 B 0.689 B 0.008 NO 0.659 B -0.022 NO Rinaldi St PM 0.893 D 0.905 E 0.012 YES 0.875 D -0.018 NO

3* Reseda Bl & AM 0.609 B 0.635 B 0.026 NO 0.635 B 0.026 NO SR-118 EB Ramps PM 0.687 B 0.705 C 0.018 NO 0.705 C 0.018 NO

4* Balboa Bl & AM 1.108 F 1.150 F 0.042 YES 1.120 F 0.012 YES 0.889 D -0.219 NO SR-118 WB Ramps PM 0.778 C 0.809 D 0.031 YES 0.779 C 0.001 NO 0.779 C 0.001 NO

5* Balboa Bl & AM 0.573 A 0.605 B 0.032 NO 0.575 A 0.002 NO SR-118 EB Ramps PM 0.852 D 0.872 D 0.020 YES 0.842 D -0.010 NO

6[b] Reseda Bl & AM 0.925 E 0.937 E 0.012 YES 0.907 E -0.018 NO Chatsworth St PM 1.084 F 1.105 F 0.021 YES 1.075 F -0.009 NO

7[b] Zelzah Av & AM 0.632 B 0.658 B 0.026 NO 0.628 B -0.004 NO Chatsworth St PM 0.827 D 0.870 D 0.043 YES 0.840 D 0.013 NO

8* Balboa Bl & AM 0.956 E 1.016 F 0.060 YES 0.986 E 0.030 YES 0.890 D -0.066 NO Chatsworth St PM 0.931 E 0.982 E 0.051 YES 0.952 E 0.021 YES 0.903 E -0.028 NO

9[b] Reseda Bl & AM 0.907 E 0.918 E 0.011 YES 0.888 D -0.019 NO Devonshire St PM 1.027 F 1.063 F 0.036 YES 1.033 F 0.006 NO

10[b] Lindley Av & AM 0.791 C 0.817 D 0.026 YES 0.787 C -0.004 NO Devonshire St PM 0.702 C 0.739 C 0.037 NO 0.709 C 0.007 NO

11[b] Zelzah Av & AM 0.928 E 0.992 E 0.064 YES 0.962 E 0.034 YES 0.962 E 0.034 YES Devonshire St PM 0.901 E 1.007 F 0.106 YES 0.977 E 0.076 YES 0.782 C -0.119 NO

12* Balboa Bl & AM 1.067 F 1.145 F 0.078 YES 1.115 F 0.048 YES 1.008 F -0.059 NO Devonshire St PM 1.165 F 1.227 F 0.062 YES 1.197 F 0.032 YES 1.197 F 0.032 YES

13* Woodley Av & AM 1.155 F 1.175 F 0.020 YES 1.145 F -0.010 NO Devonshire St PM 0.891 D 0.929 E 0.038 YES 0.899 D 0.008 NO

14* I-405 SB Ramps / Blucher AM 0.866 D 0.925 E 0.059 YES 0.895 D 0.029 YES 0.656 B -0.21 NO Av & Devonshire St PM 0.623 B 0.668 B 0.045 NO 0.638 B 0.015 NO 0.506 A -0.117 NO

15* I-405 NB Ramps & AM 0.566 A 0.567 A 0.001 NO 0.567 A 0.001 NO Devonshire St PM 0.568 A 0.569 A 0.001 NO 0.569 A 0.001 NO

16 Tampa Av & AM 1.099 F 1.107 F 0.008 NO 1.037 F -0.062 NO Lassen St PM 1.199 F 1.211 F 0.012 YES 1.141 F -0.058 NO

17 Wilbur Av & AM 0.967 E 0.975 E 0.008 NO 0.905 E -0.062 NO Lassen St PM 1.062 F 1.074 F 0.012 YES 1.004 F -0.058 NO Page 2 of 3

TABLE 12 FUTURE (YEAR 2035) INTERSECTION LEVEL OF SERVICE ANALYSIS WITH MITIGATIONS

18 Reseda Bl & AM 1.201 F 1.238 F 0.037 YES 1.168 F -0.033 NO Lassen St PM 1.339 F 1.379 F 0.040 YES 1.309 F -0.030 NO

19 Lindley Av & AM 0.721 C 0.744 C 0.023 NO 0.674 B -0.047 NO Lassen St PM 1.056 F 1.071 F 0.015 YES 1.001 F -0.055 NO

20 Zelzah Av & AM 0.845 D 0.945 E 0.100 YES 0.845 D 0.000 NO Lassen St PM 1.171 F 1.219 F 0.048 YES 1.119 F -0.052 NO

21 Balboa Bl & AM 1.086 F 1.117 F 0.031 YES 1.047 F -0.039 NO Lassen St PM 1.016 F 1.061 F 0.045 YES 0.991 E -0.025 NO

22 Tampa Av & AM 0.935 E 0.940 E 0.005 NO 0.870 D -0.065 NO Plummer St PM 1.239 F 1.266 F 0.027 YES 1.196 F -0.043 NO

23 Wilbur Av & AM 0.675 B 0.687 B 0.012 NO 0.687 B 0.012 NO Plummer St PM 0.713 C 0.741 C 0.028 NO 0.741 C 0.028 NO

24 Reseda Bl & AM 0.761 C 0.803 D 0.042 YES 0.733 C -0.028 NO Plummer St PM 1.056 F 1.131 F 0.075 YES 1.061 F 0.005 NO

25 Zelzah Av & AM 0.694 B 0.791 C 0.097 YES 0.691 B -0.003 NO 0.699 B 0.005 NO Plummer St PM 0.805 D 0.979 E 0.174 YES 0.879 D 0.074 YES 0.704 C -0.101 NO

26 White Oak Av & AM ** F ** F ** ** F ** Plummer St [a] PM 51.6 F ** F ** ** F ** AM 0.509 0.588 0.079 YES 0.588 A 0.079 YES 0.588 A 0.079 NO PM 0.518 0.712 0.194 YES 0.712 C 0.194 YES 0.456 A -0.062 NO

27 Balboa Bl & AM 0.959 E 1.082 F 0.123 YES 0.982 E 0.023 YES 0.949 E -0.01 NO Plummer St PM 0.824 D 0.914 E 0.090 YES 0.814 D -0.010 NO 0.814 D -0.01 NO

28 Reseda Bl & AM 0.603 B 0.615 B 0.012 NO 0.545 A -0.058 NO Prairie St PM 0.895 D 0.930 E 0.035 YES 0.860 D -0.035 NO

29 Zelzah Av & AM 0.431 A 0.702 C 0.271 YES 0.632 B 0.201 NO Prairie St PM 0.496 A 0.631 B 0.135 NO 0.561 A 0.065 NO

30 White Oak Av & AM 8.2 A 8.8 A 0.6 8.8 A 0.6 Prairie St [a] PM 8.2 A 8.8 A 0.6 8.8 A 0.6 AM 0.145 0.217 0.072 NO 0.217 0.072 NO PM 0.143 0.207 0.064 NO 0.207 0.064 NO

31 Tampa Av & AM 0.925 E 0.929 E 0.004 NO 0.929 E 0.004 NO Nordhoff St PM 1.228 F 1.232 F 0.004 NO 1.232 F 0.004 NO

32 Wilbur Av & AM 0.718 C 0.718 C 0.000 NO 0.718 C 0.000 NO Nordhoff St PM 0.806 D 0.808 D 0.002 NO 0.808 D 0.002 NO Page 3 of 3

TABLE 12 FUTURE (YEAR 2035) INTERSECTION LEVEL OF SERVICE ANALYSIS WITH MITIGATIONS

33 Reseda Bl & AM 0.909 E 0.914 E 0.005 NO 0.844 D -0.065 NO Nordhoff St PM 1.254 F 1.265 F 0.011 YES 1.195 F -0.059 NO

34 Darby Av & AM ** F ** F ** ** F ** Nordhoff St [a] PM ** F ** F ** ** F ** AM 0.658 0.660 0.002 NO 0.660 B 0.002 NO 0.590 A -0.068 NO PM 0.624 0.632 0.008 NO 0.632 B 0.008 NO 0.562 A -0.062 NO

35 W University Dr / Etiwanda AM 0.667 B 0.674 B 0.007 NO 0.674 B 0.007 NO Av & Nordhoff St PM 0.706 C 0.726 C 0.020 NO 0.726 C 0.020 NO

36 E University Dr / Lindley AM 0.820 D 0.884 D 0.064 YES 0.814 D -0.006 NO Av & Nordhoff St PM 1.231 F 1.289 F 0.058 YES 1.219 F -0.012 NO

37 Zelzah Av & AM 0.913 E 0.928 E 0.015 YES 0.858 D -0.055 NO Nordhoff St PM 0.980 E 1.032 F 0.052 YES 0.962 E -0.018 NO

38 White Oak Av & AM 0.768 C 0.783 C 0.015 NO 0.783 C 0.015 NO Nordhoff St PM 0.592 A 0.605 B 0.013 NO 0.605 B 0.013 NO

39 Balboa Bl & AM 1.074 F 1.093 F 0.019 YES 1.023 F -0.051 NO Nordhoff St PM 1.099 F 1.118 F 0.019 YES 1.048 F -0.051 NO

40* Woodley Av & AM 1.113 F 1.129 F 0.016 YES 1.099 F -0.014 NO Nordhoff St PM 1.111 F 1.125 F 0.014 YES 1.095 F -0.016 NO

41* I-405 SB Ramps & AM 0.958 E 1.015 F 0.057 YES 0.985 E 0.027 YES 0.891 D -0.067 NO Nordhoff St PM 1.070 F 1.171 F 0.101 YES 1.141 F 0.071 YES 1.068 F -0.002 NO

42* I-405 NB Ramps & AM 0.745 C 0.808 D 0.063 YES 0.778 C 0.033 NO Nordhoff St PM 0.756 C 0.784 C 0.028 NO 0.754 C -0.002 NO

43 Reseda Bl & AM 1.229 F 1.232 F 0.003 NO 1.232 F 0.003 NO Parthenia St PM 1.391 F 1.395 F 0.004 NO 1.395 F 0.004 NO

44 Lindley Av & AM 1.195 F 1.204 F 0.009 NO 1.134 F -0.061 NO Parthenia St PM 1.387 F 1.405 F 0.018 YES 1.335 F -0.052 NO

45 Reseda Bl & AM 1.004 F 1.006 F 0.002 NO 1.006 F 0.002 NO Roscoe Bl PM 1.203 F 1.208 F 0.005 NO 1.208 F 0.005 NO

46 Lindley Av & AM 0.923 E 0.926 E 0.003 NO 0.926 E 0.003 NO Roscoe Bl PM 1.062 F 1.067 F 0.005 NO 1.067 F 0.005 NO

Number of intersections with significant impact (AM or PM or both) 34 10 2

Notes: * Intersection is currently operating under ATSAC system. ** Volumes exceed the limits of the Highway Capacity Manual stop-controlled software. Average delay cannot be calculated. Indicates overloaded (LOS F) conditions. [a] Intersection is controlled by stop signs. The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the operating condition of the intersection. Average intersection vehicular delay in seconds per vehicle is reported rather than V/C ratio. The bottom rows show analysis using the CMA methodology, for the purpose of application of City of Los Angeles significance criteria. V/C ratio is reported. [b] Intersection not under ATSAC system in existing conditions. ATSAC system is to be in place in the cumulative base and in the cumulative project conditions.

• Tampa Avenue and Lassen Street (int. #16) • Wilbur Avenue and Lassen Street (int. #17) • Reseda Boulevard and Lassen Street (int. #18) • Lindley Avenue and Lassen Street (int. #19) • Zelzah Avenue and Lassen Street (int. #20) • Balboa Boulevard and Lassen Street (int. #21) • Tampa Avenue and Plummer Street (int. #22) • Reseda Boulevard and Plummer Street (int. #24) • Zelzah Avenue and Plummer Street (int. #25) • Balboa Boulevard and Plummer Street (int. #27) • Reseda Boulevard and Prairie Street (int. #28) • Zelzah Avenue and Prairie Street (int. #29) • Reseda Boulevard and Nordhoff Street (int. #33) • East University Drive/Lindley Avenue and Nordhoff Street (int. #36) • Zelzah Avenue and Nordhoff Street (int. #37) • Balboa Boulevard and Nordhoff Street (int. #39) • Lindley Avenue and Parthenia Street (int. #44)

The significant impacts at 14 of the 17 locations would be mitigated under the City of Los Angeles impact criteria threshold with the implementation of ATSAC system. The 14 locations are as follows:

• Tampa Avenue and Lassen Street (int. #16) • Wilbur Avenue and Lassen Street (int. #17) • Reseda Boulevard and Lassen Street (int. #18) • Lindley Avenue and Lassen Street (int. #19) • Balboa Boulevard and Lassen Street (int. #21) • Tampa Avenue and Plummer Street (int. #22) • Reseda Boulevard and Plummer Street (int. #24) • Reseda Boulevard and Prairie Street (int. #28) • Zelzah Avenue and Prairie Street (int. #29) • Reseda Boulevard and Nordhoff Street (int. #33) • East University Drive/Lindley Avenue and Nordhoff Street (int. #36) • Zelzah Avenue and Nordhoff Street (int. #37) • Balboa Boulevard and Nordhoff Street (int. #39) • Lindley Avenue and Parthenia Street (int. #44)

ATSAC and ATCS capability are proposed to be implemented at three of the 17 locations. The three locations are listed below:

• Zelzah Avenue and Lassen Street (int. #20) • Zelzah Avenue and Plummer Street (int. #25) • Balboa Boulevard and Plummer Street (int. #27)

Significant impact at one (Zelzah Avenue and Lassen Street) of the three locations would be mitigated with the added capacity from ATCS. The remaining two locations would remain significantly impacted even with the implementation of ATCS.

Results of the proposed mitigation at the 17 intersections are summarized in Table 12.

In sum, of 34 significantly impacted locations under future conditions with the addition of proposed project traffic, there would be 16 locations with the ATSAC system already in place. It is proposed that ATCS capability be implemented at the 16 locations to mitigate the significant impact. Impacts at nine locations would be mitigated and seven would remain significantly impacted with ATCS. One of 34 significantly impacted locations would be unsignalized under future condition. It is proposed that ATSAC and if necessary ATCS are implemented at the remaining 17 significantly impacted locations. Fourteen of the remaining 17 locations would be mitigated with the ATSAC; three would require the implementation of ATSAC and ATCS but only one of the three would be mitigated with both features installed. Overall, traffic signal improvements through the use of ATSAC and ATCS would mitigate 24 of 34 significantly impacted study locations. Ten locations would remain significantly impacted even after the application of ATSAC and ATCS capabilities.

Physical Improvements

The intersection configurations at the remaining 10 significantly impacted locations were reviewed to identify possible physical improvements that would enhance traffic capacity. Physical improvements could include installation of traffic signals, restriping, and widening of roadways.

Installation of Traffic Signals. The following intersections could be mitigated with installation of a traffic signal:

• White Oak Avenue & Plummer Street (int. #26) The intersection of White Oak Avenue & Plummer Street would become a critical intersection with the development of the proposed project; the intersection immediately to the west of White Oak at Plummer Street would be an entryway to the proposed

campus parking structure at Zelzah Avenue and Plummer Street. White Oak Avenue is currently stop controlled at Plummer Street. Under existing (2005) conditions, the study location is operating at LOS F during the morning peak period and LOS D during the afternoon peak period. With the addition of project traffic, White Oak Avenue & Plummer Street would continue to operate at unacceptable LOS F during both the morning and afternoon peak periods.

To mitigate the significant impact at this location, it is proposed to signalize White Oak Avenue & Plummer Street. Future year 2035 cumulative base plus project volumes were used to conduct a signal warrant at this intersection. Results showed the future conditions would meet the criteria for a signal using the peak hour, fourth highest hour and eighth highest hour volumes. Signal warrant analysis worksheets are included in Appendix F. With signalization, the location is projected to operate at LOS A during the morning and LOS C during the afternoon peak period.

To further improve operations at this location, it is proposed that an eastbound through lane be added. No roadway widening would be required; the proposed eastbound through lane can be achieved by restriping in the east and west legs of the intersection, however, the existing bicycle lanes on the north and south side of the street may be diminished.

Roadway Restriping. The following significantly impacted study locations could be mitigated with restriping within the existing roadway widths:

• Amigo Avenue/SR-118 Westbound Ramps & Rinaldi Street (int. #1) Restripe the northbound approach to provide one shared through/left-turn lane and two right-turn only lanes.

• Balboa Boulevard & SR-118 Westbound Ramps (int. #4) Restripe the southbound Balboa approach to provide two through lanes, one shared through/right-turn lane and one right-turn lane.

• Balboa Boulevard & Chatsworth Street (int. #8) Restripe the eastbound Chatsworth approach to provide a left-turn pocket lane.

• Zelzah Avenue & Devonshire Street (int. #11) Restripe the eastbound Devonshire approach to provide another through lane. Restriping in the eastbound approach would mitigate the significant impact only during the afternoon peak period. The eastbound approach would consist of one left-turn lane, three through lanes and a right-turn only lane. The recommended lane configuration would be consistent with the classification of Devonshire as a Major Highway Class II in the City of Los Angeles’ Northridge Community Plan. The intersection only has sufficient width to restripe on one of the east/west approaches. This intersection would remain significantly impacted during the morning peak period.

• Zelzah Avenue & Plummer Street (int. #25) Restripe the northbound Zelzah approach to provide another through lane. The northbound approach would consist of one left-turn lane, two through lanes and one shared through/right-turn lane. The northbound departure would need to be restriped to have three receiving lanes. Configuration of the southbound approach would remain unchanged. The recommended lane configurations would be consistent with the classification of Zelzah as a Major Highway Class II in the City of Los Angeles’ Northridge Community Plan.

• Balboa Boulevard & Plummer Street (int. #27) Restripe the westbound shared through/right lane to create a 10-foot through lane and a 10-foot right-turn only lane.

Roadway Widening. The following significantly impacted study locations could be mitigated with roadway widening:

• Balboa Boulevard & Devonshire Street (int. #12) Widen Balboa Boulevard to a dedicated right-turn lane on the southbound approach. The southbound approach would consist of one left-turn lane, three through lanes and one right-turn only lane. Implementation of this widening would require acquisition of right-of-way from the vacant lot east of Balboa Boulevard north of Devonshire Street and the Ralph’s grocery store parking lot east of Balboa Boulevard south of Devonshire Street. This improvement would mitigate the project impact during the morning but not the afternoon peak period.

• I-405 Southbound Ramps/Blucher Avenue & Devonshire Street (int. 14) Widen the west side of the southbound I-405 ramps to provide one left-turn only lane and two right-turn only lanes.

• I-405 Southbound Ramps & Nordhoff Street (int. #41) Widen the southbound approach (freeway off-ramp) to provide one left-turn only lane and two right-turn only lanes.

Effectiveness of Mitigation Measures

Based on LADOT significance impact criteria, 34 of 46 analyzed locations were found to be significantly impacted with the addition of project traffic. With added capacity due to the recommended implementation of ATSAC and or ATCS, impacts at 24 of the 34 locations would be mitigated. Physical mitigation comprising of traffic signal installation, roadway restriping, and/or roadway widening was applied at the ten remaining intersections and the project impact at all but two of the intersections would be mitigated. The impacts at the intersection of Zelzah

Avenue & Devonshire Street during the morning peak period and at the intersection of Balboa Avenue & Devonshire Street during the afternoon peak period would be considered significant and unavoidable.

The improvements suggested as mitigation measures are proposed to mitigate the direct and cumulative impacts of the proposed CSUN Master Plan project on the surrounding street system. As a state educational entity, however, CSUN is not legally responsible for funding or constructing improvements to the local or state highway system. Funding and implementation of these mitigation measures would be the responsibility of public agencies other than CSUN, such as the City of Los Angeles and Caltrans.

V. NEIGHBORHOOD TRAFFIC IMPACT ANALYSIS

An analysis of the potential for impacts on streets in residential neighborhoods surrounding the CSUN campus was conducted for the following street segments, using the City of Los Angeles’ significant criteria for neighborhood street traffic impacts:

New machine counts were conducted over a 24-hour period in March 2005 at the eight analyzed segments. Table 13 summarizes the existing daily traffic volumes. Appendix B contains the original traffic count data.

AVERAGE DAILY TRAFFIC SIGNIFICANT IMPACT CRITERIA

The City of Los Angeles established threshold criteria used to determine significant impacts to neighborhood streets attributable to proposed projects based on increases in the final daily volumes, as indicated below:

70 TABLE 13 NEIGHBORHOOD STREET SEGMENT ANALYSIS

Cumulative Plus Existing ADT Cumulative Base Project ADT Project-Related Percent of Final LOCATION Classification [a] Significant Impact (2005) ADT (2035) [b] (2035) Increase in ADT ADT Final ADT

1 Prairie Street, west of Reseda Boulevard Collector 3,294 3,788 3,946 158 4% NO

2 Vincennes Street, west of Darby Avenue Local 3,210 3,692 3,692 * * NO

3 Dearborn Street, west of Darby Avenue Local 2,951 3,394 3,789 395 10% YES

4 Prairie Street, west of Darby Avenue Collector 5,087 5,850 6,008 158 3% NO

5 Etiwanda Avenue, north of Halsted Street Collector 3,195 3,674 3,674 * * NO

6 Etiwanda Avenue, south of Nordhoff Street Collector 2,535 2,915 3,864 949 25% YES

7 Zelzah Avenue, south of Nordhoff Street Collector 3,735 4,295 4,453 158 4% NO

8 Prairie Street, east of Zelzah Avenue Collector 1,311 1,508 3,089 1,581 51% YES

ADT = Average Daily Traffic ADT counts were conducted on Wednesday, March 30, 2005 [a] Street classification per Northridge Community Plan [b] Cumulative base ADT volumes was calculated by increasing Existing ADT by 0.5% per year for an equivalent growth of 15% over 30 years. * Negligible

Significance Criteria

Final ADT Project Related Increase Less than 1,000 120 trips or more 1,000 or more 12% or more of Final ADT 2,000 or more 10% or more of Final ADT 3,000 or more 8% or more of Final ADT

Projected Average Daily Traffic Project-Related With Project (Final ADT) Increase in ADT Less than 1,000 120 trips or more 1,000 or more 12% or more of final ADT 2,000 or more 10% or more of final ADT 3,000 or more 8% or more of final ADT

CUMULATIVE PLUS PROJECT NEIGHBORHOOD IMPACT ANALYSIS

Year 2035 daily volumes were projected as described in Chapter III for the cumulative base and cumulative plus project scenarios. Table 13 summarizes the results of the neighborhood traffic impact analysis.

Using the City’s significance criteria, the proposed project would significantly impact three of the eight analyzed segments. The significantly impacted segments are as follows:

• Dearborn Street west of Darby Avenue • Etiwanda Avenue south of Nordhoff Street • Prairie Street east of Zelzah Avenue

NEIGHBORHOOD IMPACT MITIGATION MEASURES

Mitigation of neighborhood traffic intrusion impacts requires development and implementation of neighborhood traffic management plan(s) that would identify measures to make local routes less attractive to through traffic, such as turn restrictions, chokers or narrowing of street widths, diverters or semi-diverters, cul-de-sacs or street closures, speed humps, and stop signs. Because implementation of neighborhood traffic controls on one street can cause intruding traffic to shift to other streets, an effective neighborhood traffic management plan can only be implemented on an areawide basis with all affected parties involved in development of the plan, including neighborhood residents, council representatives, planners, and traffic engineers.

The City of Los Angeles has a neighborhood traffic management process in place that includes a number of specific steps. In the event that neighbors are concerned with the potential impact of a proposed project, they may petition LADOT for a neighborhood traffic study. If traffic conditions have changed and if LADOT staff believes that the changes are attributable to the project, LADOT staff will work with the neighbors to identify traffic calming/traffic management improvements that would address the traffic problem. If the neighbors agree that the suggested solutions are workable, the improvements are installed on a trial basis. Once the improvements have been in place for a sufficient trial (usually six months) the neighbors are asked if they want the improvements to be installed on a permanent basis. If a sufficient number of neighbors approve, the improvements are installed permanently.

As a state educational entity, CSUN is not legally responsible for funding or constructing improvements to the local or state highway system. Mitigation of these impacts would be the responsibility of public agencies other than CSUN, such as the City of Los Angeles. Furthermore, the CSUN Master Plan EIR cannot unilaterally impose the measures and, as such, the significantly impacted neighborhood street segments as listed in the previous section would remain significant for the purposes of this study.

VI. REGIONAL TRANSPORTATION SYSTEM IMPACT ANALYSIS

This section presents an analysis of potential project impacts on the regional transportation system, including impacts on the regional freeway system, impacts on other major surface streets included in the CMP arterial network, and impacts on the public transit system. This analysis was conducted in accordance with the transportation impact analysis procedures outlined in the LACMTA CMP requirements.

REGIONAL HIGHWAY SYSTEM ANALYSIS LOCATION SELECTION

The Los Angeles County CMP regional road network includes all state highways in Los Angeles County and selected major streets within and between various communities. Within the study area, SR-118, I-405, Topanga Canyon Boulevard, Victory Boulevard and Ventura Boulevard are all part of the CMP road network.

Using the university’s zip code analysis discussed in Chapter III, the geographic locations of student, faculty/staff residents were taken into consideration when identifying the freeways used to get to campus. Students and faculty/staff who reported zip codes along the I-405 freeway for example, were expected to use it to access the campus. The percentage traveling along each segment of the freeway was determined based on the proximity of the reported percentage at zip codes along a particular freeway.

The proposed project is expected to add more new trips to the segments of SR-118 and I-405 within the study area than to those freeway segments either further to the east or west along the SR-118 freeway or to segments further north and south along the I-405 freeway. Thus, the maximum level of project impact on the freeway system would be expected at these locations. The selection of freeway routes for analysis was determined by a combination of the estimated number of project trips added and the locations of nearby CMP freeway monitoring stations. It

74 was assumed that current geographic draw of the campus would remain the same at Master Plan buildout.

The CMP program states that a freeway analysis must be conducted if 150 or more trips attributable to the proposed project are added to a mainline freeway monitoring location in either direction during the morning or afternoon peak hour. A CMP arterial intersection analysis must be conducted if 50 or more peak hour project trips are added to a CMP arterial intersection.

Zip code data showed approximately 6% of the current campus trips arrived at CSUN on SR-118 west of Tampa Avenue, approximately 15% of the project trips along the SR-118 between Tampa Avenue and the I-405 junction and approximately 20% east of the I-405 junction. Along the I-405, zip code data showed approximately 2% of the current campus trips arrived at CSUN from north of the SR-118 junction, approximately 7% between the SR-118 junction and the Nordhoff Street interchange and approximately 20% from south of the Nordhoff Street interchange. Figure 10 in Chapter III illustrates the distribution of current campus trips.

Along with the CMP significant traffic impact criteria and the locations of the CMP freeway monitoring stations, it was determined that segments of the SR-118 and I-405 freeways would be analyzed. There would be fewer than 150 project trips traveling along the nearby Golden State (I- 5) Freeway, the Ventura (US-101) Freeway, the Foothill (I-210) Freeway, SR-170 and SR-134. The following are the five CMP freeway-monitoring stations located within a 10-mile radius of CSUN, along the SR-118 and I-405 freeways analyzed:

Along SR-118 • east of Woodley Avenue • at LA/Ventura County Line • west of Junction Route 210

Along I-405 • north of Roscoe Boulevard • south of Mulholland Drive

In addition to the specific CMP monitoring stations, all segments along the SR-118 between the Los Angeles/Ventura County Line to the west and the I-210 junction to the east were included in

75 the analysis. All segments along the I-405 between the Route 5 junction to the north and the segment just south of the Mulholland Drive interchange to the south were included in the analysis.

CMP SIGNIFICANT TRAFFIC IMPACT CRITERIA

Project impact for CMP is considered significant if the proposed project traffic increase on a CMP facility causes the CMP facility to degrade to LOS F (V/C > 1.00). If the CMP facility operates at LOS F under cumulative base conditions and project traffic causes an incremental change in the V/C ratio of 0.02 or more, the proposed project development would have a significant impact. The proposed development would not have a regionally significant impact, regardless of the increase in V/C ratio, if the analyzed facility operates at LOS E or better after the addition of the project traffic.

FREEWAY IMPACT ANALYSIS

Freeway Level of Service Methodology

Freeway segment levels of service were determined based on V/C ratios and the definitions shown in Table 14. In accordance with values established in the HCM 2000 (Transportation Research Board, 2000), a LOS E service capacity of approximately 2,200 vehicles per hour per lane (vphpl) was used for freeway mixed-flow lanes. For the purposes of this analysis, auxiliary lanes and high occupancy vehicle (HOV) lanes were analyzed at half the capacity of a mainline mixed-flow lane. The number of lanes at each of the analyzed segments was surveyed in May 2005.

Existing Conditions

Ronald Reagan Freeway (SR-118). The segment analyzed along the Ronald Reagan Freeway spans from the Ventura/Los Angeles County Line to the junction at I-210. The section from Balboa Boulevard to the I-405 junction in the westbound direction is currently operating at

76 TABLE 14 LEVEL OF SERVICE DEFINITIONS FOR FREEWAY MAINLINE SEGMENTS

Level of Service Volume/Capacity Ratio A 0.00 - 0.35 B >0.35 - 0.54 C >0.54 - 0.77 D >0.77 - 0.93 E >0.93 - 1.00 F(0) >1.00 - 1.25 F(1) >1.25 - 1.35 F(2) >1.35 - 1.45 F(3) >1.45

LOS F during one or both peak periods. LOS analysis showed that operations in the eastbound direction are better (LOS E or better) with only the segment between Reseda Boulevard and Balboa Boulevard operating at LOS F in the afternoon peak period.

San Diego Freeway (I-405). The analyzed segment of San Diego Freeway spans from the junction at the I-5 to the segment just south of the Mulholland Drive interchange. In the northbound direction, current LOS analysis showed that I-405 is operating at LOS D or better with the exception of the segment between the Mulholland Drive interchange and the US 101 junction. At this particular segment, I-405 is operating at LOS F during the afternoon peak period.

Freeway operations in the southbound direction also show good levels of service (LOS E or better) along most segments with the exception of two locations: the segment between the Getty Center Drive interchange and the Mulholland Drive interchange is operating at LOS F during the morning peak period and the segment between Nordhoff Street and the SR-118 junction is operating at LOS F during the morning peak period.

The existing LOS analysis indicated that there was a dominant directional traffic flow for the I-405. Traffic operations were generally worse southbound during the a.m. peak period and northbound during the p.m. peak period.

Existing freeway LOS analysis is summarized in Table 15.

Cumulative (2035) Base Conditions

Projected year 2035 cumulative base peak hour traffic volumes were developed by adjusting the existing freeway mainline traffic volumes, from the Caltrans 2004 Traffic Volumes on California State Highways, using growth factors derived from the SCAG regional travel demand model on the SR-118 and I-405, as discussed in Chapter III. A growth factor of 0.3% and 0.7% per year for a.m. and p.m. peak periods respectively was used for the SR-118 and I-405 freeways.

Projected V/C ratios and LOS with these volumes are shown in Table 15. Four analyzed segments along the SR-118 freeway are projected to operate at LOS F during either the morning

78 TABLE 15 FREEWAY MAINLINE LEVEL OF SERVICE ANALYSIS

LANES & CAPACITY EXISTING CONDITIONS (YEAR 2005) CUMULATIVE CONDITIONS (YEAR 2035) PROJECT CUMULATIVE PLUS PROJECT (2035) SIGNIFICANT IMPACT # of Lanes Capacity [1] North/Westbound South/Eastbound North/Westbound South/Eastbound TRIPS North/Westbound South/Eastbound North/Westbound South/Eastbound Project Signif. Project Signif. Freeway Analysis Peak Volume Volume Volume Volume Volume LOS* Volume LOS* V/C Impact V/C Impact Locations Hour N/WB* S/EB* N/WB S/EB [2] V/C LOS** [2] V/C LOS** [2] V/C LOS** [2] V/C LOS** North/East South/West [2] V/C * [2] V/C * change ? change ? between Tampa AM 5 4.5 11,000 9,900 9,869 0.90 D 8,252 0.83 D 10,855 0.99 E 9,077 0.92 D 24 66 10,879 0.99 E 9,143 0.92 D 0.00 No 0.00 No SR-118 Av & Reseda Bl PM 5 4.5 11,000 9,900 7,764 0.71 C 9,218 0.93 D 8,506 0.77 C 10,098 1.02 F(0) 64 35 8,570 0.78 D 10,133 1.02 F(0) 0.01 No 0.00 No

between Reseda AM 5.5 4.5 12,100 9,900 11,129 0.92 D 9,306 0.94 E 12,241 1.01 F(0) 10,236 1.03 F(0) 59 165 12,300 1.02 F(0) 10,401 1.05 F(0) 0.01 No 0.02 YES SR-118 Bl & Balboa Bl PM 5.5 4.5 12,100 9,900 8,755 0.72 C 10,394 1.05 F(0) 9,592 0.79 D 11,388 1.15 F(0) 161 88 9,753 0.81 D 11,476 1.16 F(0) 0.02 No 0.01 No between Balboa AM 5 5.5 11,000 12,100 11,916 1.08 F(0) 9,964 0.82 D 13,107 1.19 F(0) 10,960 0.91 D 165 59 13,272 1.21 F(0) 11,019 0.91 D 0.02 YES 0.00 No SR-118 Bl & Hayvenhurst Av PM 5 5.5 11,000 12,100 9,375 0.85 D 11,130 0.92 D 10,270 0.93 D 12,193 1.01 F(0) 88 161 10,358 0.94 E 12,354 1.02 F(0) 0.01 No 0.01 No between AM 5 6 11,000 13,200 12,861 1.17 F(0) 10,754 0.81 D 14,146 1.29 F(1) 11,829 0.90 D 165 59 14,311 1.30 F(1) 11,888 0.90 D 0.01 No 0.00 No SR-118 Hayvenhurst Av & Woodley Av PM 5 6 11,000 13,200 10,118 0.92 D 12,012 0.91 D 11,085 1.01 F(0) 13,160 1.00 E 88 161 11,173 1.02 F(0) 13,321 1.01 F(0) 0.01 No 0.01 No between Woodley AM 4.5 5 9,900 11,000 11,243 1.14 F(0) 9,907 0.90 D 12,367 1.25 F(0) 10,897 0.99 E 165 59 12,532 1.27 F(1) 10,956 1.00 E 0.02 YES 0.01 No SR-118 Av & Jct Rte 405 San Diego Fwy PM 4.5 5 9,900 11,000 10,616 1.07 F(0) 10,523 0.96 E 11,630 1.17 F(0) 11,528 1.05 F(0) 88 161 11,718 1.18 F(0) 11,689 1.06 F(0) 0.01 No 0.01 No between Jct Rte AM 5.5 6 12,100 13,200 10,269 0.85 D 9,166 0.69 C 11,296 0.93 D 10,081 0.76 C 221 79 11,517 0.95 E 10,160 0.77 C 0.02 No 0.01 No SR-118 405 & Jct Rte 5 Golden State Fwy PM 5.5 6 12,100 13,200 9,050 0.75 C 10,420 0.79 D 9,914 0.82 D 11,416 0.86 D 118 215 10,032 0.83 D 11,631 0.88 D 0.01 No 0.02 No between Jct Rte 5 AM 4.5 4 9,900 8,800 6,975 0.70 C 6,226 0.71 C 7,673 0.78 D 6,848 0.78 D 110 39 7,783 0.79 D 6,887 0.78 D 0.01 No 0.00 No SR-118 & San Fernando Rd PM 4.5 4 9,900 8,800 6,147 0.62 C 7,078 0.80 D 6,734 0.68 C 7,754 0.88 D 59 107 6,793 0.69 C 7,861 0.89 D 0.01 No 0.01 No between San AM 4.5 4.5 9,900 9,900 6,394 0.65 C 5,707 0.58 C 7,033 0.71 C 6,277 0.63 C 110 39 7,143 0.72 C 6,316 0.64 C 0.01 No 0.01 No SR-118 Fernando Rd & Glenoaks Bl PM 4.5 4.5 9,900 9,900 5,635 0.57 C 6,488 0.66 C 6,173 0.62 C 7,108 0.72 C 59 107 6,232 0.63 C 7,215 0.73 C 0.01 No 0.01 No between Glenoaks AM 4 4 8,800 8,800 6,172 0.70 C 4,043 0.46 B 6,789 0.77 C 4,447 0.51 B 110 39 6,899 0.78 D 4,486 0.51 B 0.01 No 0.00 No SR-118 Bl & Jct Rte 210 Foothill Fwy PM 4 4 8,800 8,800 4,670 0.53 B 5,596 0.64 C 5,117 0.58 C 6,131 0.70 C 59 107 5,176 0.59 C 6,238 0.71 C 0.01 No 0.01 No between Getty AM 5 4.5 11,000 9,900 5,800 0.53 B 10,351 1.05 F(0) 6,379 0.58 C 11,385 1.15 F(0) 143 51 6,522 0.59 C 11,436 1.16 F(0) 0.01 No 0.01 No I-405 Center Dr & Mulholland Dr PM 5 4.5 11,000 9,900 10,202 0.93 D 7,190 0.73 C 11,177 1.02 F(0) 7,877 0.80 D 76 139 11,253 1.02 F(0) 8,016 0.81 D 0.00 No 0.01 No between AM 4.5 5.5 9,900 12,100 5,739 0.58 C 10,242 0.85 D 6,312 0.64 C 11,266 0.93 D 143 51 6,455 0.65 C 11,317 0.94 E 0.01 No 0.01 No I-405 Mulholland Dr & Jct Rte 101 PM 4.5 5.5 9,900 12,100 10,095 1.02 F(0) 7,114 0.59 C 11,059 1.12 F(0) 7,794 0.64 C 76 139 11,135 1.12 F(0) 7,933 0.66 C 0.00 No 0.02 No

between Jct Rte AM 4.5 4.5 9,900 9,900 4,599 0.46 B 8,208 0.83 D 5,059 0.51 B 9,028 0.91 D 165 59 5,224 0.53 B 9,087 0.92 D 0.02 No 0.01 No I-405 101 & Burbank Bl PM 4.5 4.5 9,900 9,900 8,090 0.82 D 5,701 0.58 C 8,863 0.90 D 6,246 0.63 C 88 161 8,951 0.90 D 6,407 0.65 C 0.00 No 0.02 No

between Burbank AM 4.5 4.5 9,900 9,900 4,354 0.44 B 9,171 0.93 D 4,789 0.48 B 10,088 1.02 F(0) 165 59 4,954 0.50 B 10,147 1.02 F(0) 0.02 No 0.00 No I-405 Bl & Victory Bl PM 4.5 4.5 9,900 9,900 8,749 0.88 D 6,296 0.64 C 9,585 0.97 E 6,898 0.70 C 88 161 9,673 0.98 E 7,059 0.71 C 0.01 No 0.01 No

between Victory Bl AM 4.5 4.5 9,900 9,900 4,393 0.44 B 9,253 0.93 D 4,832 0.49 B 10,178 1.03 F(0) 210 75 5,042 0.51 B 10,253 1.04 F(0) 0.02 No 0.01 No I-405 & Sherman Wy PM 4.5 4.5 9,900 9,900 8,827 0.89 D 6,353 0.64 C 9,671 0.98 E 6,960 0.70 C 112 204 9,783 0.99 E 7,164 0.72 C 0.01 No 0.02 No

between Sherman AM 4.5 4.5 9,900 9,900 4,412 0.45 B 9,294 0.94 E 4,853 0.49 B 10,223 1.03 F(0) 210 75 5,063 0.51 B 10,298 1.04 F(0) 0.02 No 0.01 No I-405 Wy & Roscoe Bl PM 4.5 4.5 9,900 9,900 8,866 0.90 D 6,381 0.64 C 9,713 0.98 E 6,991 0.71 C 112 204 9,825 0.99 E 7,195 0.73 C 0.01 No 0.02 No

between Roscoe AM 5 4.5 11,000 9,900 4,566 0.42 B 9,521 0.96 E 5,022 0.46 B 10,473 1.06 F(0) 221 79 5,243 0.48 B 10,552 1.07 F(0) 0.02 No 0.01 No I-405 Bl & Nordhoff St PM 5 4.5 11,000 9,900 9,371 0.85 D 6,261 0.63 C 10,267 0.93 D 6,859 0.69 C 118 215 10,385 0.94 E 7,074 0.71 C 0.01 No 0.02 No between Nordhoff AM 4.5 4.5 9,900 9,900 5,435 0.55 C 10,658 1.08 F(0) 5,978 0.60 C 11,723 1.18 F(0) 28 77 6,006 0.61 C 11,800 1.19 F(0) 0.01 No 0.01 No I-405 St & Jct Rte 118 Simi Valley Fwy PM 4.5 4.5 9,900 9,900 8,487 0.86 D 6,704 0.68 C 9,298 0.94 E 7,345 0.74 C 75 41 9,373 0.95 E 7,386 0.75 C 0.01 No 0.01 No

Notes: * A half-lane indicates an auxiliary lane or HOV lane in this section of freeway. ** F(0) through F(3) represent gradations of LOS F (see Table 12). [1] Capacity of 2,200 vehicles per hour per lane assumed. [2] Existing volumes based on counts from Caltrans2004 Traffic Volumes on California State Highways and grown by 0.3% and 0.7% for a.m. and p.m. peak periods respectively or afternoon peak period in the east and westbound directions. Two analyzed segments along the I-405 are projected to operate at LOS F during the either the morning or afternoon peak period in the northbound direction and six segments in the southbound direction.

Cumulative (2035) plus Project Analysis

Projected year 2035 cumulative plus project peak hour traffic volumes were developed by adding project traffic to the cumulative base peak hour traffic volumes. Projected V/C ratios and levels of service with these volumes are shown in Table 15. Four analyzed segments along the SR-118 freeway are projected to operate at LOS F during either the morning or afternoon peak period, in the westbound direction; and five segments in the eastbound direction. Two analyzed segments along the I-405 are projected to operate at LOS F during either the morning or afternoon peak periods, in the northbound direction; and six segments in the southbound direction.

Significant impacts on the analyzed freeway segments were identified under cumulative plus project conditions. The significantly impact segments, indicated by direction and peak period are as follows:

Westbound • SR-118 between Balboa Boulevard and Hayvenhurst Avenue (a.m. peak period) • SR-118 between Woodley Avenue and the I-405 (a.m. peak period)

Eastbound • SR-118 between Reseda Boulevard and Balboa Boulevard (a.m. peak period)

Freeway Mitigation Measures

MAJOR REGIONAL SURFACE STREETS

Major regional arterial streets in the vicinity of the CSUN campus are Victory Boulevard, Topanga Canyon Boulevard (SR-27) and Ventura Boulevard. According to the LACMTA CMP, there are eight arterial monitoring stations located within five-mile radius of the University. They listed are as follows:

• Victory Boulevard at Balboa Boulevard • Victory Boulevard at Reseda Boulevard • Victory Boulevard at Winnetka Avenue • Victory Boulevard at Sepulveda Boulevard • Topanga Canyon Boulevard at Devonshire Street • Topanga Canyon Boulevard at Roscoe Boulevard • Topanga Canyon Boulevard at Route 118 westbound ramps • Ventura Boulevard at Winnetka Avenue

All of the monitoring stations are either located to the west or south of the University and are at least four miles from the campus.

The LACMTA CMP program states that a CMP arterial intersection analysis must be conducted if 50 or more peak hour project trips are added to a CMP arterial intersection. It is expected that 6% of the project traffic would originate from areas south of the project and 7% to and from the areas to the west of the project. Project trip distribution is illustrated in Chapter III, Figure 10. Fifty project trips represent approximately 3% of the total p.m. peak hour project trips.

The street network immediately adjacent to the campus is expected to be the most concentrated locations of project trips. The 7% of project traffic to and from the west is expected to use east/west arterials such as Devonshire Street, Lassen Street, Plummer Street and Nordhoff Street. It is assumed that the 7% of project traffic would disperse among the east/west arterials, resulting in less than 50 trips added to CMP arterial intersections located at least four miles to the west. Likewise, the 6% of project traffic to and from the south is assumed to disperse among north/south arterials such as Lindley Avenue, Reseda Boulevard, and Wilbur Avenue, resulting in less than 50 trips added to CMP arterial intersections located at least four miles to the south. As such, no further traffic analysis on CMP arterials is required and project impacts on CMP arterial monitoring intersections are insignificant.

CMP TRANSIT IMPACT ANALYSIS

Summary of Existing and Proposed Transit Services

Existing Transit Services. As discussed in Chapter II, CSUN is currently served by bus service provided by the Los Angeles County Metropolitan Authority (LACMTA), the Antelope Valley Transit Authority (AVTA), and the Los Angeles Department of Transportation (LADOT) Commuter Express Routes. Eight bus routes currently provide direct campus service along Zelzah Avenue, Nordhoff Street, Reseda Boulevard, Devonshire Street and Lassen Street.

Current schedules indicate that the existing transit routes in the vicinity of CSUN campus provide a combined total of about 240 buses operating per direction during the weekday on a daily basis, with about 24 and 23 buses per direction operating during the a.m. and p.m. peak hours, respectively. Table 16 summarizes the existing transit bus service operation.

Future Transit Services. The proposed San Fernando Valley North-South Transit Corridor Project (SFVNS) will enhance transit access to CSUN in the future. As discussed in Chapter III, the SFVNS includes implementation of Metro Rapid service along Reseda Boulevard and Nordhoff Street. This service, termed the Reseda Metro Rapid line, will begin at the corner of Ventura Boulevard and Reseda Boulevard in Tarzana and travel north along Reseda Boulevard to Nordhoff Street, east along Nordhoff Street to Woodley Avenue and then along portions of Woodley Avenue, Plummer Street, Sepulveda Boulevard, Brand Boulevard, and San Fernando Road to the Sylmar Metrolink Station. The Reseda Metro Rapid line would have a stop adjacent to the south side of the campus along Nordhoff Street between Lindley and Zelzah Avenues.

Currently, the Reseda Metro Rapid line does not have any information pertaining to the future transit operation schedule. As such, to project the future transit services, the San Fernando East-West Transit Corridor Project services at Pierce Community College and the Ventura Metro Rapid Line 750 were reviewed and used as a guideline to project the future transit services to be added by the Reseda Metro Rapid line.

82 TABLE 16 CMP TRANSIT ANALYSIS EXISTING TRANSIT SERVICES

Route Number of Buses Route Stops in CSUN Vicinity To From Per Direction, Per Weekday* MTA 158 on Devonshire Street Chatsworth Sherman Oaks AM Hour 3 at Tampa Avenue & Transportation Fashion PM Hour 1 at Balboa Boulevard Center Square Total Daily 22 MTA 239 on Zelzah Avenue Sylmar AM Hour 1 at Devonshire Street Encino San Fernando PM Hour 2 at Nordhoff Street & Metrolink Station Total Daily 18 MTA 168 on Lassen Street Chatsworth AM Hour 2 at Tampa Avenue & Transportation Pacoima PM Hour 2 at Balboa Boulevard Center Total Daily 9 MTA 167 on Nordhoff Street Chatsworth AM Hour 2 at Reseda Boulevard Transportation LA Valley College PM Hour 3 on Plummer Center Total Daily 28 at Balboa Boulevard MTA 166 on Nordhoff Street Chatsworth Metro Red Line AM Hour 5 at Reseda Boulevard Transportation Universal City PM Hour 10 at Balboa Boulevard Center Station Total Daily 67 MTA 240 on Reseda Boulevard Warner Center & Metro Red Line AM Hour 6 at Nordhoff Street Northridge Universal City PM Hour 5 at Devonshire Street Metrolink Station Station Total Daily 79 AV 787 on Plummer Street Lancaster/ West AM Hour 3 at Reseda Boulevard Palmdale San Fernando Valley PM Hour 0 on Reseda Boulevard Total Daily 9 at Devonshire Street CE 419 on Devonshire Street San Fernando Downtown AM Hour 2 at Reseda Boulevard & Valley Los Angeles PM Hour 0 at Balboa Boulevard Total Daily 8 TOTAL AM Hour 24 PM Hour 23 Total Daily 240 MTA - Metropolitan Transportation Authority CE - Los Angeles Department of Transportation (LADOT) Commuter Express AV - Antelope Valley Transit * AM is between 7:30 and 8:30 am; PM Hour is between 4:30 and 5:30 PM.

The operating scenario described in the Final Environmental Impact Report, San Fernando Valley East-West Transit Corridor (Metropolitan Transportation Authority, February 2002) projects that the bus rapid transit (BRT) project would provide five-minute bus frequencies during peak periods (12 buses per hour in each direction) along the BRT alignment in the vicinity of Pierce College. Currently, the Ventura Metro Rapid Line 750 at Ventura Boulevard and Reseda Boulevard runs 10 buses per hour between 7:30 and 8:30 a.m. and six buses per hour between 4:30 and 5:30 p.m. per direction during the weekday.

The Reseda Metro Rapid line is expected to connect to both the BRT and the Ventura Metro Rapid Line 750 and is assumed to operate on a similar frequency during the peak hour (between 10 and 12 buses per hour in each direction). It is assumed that the Reseda Metro Rapid would provide 10 buses during the peak hour along Nordhoff Street in each direction.

The anticipated increase in service levels translates to a substantial increase in the bus frequencies over existing levels along Nordhoff Street.

Significance Criteria

Project impacts on public transit services would be considered significant if the project results in a substantial increase in ridership on the existing public transit system, creating capacity shortages on the system and thereby necessitating system improvements to accommodate additional transit service.

Projected Increase in CSUN Transit Trips

Potential increases in transit person trips generated at the CSUN campus were estimated as follows. The estimated number of existing and future vehicle trips was converted to person trips by multiplying the number of vehicle trips by a factor of 1.24 (the estimated existing average vehicle ridership). Baseline future transit trips were then estimated by multiplying the future person trips by a transit mode split of 3.0%.

The average vehicle ridership of 1.24 was estimated using a share of the average vehicle ridership found for students (1.18) through surveys conducted in May 2000 and a share of the average vehicle ridership found for faculty (1.35) from the 1999 Air Quality Management District (AQMD) report for CSUN.

As shown in Table 17, this results in an estimated increase in campus-generated transit person trips based solely on the projected increases in academic population and the north campus retail of approximately 1,059 daily trips, 88 trips during the a.m. peak hour, and 93 trips during the p.m. peak hour.

As discussed above, however, the campus is located immediately adjacent to the Reseda Metro Rapid line. Also, as discussed in Chapter I, vehicular trip reductions due to enhanced transportation demand management measures are also anticipated as part of the proposed project. Therefore, to present a more conservative analysis, the potential future increase in transit person trips generated on the CSUN campus was also estimated assuming a 5% increase in the existing transit mode split, consistent with the anticipated vehicular trip reductions, to reflect proximity to the Reseda Metro Rapid line. Such an increased use of transit would apply to both existing and future persons on the CSUN campus, not just the net growth in persons. As shown in Table 17, under this scenario, projected net increases in transit trip generated on the campus are about 6,435 daily, 554 a.m. peak hour, and 568 p.m. peak hour trips.

Transit Impact Analysis

With the proposed addition of the Reseda Metro Rapid line, future transit service levels and capacity would be increased in the vicinity of the CSUN campus (along Nordhoff Street and Reseda Boulevard). While transit trips generated on the CSUN campus are projected to increase, significant impacts on transit system capacity are not anticipated given the number of new transit trips projected relative to the planned substantial increases in future transit system capacity.

85 TABLE 17 CMP TRANSIT ANALYSIS FUTURE TRANSIT SERVICES

Factor Daily AM Peak Hour PM Peak Hour

Existing Trips Vehicle Trips [a] 58,246 5,139 5,139 Person Trips [b] 1.24 72,225 6,372 6,372

Transit Person Trips [c] 3.00% 2,167 191 191

Future Trips Vehicle Trips [a,d] 86,710 7,510 7,649 Person Trips [b] 1.24 107,520 9,312 9,485

Transit Person Trips: Existing Mode Split [c,d] 3.00% 3,226 279 285 Increased Transit Use [e] 8.00% 8,602 745 759

Net New Trips Vehicle Trips [a,d] Person Trips [b] 35,295 2,940 3,113

Transit Person Trips Existing Mode Split [c,d] 1,059 88 93 Increased Transit Use [e] 6,435 554 568

[a] Estimated existing and future vehicle trips from Table 9. [b] Person trips estimated using a share of 1.18 AVR student from CSUN May 2000 survey and a share of 1.35 AVR faculty from 1999 AQMD. [c] Existing transit mode split is estimated using a share of 2% student and 5% faculty from the CSUN May 2000 survey and from the 1999 AQMD respectively. [d] Assumes continuation of existing mode splits and AVR. [e] Future transit person trips assuming 5% increase in existing transit mode split due to proximity of Reseda Metro Rapid Line and other demand reduction strategies.

VII. PARKING IMPACT ANALYSIS

This chapter presents an analysis of the projected future parking supply and peak parking demands associated with buildout of the proposed CSUN Master Plan to ensure that the plan provides sufficient parking supply to accommodate the projected needs.

Based on the Draft Los Angeles CEQA Threshold Guide, a project would normally considered to have a significant impact on parking if the project provides less parking than needed as determined through an analysis of project demand. Therefore under this guidance, the proposed project would be considered to have a significant parking impact if the number of spaces required to accommodate project activities exceeds the number of parking spaces provided.

CAMPUS PARKING DEMAND PROJECTIONS

The parking analysis for the proposed project was conducted using customized parking demand rates established for CSUN in the California State University Northridge, Parking Feasibility Study (Kaku Associates Inc., February 2001). A parking model based on user surveys and validated against campus utilization surveys found that the peak demand rates for the CSUN are approximately 0.39 spaces per commuter FTE, 0.63 spaces per student dormitory bed, 0.58 per campus employee (faculty/staff) and 2% of the total FTE parking needs for visitors to the university. The details of the technical approach to the parking ratios can be found in the 2001 study.

The estimated current and projected future campus parking demands are calculated in Table 18 and Table 19. Table 18 illustrates the existing and projected parking needs for the commuters (students, faculty/staff and visitors) to the campus. Table 19 illustrates the parking needs for on- campus residents.

87 Kaku Associates, Inc. 9/1/2005

TABLE 18 PROJECTED CSUN PEAK PARKING NEEDS COMMUTER STUDENTS, COMMUTER FACULTY/STAFF AND VISITORS ENVISION 2035 CONSENSUS SCENARIO AS OF 8/24/05

Students Faculty/Staff Daytime Total Projected Student Commuter Students Faculty Commuter Faculty/Staff Visitor/Misc. Events Parking Need [e] Total Housing Commuter Peak Parking Spaces Total Housing Commuter Peak Parking Spaces Peak Parking Spaces Peak Peak Parking Spaces Year FTES [a] Beds FTES [a] Demand Need-5 [b] Emp. [c] Units Emp. [c] Demand Need-5 [b] Demand Need-5 [b] Spaces [d] Demand Need-5 [b]

Projections Based on Current Demand Ratios Fall 2003 24,473 2,400 22,073 8,608 9,038 3,981 0 3,981 2,309 2,424 218 229 677 11,812 12,368 Master Plan Buildout 35,000 5,388 29,612 11,549 12,126 5,693 622 5,071 2,941 3,088 290 305 677 15,457 16,196 Master Plan Change 10,527 2,988 7,539 2,941 3,088 1,712 622 1,090 632 664 72 76 0 3,645 3,828 From 2003-04 43% 34% 34% 34% 43% 27% 27% 27% 33% 33% 0% 31% 31% Parking Demand Factor 0.39 sp./commuter FTES [f] 0.58 sp./employee [f] 2% [f] Circulation Contingency 0% 5% 0% 5% 0% 5% 0% 5%

Projections Assuming Demand Reductions Demand Reduction 12.5% 12.5% Reduced MP Buildout 10,105 10,610 2,573 2,702 13,646 14,294 Reduced MP Change 1,497 1,572 264 278 1,834 1,368 From 2003-04 17% 17% 11% 11% 16% 11%

Notes: a. Existing FTES from: "California State University Northridge, Fall 2003 Profile." Commuter FTES calculated by subtracting student housing beds from total FTES. b. Parking need defined as estimated peak demand plus circulation contingency factor. "Need-5" scenario assumes a 5% circulation contingency. c. Existing faculty/staff from "California State University Northridge, Fall 2003 Profile." Faculty/staff at Master Plan buildout assumed to increase at same rate as projected growth in FTES (43%). Commuter faculty/staff calculated by subtracting proposed faculty housing units from total faculty/staff. d. Allowance for daytime events at USU, University Club, Performing Arts Theater, and Satellite Student Union. Source: CSUN "Parking Feasibility Study," February 2001, Table 12. e. Total does not include parking for student and faculty housing units. f. Parking demand ratios developed from CSUN empirical data. Source: CSUN "Parking Feasibility Study," February 2001, Tables 10 and 11. Kaku Associates, Inc. 9/1/2005 TABLE 19 PROJECTED CSUN PEAK PARKING NEEDS STUDENTS AND FACULTY RESIDING ON CAMPUS ENVISION 2035 CONSENSUS SCENARIO AS OF 8/24/05

Students Residing on Campus Students Peak Parking Spaces Year (beds) Demand Need-5 [a]

Projections Based on Current Demand Ratios Fall 2003 2,400 1,512 1,588 Master Plan Buildout 5,388 3,394 3,564 Master Plan Change 2,988 1,882 1,976 From 2003-04 125% 124% 124% Parking Demand Factor 0.63 sp./dorm student [c] Circulation Contingency [a] 0% 5%

Notes: [a] Parking need defined as estimated peak demand plus circulation contingency factor. "Need-5" scenario assumes a 5% circulation contingency. [b] Parking for faculty townhomes are assumed to be provided by each unit and thus are not included in the calculation. [c] Parking demand ratios developed from CSUN empirical data. Source: CSUN "Parking Feasibility Study," February 2001, Tables 10 and 11.

Existing Parking Demands

CSUN currently has approximately 24,473 FTE students. Of the 24,473 FTEs, approximately 2,400 students reside on campus. The number of commuter FTEs requiring parking on-campus is 22,073 (24,473 less 2,400). Applying a demand of 0.39 spaces per commuter FTE, the current campus parking demand from the commuter standpoint is approximately 8,610 spaces. Likewise, applying a demand of 0.63 spaces per resident student, the current campus parking demand from the student-housing standpoint is approximately 1,510 spaces. There are approximately 3,980 staff and faculty serving the campus, translating into a parking demand of 2,310 spaces. Visitors account for approximately 2%, or about 220 spaces.

In the February 2001 study, it was also found that the campus supports daytime events at the USU, University Club, Performing Arts Theater, and Satellite Student Union. Peak usage at said venues generates approximately 677 parking spaces. With daytime events, the overall parking demand of the campus is estimated at approximately 13,320 parking spaces.

The CSUN Master Plan also assessed parking demand in terms of circulation. The current parking supply is not centrally located, with parking structures and lots are on the east and west sides of the campus. This creates vehicle circulation not only within the supply, but also along campus perimeter streets, namely Zelzah Avenue and Nordhoff Street to and from the east and west of the campus. Providing a parking supply contingency could reduce vehicular circulation.

With a contingency of 5%, the overall existing parking need at CSUN is estimated at approximately 13,960 parking spaces. The 5% contingency of the existing demand is approximately 640 spaces more than the estimated existing demand. The estimated 640 spaces are expected to improve circulation in the parking supply.

The estimated current campus demand of 13,320 parking spaces is served by a combination of on-campus parking structures and parking lots and on-street parking at the perimeter streets fronting the campus (i.e., Zelzah Avenue, Nordhoff Street, and Darby Avenue) and in the vicinity of the campus.

Projected Parking Demands at Master Plan Buildout

The proposed CSUN Master Plan projects the campus will grow to 35,000 FTE with almost 5,400 residential student beds by the year 2035. Tables 18, 19 and 20 indicate the projected parking demands and parking needs for the various academic activities on the campus at full buildout of the Master Plan, based on the empirical peak demand factors developed in the Parking Feasibility Study. Calculating the future parking demand for all categories, it is estimated that the campus would need approximately 12,130 spaces for commuter students, 3,560 spaces for resident students, 3,090 spaces for faculty and staff, 300 spaces for visitors, and 680 spaces for daytime events, for a total need for approximately 19,760 spaces if demand reduction measures were not taken into account but assuming a 5% contingency factor.

As discussed in Chapter I, the Master Plan includes a demand reduction component intended to reduce peak parking demand via implementation of a number of measures including expanded internal campus tram, provision of an on-campus transit center to increase public transit service to the campus, provision of a Reseda Metro Rapid bus stop on Nordhoff Street at Lindley Avenue adjacent to the campus, and demand management measures such as implementation of alternative work schedules for campus staff, transit subsidies and rideshare support, and altering class schedules to spread parking demand away from the peak weekday morning to afternoons and other non-peak days. It is anticipated that the proposed measures combined could reduce parking demand during the peak parking demand period (weekday mid- and late-morning hours) by approximately 12.5%.

As indicated in Tables 18, 19 and 20, with the Master Plan demand reduction component, it is estimated that the campus would need approximately 10,610 spaces for commuter students, 3,120 spaces for resident students, 2,700 spaces for faculty and staff, 300 spaces for visitors, and 680 spaces for daytime events, for a total need for approximately 17,410 spaces.

PROPOSED PARKING SUPPLY

The proposed project would remove and replace a portion of the existing parking supply serving the campus. The plan also calls for construction of new parking garages.

91 TABLE 20 CSUN MASTER PLAN ACADEMIC PARKING SUPPLY/DEMAND ANALYSIS ENVISION 2035 CONSENSUS SCENARIO AS OF 08/24/05

COMMUTER STUDENTS, COMMUTER FACULTY/STAFF AND VISITORS DEMAND PROJECTED PEAK PARKING PROJECTED PEAK PARKING REDUCTION NEEDS [a] PROPOSED PARKING SUPPLY [c] SURPLUS/(SHORTFALL) [d] SCENARIO 0% Cont. 5% Cont. On-Campus On-Street Total 0% Cont. 5% Cont. 0% 15,457 16,196 13,597 537 14,134 (1,323) (2,062) 12.5% 13,646 14,294 13,597 537 14,134 488 (160)

STUDENT HOUSING DEMAND PROJECTED PEAK PARKING PROJECTED PEAK PARKING REDUCTION NEEDS [b] PROPOSED PARKING SUPPLY [d] SURPLUS/(SHORTFALL) SCENARIO 0% Cont. 5% Cont.Estimated Total 0% Cont. 5% Cont. 0% 3,394 3,564 3,394 0 (170) 12.5% 2,970 3,119 3,394 424 275

CAMPUS WIDE TOTAL DEMAND PROJECTED PEAK DEMAND PROJECTED PEAK PARKING REDUCTION NEEDS PROPOSED PARKING SUPPLY SURPLUS/(SHORTFALL) [d] SCENARIO 0% Cont. 5% Cont. On-Campus On-Street [e] Total 0% Cont. 5% Cont. 0% 18,851 19,760 16,991 537 17,528 (1,323) (2,232) 12.5% 16,616 17,413 16,991 537 17,528 912 115

Notes: [a] From Table P-1. Parking needs are projected for two circulation contingency scenarios (0%, and 5%) and demand reduction scenario. [b] From Table P-2. Parking needs are projected for two circulation contingency scenarios (0%, and 5%). [c] Parking supply = 13,597 spaces to be provided on campus for commuters/visitors plus 537 on-street spaces on perimeter streets. 13,597 spaces include existing structure B2/B3, B5, surface lots B2, B4, D1, E5, Structure B1, G3, G4 and G6. Source: AC Martin Consensus Scenario Parking Plan, dated August 24, 2005. [d] Parking supply = assumes 3,394 spaces to be provided on campus for student housing. 3,394 spaces include Structures B6, F9, Lots B5, B6, E6, G7, G8, G9, and a portion of Structure G6. Source: AC Martin Consensus Scenario Parking Scenario, dated August 2 [e] The 537-space on-street parking supply was approximated along the perimeter streets fronting the campus. The inventory was taken as part of the CSUN Feb. 2001 parking study. The perimeter streets include portions of Darby Avenue, Halsted Street, Lassen Street, Lindley Avenue, Nordhoff Street, and Zelzah Avenue. The 537-space future on-street parking supply estimate does not include the campus-controlled permit and metered spaces on the east side of Lindley Avenue between Lassen Street and Halsted Street. It also does not include existing on-street spaces on Bertrand Avenue, Dearborn Avenue, and Prairie Street west of Zelzah Avenue that will be eliminated.

Figure 1 illustrates the existing and future parking locations as proposed at Master Plan buildout. Areas in blue blocks are the locations of the proposed parking garages. Areas in dark gray identify the existing parking garages and areas in light gray identify existing and future surface parking lots.

Corresponding with Figure 1, Appendix E lists the parking locations by lot names and their intended uses. The future G-6 parking garage would be shared between commuters and the student housing. Existing surface parking at G12 would be reserved for the community and users of the proposed recreation center in the north campus. The commuter category would include commuter students, faculty/staff, visitors and event-goers.

The total number of on-campus parking spaces provided for academic use (commuter students, commuter faculty/staff, visitors, and student housing) at Master Plan buildout is estimated at approximately 16,991 spaces. Including an estimated 537 future on-street spaces located on perimeter streets immediately adjacent to the campus,1 the total available supply would be approximately 17,528 spaces.

In addition, the CSUN Master Plan envisions that separate parking supplies would be provided for the proposed faculty/staff housing components of the plan and for the retail space to be located north of Lassen Street at the corner of Zelzah Avenue and Lassen Street, with sufficient parking provided to accommodate needs based on City parking code requirements and/or demand studies specific to the uses. These spaces would be an addition to the approximately 16,991 campus spaces.

1 The 537-space future on-street parking supply was estimated for the perimeter streets fronting the campus including portions of Darby Avenue, Halsted Street, Lassen Street, Lindley Avenue, Nordhoff Street, and Zelzah Avenue. The future on-street perimeter parking supply estimate does not include the campus-controlled permit and metered spaces on the east side of Lindley Avenue between Lassen Street and Halsted Street, nor does it include the existing on-street spaces on Bertrand Avenue, Dearborn Avenue, and Prairie Street west of Zelzah Avenue that will be eliminated.

COMPARISON OF PROJECTED DEMAND TO PROPOSED SUPPLY

Table 20 provides a side-by-side comparison of the project parking demand at Master Plan buildout and the project’s proposed parking supply.

Without taking into consideration the proposed measures to reduce demand, the campus would experience parking shortfalls. Assuming a 5% circulation contingency and no demand reduction, it is projected that the campus would experience a parking shortfall of approximately 2,230 spaces.

With consideration of the effects of the demand reduction element of the Master Plan, however, the campus is projected to experience a parking surplus. Assuming a 5% circulation contingency and peak demand reductions, a surplus of approximately 115 spaces is projected.

VIII. SUMMARY AND CONCLUSIONS

This study was undertaken to analyze the potential traffic impacts and circulation impacts of the CSUN Master Plan on the local and regional transportation system. The following summarizes the results of this analysis:

• The project would consist of new or renovated academic buildings and facilities, campus housing, campus parking facilities, and support facilities to accommodate a projected enrollment of 35,000 student full-time equivalent (FTE) over the buildout period of the Master Plan to year 2035.

• Components of the Master Plan include approximately 1,150,000 gross s.f. of new academic and administrative building space, approximately 2,500 student-housing beds, approximately 650 units of faculty/staff housing, approximately 43,000 s.f. of local-serving retail and approximately 3,500 to 4,000 new parking spaces distributed throughout the campus.

• The project includes implementation of a demand reduction program with the intent to reduce peak parking demand and peak hour trips generated by the campus. The demand reduction program will consist of both physical and operational measures to encourage the use of alternate travel modes and/or shift activities away from peak demand periods.

• A total of 46 intersections were analyzed within the study area for this project. Forty-three of the 46 analyzed intersections are controlled by traffic signals. There are 19 locations currently operating at unacceptable levels of service (i.e., LOS E or F) during one or both of the morning and afternoon peak periods.

• The project is projected to generate a net external increase of approximately 19,520 daily trips, 1,500 weekday morning peak hour trips, and 1,660 weekday evening peak hour trips.

• Using the significance thresholds established by the City of Los Angeles, analysis of projected cumulative plus project conditions indicates that the proposed project would significantly impact 34 of the 46 intersections selected for analysis. Measures proposed to mitigate impacts at the study locations include the implementation of ATSAC and ATCS systems at existing signals, installation of a traffic signal at an unsignalized location, roadway restriping, and roadway widening. Application of the measures would mitigate the project impacts to a level below significance at all but two locations. The impacts would be reduced but not fully mitigated at two locations.

• Eight neighborhood street segments were analyzed for this project. Three of the eight analyzed segments would be significantly impacted by the project. The City of Los

Angeles has a neighborhood traffic management process in place that includes a number of specific steps. It is recommended that these steps be taken to address impacts.

• Freeway level of service analysis of SR-118 and I-405 indicated that, based on LACMTA CMP impact criteria, the project would significantly impact three segments along SR-118 during the a.m. peak period.

• As a state educational entity, CSUN is not legally responsible for funding or constructing improvements to the local or state highway system. Funding and implementation of mitigation measures would be the responsibility of public agencies other than CSUN, such as the City of Los Angeles and Caltrans.

• There are eight CMP arterial monitoring stations located within five-mile radius of the University. CMP arterial intersection analysis indicates that there would be fewer than 50 project vehicle trips added to each of the eight CMP arterial monitoring stations. Project impacts on CMP arterial monitoring intersections are therefore deemed insignificant.

• CMP transit analysis indicated that the transit trips generated on the CSUN campus are projected to increase at project buildout. It is also projected that the proposed San Fernando Valley North-South Transit Corridor Project will enhance transit access to CSUN in the future with the implementation of the Metro Rapid Service along Reseda Boulevard and Nordhoff Street. Significant impacts on transit system capacity are not anticipated given the number of new transit trips projected relative to the planned substantial increases in future transit system capacity.

• Based on application of the parking demand rates established in the Parking Feasibility Study by Kaku Associates, Inc. and including a 5% circulation contingency factor and a 12.5% demand reduction through the proposed demand reduction element of the Master Plan, it was projected that the campus would have an overall need for approximately 17,413 parking spaces at Master Plan buildout. The project would provide a future on- campus supply of about 16,991 parking spaces plus approximately 537 on-street spaces located on perimeter streets immediately fronting the campus, for a total future supply at buildout of about 17,528, yielding an estimated surplus of approximately 115 spaces.

REFERENCES

2002 Traffic Volumes on California State Highways, California Department of Transportation, 2002.

2004 Congestion Management Program for Los Angeles County, Los Angeles County Metropolitan Transportation Authority, July 22, 2004.

City of Los Angeles Planning and Zoning Code.

Draft Traffic Study for CSUN Campus Master Plan Update Master EIR, Kaku Associates, Inc., April 1998.

Final Report – California State University, Northridge, Parking Feasibility Study, Kaku Associates, Inc., February 2001.

Highway Capacity Manual, Transportation Research Board, 2000.

Manual on Uniform Traffic Control Devices for Streets and Highways, Federal Highway Administration, 2003.

San Fernando Valley North-South Transit Corridor Regionally Significant Transportation Investment Study, Los Angeles County Metropolitan Transportation Authority, April 2003.

Trip Generation, 7th Edition, Institute of Transportation Engineers, 2003.

APPENDIX A

INTERSECTION LANE CONFIGURATIONS INTERSECTION LANE CONFIGURATIONS

EXISTING CUMULATIVE CUMULATIVE PLUS FUTURE CONDITIONS BASE CONDITIONS PROJECT CONDITIONS MITIGATION

1 1

1. 118 WB Ramps & Rinaldi St Same As Existing Same As Existing Rinaldi St Rinaldi St

118 WB Ramps 118 WB Ramps

2. Reseda Bl & Rinaldi St Same As Existing Same As Existing Same As Existing Rinaldi St

Reseda Bl

3. Reseda Bl & 118 EB Ramps Same As Existing Same As Existing Same As Existing 118 EB Ramps

Reseda Bl

1 1

4. Balboa Bl & 118 WB Ramps Same As Existing Same As Existing 118 WB Ramps 118 WB Ramps

Balboa Bl Balboa Bl

5. Balboa Bl & 118 EB Ramps Same As Existing Same As Existing Same As Existing 118 EB Ramps

Balboa Bl

6. Reseda Bl & 119th St 119th St Same As Same As Chatsworth St Cumulative Base Cumulative Base

Reseda Bl Reseda Bl

7. Zelzah Av & Chatsworth St Chatsworth St Same As Same As Chatsworth St Cumulative Base Cumulative Base

Zelzah Av Zelzah Av

1 1

8. Balboa Bl & Chatsworth St Same As Existing Same As Existing Chatsworth St Chatsworth St

Balboa Bl Balboa Bl

9. Reseda Bl & Devonshire St Devonshire St Same As Same As Devonshire St Cumulative Base Cumulative Base

Reseda Bl Reseda Bl

Legend 1 ATSAC 2 ATCS and ATSAC INTERSECTION LANE CONFIGURATIONS

EXISTING CUMULATIVE CUMULATIVE PLUS FUTURE CONDITIONS BASE CONDITIONS PROJECT CONDITIONS MITIGATION

10. Lindley Av & Devonshire St Devonshire St Same As Same As Devonshire St Cumulative Base Cumulative Base

Lindley Av Lindley Av

1 1

11. Zelzah Av & Devonshire St Devonshire St Same As Devonshire St Devonshire St Cumulative Base

Zelzah Av Zelzah Av Zelzah Av

1 1

12. Balboa Bl & Devonshire St Same As Existing Same As Existing Devonshire St Devonshire St

Balboa Bl Balboa Bl

13. Woodley Av & Devonshire St Same As Existing Same As Existing Same As Existing Devonshire St

Woodley Av

1 1

14. 405 SB Ramps Devonshire St Same As Existing Same As Existing Devonshire St Devonshire St

405 SB Ramps 405 SB Ramps

15. 405 NB Ramps Devonshire St Same As Existing Same As Existing Same As Existing Devonshire St

405 NB Ramps

16. Tampa Av & Lassen St Same As Existing Same As Existing Same As Existing Lassen St

Tampa Av

17. Wilbur Av & Lassen St Same As Existing Same As Existing Same As Existing Lassen St

Wilbur Av

18. Reseda Bl & Lassen St Same As Existing Same As Existing Same As Existing Lassen St

Reseda Bl

Legend 1 ATSAC 2 ATCS and ATSAC INTERSECTION LANE CONFIGURATIONS

EXISTING CUMULATIVE CUMULATIVE PLUS FUTURE CONDITIONS BASE CONDITIONS PROJECT CONDITIONS MITIGATION

19. Lindley Av & Lassen St Same As Existing Same As Existing Same As Existing Lassen St

Lindley Av

20. Zelzah Av & Lassen St Same As Existing Same As Existing Same As Existing Lassen St

Zelzah Av

21. Balboa Bl & Lassen St Same As Existing Same As Existing Same As Existing Lassen St

Balboa Bl

22. Tampa Av & Plummer St Same As Existing Same As Existing Same As Existing Plummer St

Tampa Av

23. Wilbur Av & Plummer St Same As Existing Same As Existing Same As Existing Plummer St

Wilbur Av

24. Reseda Bl & Plummer St Same As Existing Same As Existing Same As Existing Plummer St

Reseda Bl

25. Zelzah Av & Plummer St Same As Existing Plummer St Plummer St Plummer St

Zelzah Av Zelzah Av Zelzah Av

26. White Oak Av & Plummer St Same As Existing Same As Existing Plummer St Plummer St

White Oak Av White Oak Av

27. Balboa Bl & Plummer St Same As Existing Same As Existing Plummer St Plummer St

Balboa Bl Balboa Bl

Legend 1 ATSAC 2 ATCS and ATSAC INTERSECTION LANE CONFIGURATIONS

EXISTING CUMULATIVE CUMULATIVE PLUS FUTURE CONDITIONS BASE CONDITIONS PROJECT CONDITIONS MITIGATION

28. Reseda Bl & Prairie St Same As Existing Same As Existing Same As Existing Prairie St

Reseda Bl

29. Zelzah Av & Prairie St Same As Existing Prairie St Same As Existing Prairie St

Zelzah Av Zelzah Av

30. White Oak Av & Prairie St Same As Existing Same As Existing Same As Existing Prairie St

White Oak Av

31. Tampa Av & Nordhoff St Same As Existing Same As Existing Same As Existing Nordhoff St

Tampa Av

32. Wilbur Av & Nordhoff St Same As Existing Same As Existing Same As Existing Nordhoff St

Wilbur Av

33. Reseda Bl & Nordhoff St Same As Existing Same As Existing Same As Existing Nordhoff St

Reseda Bl

34. Darby Av & Nordhoff St Same As Existing Same As Existing Same As Existing Nordhoff St

Darby Av

35. W University Dr & Nordhoff St Same As Existing Same As Existing Same As Existing Nordhoff St

W University Dr

36. E University Dr & Nordhoff St Same As Existing Same As Existing Same As Existing Nordhoff St

E University Dr

Legend 1 ATSAC 2 ATCS and ATSAC Stop Controlled INTERSECTION LANE CONFIGURATIONS

EXISTING CUMULATIVE CUMULATIVE PLUS FUTURE CONDITIONS BASE CONDITIONS PROJECT CONDITIONS MITIGATION

37. Zelzah Av & Nordhoff St Same As Existing Same As Existing Same As Existing Nordhoff St

Zelzah Av

38. White Oak Av & Nordhoff St Same As Existing Same As Existing Same As Existing Nordhoff St

White Oak Av

39. Balboa Bl & Nordhoff St Same As Existing Same As Existing Same As Existing Nordhoff St

Balboa Bl

40. Woodley Av & Nordhoff St Same As Existing Same As Existing Same As Existing Nordhoff St

Woodley Av

1 1

41. 405 SB Ramps & Nordhoff St Same As Existing Same As Existing Nordhoff St Nordhoff St

405 SB Ramps 405 SB Ramps

42. 405 NB Ramps & Nordhoff St Same As Existing Same As Existing Same As Existing Nordhoff St

405 NB Ramps

43. Reseda Bl & Parthenia St Same As Existing Same As Existing Same As Existing Parthenia St

Reseda Bl

44. Lindley Av & Parthenia St Same As Existing Same As Existing Same As Existing Parthenia St

Lindley Av

45. Reseda Bl & Roscoe Bl Same As Existing Same As Existing Same As Existing Roscoe Bl

Reseda Bl

Legend 1 ATSAC 2 ATCS and ATSAC INTERSECTION LANE CONFIGURATIONS

EXISTING CUMULATIVE CUMULATIVE PLUS FUTURE CONDITIONS BASE CONDITIONS PROJECT CONDITIONS MITIGATION

46. Lindley Av & Roscoe Bl Same As Existing Same As Existing Same As Existing Roscoe Bl

Lindley Av

Legend 1 ATSAC 2 ATCS and ATSAC

APPENDIX B

TRAFFIC COUNTS

INTERSECTIONS WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: THURSDAY, MARCH 10TH, 2005 AND WEDNESDAY, APRIL 6TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S 118 WB RAMPS & AMIGO AVENUE E/W RINALDI STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 87712211011781473903667 715-815 14 715-730 11 5 15 2 281 123 212 2 54 3 173 3 884 730-745 22 4 15 5 315 123 232 6 65 1 201 4 993 50 14 43 1181 745-800 935230212421677641705923 800-815 82852839020437511617847 460 815-830 18 2 6 4 232 98 211 6 62 2 159 1 801 830-845 81621548524235501022660 845-900 11 3 3 4 159 77 266 5 40 2 121 5 696 19 HOUR TOTALS 123456789101112 RINALDI STREET 705 270 18 864 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 50 19 42 10 1119 471 838 16 242 11 634 15 3467 9 715-815 50 14 43 14 1181 460 864 18 270 9 705 19 3647 118 WB RAMPS & AMIGO 730-830 57 11 34 16 1132 435 863 22 278 8 691 17 3564 745-845 43 8 25 13 971 397 873 19 268 7 592 15 3231 800-900 45 8 23 15 828 350 923 17 232 5 543 15 3004

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 93721501012221963531813912 500-600 19 415-430 52771491092312073236411980 430-445 10 1 5 1 142 92 222 28 80 3 371 5 960 25 9 14 550 445-500 831315597225167823955988 500-515 433612197227187444074968 385 515-530 33341481022382274539961007 530-545 6025137952262785145651045 545-600 12 3 6 4 144 91 235 20 79 2 402 12 1010 27 HOUR TOTALS 123456789101112 RINALDI STREET 1664 312 87 926 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 32 9 20 13 596 399 900 83 294 12 1448 34 3840 12 415-515 27 9 16 17 567 395 905 82 305 11 1537 25 3896 118 WB RAMPS & AMIGO 430-530 25 10 12 14 566 388 912 84 306 14 1572 20 3923 445-545 21 9 9 18 561 391 916 83 311 12 1657 20 4008 500-600 25 9 14 19 550 385 926 87 312 12 1664 27 4030 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 16 146 38 12 256 37 20 14 57 176 66 10 848 715-815 132 715-730 18 155 63 14 321 44 34 20 74 245 124 11 1123 730-745 16 122 61 16 348 31 36 29 77 298 178 13 1225 66 506 226 1294 745-800 12 104 50 48 329 57 30 27 82 243 123 20 1125 800-815 20 125 52 54 296 48 33 29 60 205 120 21 1063 180 815-830 14 122 50 13 246 39 28 30 75 237 103 24 981 830-845 13 88 23 17 161 27 35 24 64 285 72 17 826 845-900 17 90 26 9 160 31 33 19 63 295 77 24 844 65 HOUR TOTALS 123456789101112 RINALDI STREET 545 293 105 133 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 62 527 212 90 1254 169 120 90 290 962 491 54 4321 991 715-815 66 506 226 132 1294 180 133 105 293 991 545 65 4536 RESEDA BLVD. 730-830 62 473 213 131 1219 175 127 115 294 983 524 78 4394 745-845 59 439 175 132 1032 171 126 110 281 970 418 82 3995 800-900 64 425 151 93 863 145 129 102 262 1022 372 86 3714

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 14 60 24 20 140 32 67 66 109 250 282 32 1096 445-545 74 415-430 12 55 25 20 138 23 55 50 105 289 315 44 1131 430-445 15 55 27 21 131 23 51 40 100 247 313 24 1047 40 229 96 489 445-500 10 48 16 21 134 29 64 55 109 272 347 11 1116 500-515 13 71 29 16 93 29 48 46 102 272 304 24 1047 113 515-530 10 58 24 20 123 28 66 49 120 298 353 37 1186 530-545 7 52 27 17 139 27 59 42 118 273 365 29 1155 545-600 9 51 20 12 114 16 71 53 106 277 343 38 1110 101 HOUR TOTALS 123456789101112 RINALDI STREET 1369 449 192 237 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 51 218 92 82 543 107 237 211 423 1058 1257 111 4390 1115 415-515 50 229 97 78 496 104 218 191 416 1080 1279 103 4341 RESEDA BLVD. 430-530 48 232 96 78 481 109 229 190 431 1089 1317 96 4396 445-545 40 229 96 74 489 113 237 192 449 1115 1369 101 4504 500-600 39 232 100 65 469 100 244 190 446 1120 1365 128 4498 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 0 230 153 0 0 0 198 79 0 92 0 17 769 715-815 0 715-730 0 275 151 0 0 0 182 108 0 103 0 22 841 730-745 0 283 139 0 0 0 170 110 0 91 0 31 824 0 1142 534 0 745-800 0 311 111 0 0 0 163 109 0 103 1 29 827 800-815 0 273 133 0 0 0 130 102 0 126 0 20 784 0 815-830 0 247 129 0 0 0 151 107 0 112 0 23 769 830-845 0 273 111 0 0 0 137 96 0 114 3 28 762 845-900 0 319 98 0 0 0 141 85 0 128 1 19 791 102 HOUR TOTALS 123456789101112 118 EB RAMPS 1 0 429 645 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 0 1099 554 0 0 0 713 406 0 389 1 99 3261 423 715-815 0 1142 534 0 0 0 645 429 0 423 1 102 3276 RESEDA BLVD. 730-830 0 1114 512 0 0 0 614 428 0 432 1 103 3204 745-845 0 1104 484 0 0 0 581 414 0 455 4 100 3142 800-900 0 1112 471 0 0 0 559 390 0 480 4 90 3106

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 0 278 51 0 0 0 187 222 0 74 6 30 848 430-530 0 415-430 0 282 50 0 0 0 221 187 0 46 0 13 799 430-445 0 303 68 0 0 0 295 188 0 71 0 29 954 0 1153 294 0 445-500 0 331 53 0 0 0 258 176 0 52 0 15 885 500-515 0 244 83 0 0 0 278 204 0 54 0 9 872 0 515-530 0 275 90 0 0 0 256 225 0 70 0 8 924 530-545 0 301 80 0 0 0 208 228 0 82 0 20 919 545-600 0 307 70 0 0 0 215 181 0 84 0 18 875 61 HOUR TOTALS 123456789101112 118 EB RAMPS 0 0 793 1087 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 0 1194 222 0 0 0 961 773 0 243 6 87 3486 247 415-515 0 1160 254 0 0 0 1052 755 0 223 0 66 3510 RESEDA BLVD. 430-530 0 1153 294 0 0 0 1087 793 0 247 0 61 3635 445-545 0 1151 306 0 0 0 1000 833 0 258 0 52 3600 500-600 0 1127 323 0 0 0 957 838 0 290 0 55 3590 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: WEDNESDAY, MARCH 30TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S BALBOA BLVD. E/W SR-118 WB RAMPS

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 226 389 0 70 0 150 0 121 48 0 0 0 1004 715-815 383 715-730 228 363 0 74 0 171 0 155 54 0 0 0 1045 730-745 249 390 0 102 1 156 0 198 82 0 0 0 1178 902 1471 0 1 745-800 207 346 0 107 0 160 0 213 73 0 0 0 1106 800-815 218 372 0 100 0 156 0 215 46 0 0 0 1107 643 815-830 164 297 0 70 0 154 0 189 49 0 0 0 923 830-845 177 318 0 77 1 160 0 170 51 0 0 0 954 845-900 104 246 0 63 0 152 0 170 41 0 0 0 776 0 HOUR TOTALS 123456789101112 SR-118 WB RAM 0 255 781 0 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 910 1488 0 353 1 637 0 687 257 0 0 0 4333 0 715-815 902 1471 0 383 1 643 0 781 255 0 0 0 4436 BALBOA BLVD. 730-830 838 1405 0 379 1 626 0 815 250 0 0 0 4314 745-845 766 1333 0 354 1 630 0 787 219 0 0 0 4090 800-900 663 1233 0 310 1 622 0 744 187 0 0 0 3760

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 84 212 0 127 0 137 0 461 73 0 0 0 1094 500-600 453 415-430 101 235 0 110 0 134 0 483 78 0 0 0 1141 430-445 102 250 0 114 1 167 0 486 70 0 0 0 1190 360 964 0 2 445-500 87 212 0 114 0 156 0 461 56 0 0 0 1086 500-515 88 265 0 104 0 138 0 542 56 0 0 0 1193 644 515-530 104 221 0 104 1 166 0 470 84 0 0 0 1150 530-545 99 262 0 128 1 173 0 460 78 0 0 0 1201 545-600 69 216 0 117 0 167 0 491 74 0 0 0 1134 0 HOUR TOTALS 123456789101112 SR-118 WB RAM 0 292 1963 0 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 374 909 0 465 1 594 0 1891 277 0 0 0 4511 0 415-515 378 962 0 442 1 595 0 1972 260 0 0 0 4610 BALBOA BLVD. 430-530 381 948 0 436 2 627 0 1959 266 0 0 0 4619 445-545 378 960 0 450 2 633 0 1933 274 0 0 0 4630 500-600 360 964 0 453 2 644 0 1963 292 0 0 0 4678 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: WEDNESDAY, MARCH 30TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S BALBOA BLVD. E/W SR-118 EB RAMPS

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 1224020000161137071054947 715-815 0 715-730 1234160000172140077068996 730-745 12242100001981980770671083 484 1631 0 0 745-800 12442800001532020850741066 800-815 1153660000142193071068955 0 815-830 1133510000163180099073979 830-845 1273360000146158069048884 845-900 1083390000139136079063864 277 HOUR TOTALS 123456789101112 SR-118 EB RAMP 0 0 733 665 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 491 1667 0000684677031002634092 310 715-815 484 1631 0000665733031002774100 BALBOA BLVD. 730-830 474 1566 0000656773033202824083 745-845 479 1481 0000604733032402633884 800-900 463 1392 0000590667031802523682

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 64260000013736503701621025 500-600 0 415-430 83279000016337504001881128 430-445 80319000017035804401951166 284 1322 0 0 445-500 65300000016236005001981135 500-515 79346000014739106801931224 0 515-530 66320000016835207101891166 530-545 80331000013637006401761157 545-600 59325000015539906601891193 747 HOUR TOTALS 123456789101112 SR-118 EB RAMP 0 0 1512 606 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 292 1158 00006321458 0 171 0 743 4454 269 415-515 307 1244 00006421484 0 202 0 774 4653 BALBOA BLVD. 430-530 290 1285 00006471461 0 233 0 775 4691 445-545 290 1297 00006131473 0 253 0 756 4682 500-600 284 1322 00006061512 0 269 0 747 4740 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: WEDNESDAY, APRIL 6TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S RESEDA BLVD. E/W CHATSWORTH STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 10 253 37 13 101 32 18 213 4 11 107 23 822 715-815 111 715-730 21 292 41 24 179 28 35 219 4 9 159 28 1039 730-745 35 321 28 43 240 47 22 218 10 15 141 19 1139 127 1268 116 849 745-800 44 343 26 17 227 32 33 213 16 7 113 26 1097 800-815 27 312 21 27 203 40 25 229 15 13 103 25 1040 147 815-830 16 302 32 21 114 33 30 192 16 14 85 22 877 830-845 21 315 26 26 85 31 22 173 11 13 73 23 819 845-900 16 312 37 20 76 27 30 183 5 6 77 25 814 98 HOUR TOTALS 123456789101112 CHATSWORTH S 516 45 879 115 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 110 1209 132 97 747 139 108 863 34 42 520 96 4097 44 715-815 127 1268 116 111 849 147 115 879 45 44 516 98 4315 RESEDA BLVD. 730-830 122 1278 107 108 784 152 110 852 57 49 442 92 4153 745-845 108 1272 105 91 629 136 110 807 58 47 374 96 3833 800-900 80 1241 116 94 478 131 107 777 47 46 338 95 3550

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 18 315 32 38 115 29 56 297 14 15 168 36 1133 500-600 135 415-430 10 262 29 31 122 29 52 296 11 7 155 24 1028 430-445 16 266 31 34 95 28 52 306 12 13 186 27 1066 62 1221 131 496 445-500 9 285 32 25 104 22 45 304 15 14 217 23 1095 500-515 15 296 30 36 126 21 58 293 7 20 239 34 1175 88 515-530 22 285 37 38 125 22 67 329 17 9 247 28 1226 530-545 11 338 32 30 114 22 62 299 19 21 244 29 1221 545-600 14 302 32 31 131 23 68 284 12 14 215 21 1147 112 HOUR TOTALS 123456789101112 CHATSWORTH S 945 55 1205 255 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 53 1128 124 128 436 108 205 1203 52 49 726 110 4322 64 415-515 50 1109 122 126 447 100 207 1199 45 54 797 108 4364 RESEDA BLVD. 430-530 62 1132 130 133 450 93 222 1232 51 56 889 112 4562 445-545 57 1204 131 129 469 87 232 1225 58 64 947 114 4717 500-600 62 1221 131 135 496 88 255 1205 55 64 945 112 4769 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: WEDNESDAY, APRIL 6TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S ZELZAH AVENUE E/W CHATSWORTH STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 12 145 10 4 72 45 70 26 8 32 106 10 540 715-815 45 715-730 15 194 19 8 91 43 71 41 28 73 161 22 766 730-745 22 151 11 8 164 30 50 58 41 25 176 24 760 79 593 61 578 745-800 24 130 14 14 139 37 60 39 36 25 146 14 678 800-815 18 118 17 15 184 38 70 48 31 34 126 7 706 148 815-830 18 101 7 9 130 30 60 39 24 32 128 13 591 830-845 9 133 19 20 92 38 51 48 24 23 95 14 566 845-900 20 93 14 10 52 27 60 31 25 40 95 12 479 67 HOUR TOTALS 123456789101112 CHATSWORTH S 609 136 186 251 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 73 620 54 34 466 155 251 164 113 155 589 70 2744 157 715-815 79 593 61 45 578 148 251 186 136 157 609 67 2910 ZELZAH AVENUE 730-830 82 500 49 46 617 135 240 184 132 116 576 58 2735 745-845 69 482 57 58 545 143 241 174 115 114 495 48 2541 800-900 65 445 57 54 458 133 241 166 104 129 444 46 2342

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 27 104 21 17 109 37 61 104 38 23 199 29 769 445-545 75 415-430 23 83 29 15 88 34 53 96 38 26 188 34 707 430-445 11 82 22 15 71 32 46 90 39 31 217 29 685 73 417 121 387 445-500 20 119 35 16 108 43 44 79 34 24 216 30 768 500-515 16 94 22 21 127 34 73 101 48 32 261 44 873 145 515-530 18 107 31 21 101 36 57 101 43 24 271 41 851 530-545 19 97 33 17 51 32 64 81 37 32 267 40 770 545-600 16 102 22 17 90 38 56 78 44 37 223 29 752 155 HOUR TOTALS 123456789101112 CHATSWORTH S 1015 162 362 238 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 81 388 107 63 376 146 204 369 149 104 820 122 2929 112 415-515 70 378 108 67 394 143 216 366 159 113 882 137 3033 ZELZAH AVENUE 430-530 65 402 110 73 407 145 220 371 164 111 965 144 3177 445-545 73 417 121 75 387 145 238 362 162 112 1015 155 3262 500-600 69 400 108 76 369 140 250 361 172 125 1022 154 3246 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: WEDNESDAY, MARCH 30TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S BALBOA BLVD. E/W CHATSWORTH STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 63 351 12 13 125 37 11 148 10 23 110 50 953 715-815 55 715-730 76 407 16 7 153 28 11 211 9 19 172 69 1178 730-745 88 374 9 15 181 32 23 221 19 37 178 84 1261 303 1557 44 650 745-800 77 396 11 20 178 35 23 237 17 25 144 55 1218 800-815 62 380 8 13 138 35 16 229 10 15 108 62 1076 130 815-830 46 340 9 10 89 25 20 213 17 19 97 45 930 830-845 58 339 12 11 71 25 12 209 19 13 58 59 886 845-900 47 274 6 8 77 19 9 162 12 15 62 50 741 270 HOUR TOTALS 123456789101112 CHATSWORTH S 602 55 898 73 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 304 1528 48 55 637 132 68 817 55 104 604 258 4610 96 715-815 303 1557 44 55 650 130 73 898 55 96 602 270 4733 BALBOA BLVD. 730-830 273 1490 37 58 586 127 82 900 63 96 527 246 4485 745-845 243 1455 40 54 476 120 71 888 63 72 407 221 4110 800-900 213 1333 35 42 375 104 57 813 58 62 325 216 3633

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 67 230 18 16 105 29 15 390 32 29 145 70 1146 500-600 71 415-430 50 225 12 27 94 30 27 353 26 24 130 87 1085 430-445 50 233 13 15 122 29 28 377 21 32 160 78 1158 209 1122 64 404 445-500 66 254 15 17 107 24 33 341 13 29 166 104 1169 500-515 49 299 22 20 95 22 24 380 11 46 209 101 1278 91 515-530 43 268 15 18 98 21 18 402 22 20 217 94 1236 530-545 68 271 12 18 106 26 28 403 31 39 217 80 1299 545-600 49 284 15 15 105 22 26 419 16 36 189 58 1234 333 HOUR TOTALS 123456789101112 CHATSWORTH S 832 80 1604 96 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 233 942 58 75 428 112 103 1461 92 114 601 339 4558 141 415-515 215 1011 62 79 418 105 112 1451 71 131 665 370 4690 BALBOA BLVD. 430-530 208 1054 65 70 422 96 103 1500 67 127 752 377 4841 445-545 226 1092 64 73 406 93 103 1526 77 134 809 379 4982 500-600 209 1122 64 71 404 91 96 1604 80 141 832 333 5047 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, APRIL 5TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S RESEDA BLVD. E/W DEVONSHIRE STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 28 198 29 28 220 24 30 177 20 17 150 27 948 715-815 118 715-730 41 230 42 28 295 34 34 186 19 18 204 33 1164 730-745 62 232 46 35 340 51 30 174 33 15 245 35 1298 193 983 183 1219 745-800 49 264 53 29 335 55 26 172 37 30 246 17 1313 800-815 41 257 42 26 249 48 24 197 40 27 182 39 1172 188 815-830 26 250 33 28 218 33 29 180 34 21 192 37 1081 830-845 27 225 39 35 212 38 20 142 25 29 121 28 941 845-900 30 247 21 23 174 72 18 159 27 31 142 23 967 124 HOUR TOTALS 123456789101112 DEVONSHIRE ST 877 129 729 114 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 180 924 170 120 1190 164 120 709 109 80 845 112 4723 90 715-815 193 983 183 118 1219 188 114 729 129 90 877 124 4947 RESEDA BLVD. 730-830 178 1003 174 118 1142 187 109 723 144 93 865 128 4864 745-845 143 996 167 118 1014 174 99 691 136 107 741 121 4507 800-900 124 979 135 112 853 191 91 678 126 108 637 127 4161

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 39 247 55 33 162 54 50 291 54 54 220 56 1315 500-600 183 415-430 34 231 36 33 162 31 53 272 68 29 261 68 1278 430-445 44 269 49 43 161 31 56 286 64 27 245 56 1331 136 1049 191 835 445-500 34 230 51 41 210 59 41 282 65 28 272 66 1379 500-515 40 268 42 54 236 56 60 321 69 37 270 72 1525 214 515-530 28 251 54 38 207 53 35 303 77 36 302 61 1445 530-545 36 281 50 55 197 51 53 272 67 35 286 79 1462 545-600 32 249 45 36 195 54 60 273 73 38 317 73 1445 285 HOUR TOTALS 123456789101112 DEVONSHIRE ST 1175 286 1169 208 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 151 977 191 150 695 175 200 1131 251 138 998 246 5303 146 415-515 152 998 178 171 769 177 210 1161 266 121 1048 262 5513 RESEDA BLVD. 430-530 146 1018 196 176 814 199 192 1192 275 128 1089 255 5680 445-545 138 1030 197 188 850 219 189 1178 278 136 1130 278 5811 500-600 136 1049 191 183 835 214 208 1169 286 146 1175 285 5877 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, APRIL 5TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S LINDLEY AVENUE E/W DEVONSHIRE STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 38 14 14 16 283 16 12 25 9 10 175 32 644 715-815 65 715-730 50 47 27 25 357 46 23 51 7 23 227 36 919 730-745 59 37 36 8 351 90 15 14 2 25 282 8 927 137 150 97 1449 745-800 16 28 20 15 368 85 11 5 10 37 288 12 895 800-815 12 38 14 17 373 75 20 13 5 28 243 9 847 296 815-830 17 24 11 9 308 46 14 12 3 26 173 19 662 830-845 18 30 7 9 222 53 13 8 7 24 189 5 585 845-900 18 27 7 6 213 36 17 4 3 19 173 13 536 65 HOUR TOTALS 123456789101112 DEVONSHIRE ST 1040 24 83 69 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 163 126 97 64 1359 237 61 95 28 95 972 88 3385 113 715-815 137 150 97 65 1449 296 69 83 24 113 1040 65 3588 LINDLEY AVENUE 730-830 104 127 81 49 1400 296 60 44 20 116 986 48 3331 745-845 63 120 52 50 1271 259 58 38 25 115 893 45 2989 800-900 65 119 39 41 1116 210 64 37 18 97 778 46 2630

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 17 23 6 18 255 20 31 27 22 14 303 32 768 500-600 63 415-430 25 18 11 7 258 24 29 28 22 10 299 20 751 430-445 27 17 5 17 296 24 33 34 30 19 276 29 807 118 116 45 937 445-500 32 21 9 13 240 20 58 43 24 13 298 21 792 500-515 25 27 9 9 282 21 51 31 25 12 258 18 768 108 515-530 32 22 17 19 217 25 85 51 33 13 319 25 858 530-545 31 47 11 16 206 22 65 42 29 11 297 23 800 545-600 30 20 8 19 232 40 76 37 33 20 408 33 956 99 HOUR TOTALS 123456789101112 DEVONSHIRE ST 1282 120 161 277 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 101 79 31 55 1049 88 151 132 98 56 1176 102 3118 56 415-515 109 83 34 46 1076 89 171 136 101 54 1131 88 3118 LINDLEY AVENUE 430-530 116 87 40 58 1035 90 227 159 112 57 1151 93 3225 445-545 120 117 46 57 945 88 259 167 111 49 1172 87 3218 500-600 118 116 45 63 937 108 277 161 120 56 1282 99 3382 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, APRIL 5TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S ZELZAH AVENUE E/W DEVONSHIRE STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 37 72 26 53 257 37 24 106 17 23 130 26 808 715-815 194 715-730 49 146 26 79 340 37 18 156 14 27 201 31 1124 730-745 50 183 39 56 376 55 34 129 15 55 259 23 1274 161 624 112 1546 745-800 26 166 25 24 427 62 29 86 17 66 247 18 1193 800-815 36 129 22 35 403 54 25 109 27 33 237 19 1129 208 815-830 26 107 22 49 349 54 23 84 18 38 161 26 957 830-845 33 143 28 33 247 63 27 74 19 46 161 14 888 845-900 34 125 16 14 208 52 16 76 25 39 144 15 764 91 HOUR TOTALS 123456789101112 DEVONSHIRE ST 944 73 480 106 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 162 567 116 212 1400 191 105 477 63 171 837 98 4399 181 715-815 161 624 112 194 1546 208 106 480 73 181 944 91 4720 ZELZAH AVENUE 730-830 138 585 108 164 1555 225 111 408 77 192 904 86 4553 745-845 121 545 97 141 1426 233 104 353 81 183 806 77 4167 800-900 129 504 88 131 1207 223 91 343 89 156 703 74 3738

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 43 111 18 46 212 24 31 134 26 34 290 31 1000 500-600 142 415-430 25 100 19 27 207 18 30 131 25 40 278 30 930 430-445 33 113 21 37 263 20 44 139 29 32 235 35 1001 131 510 100 846 445-500 36 104 21 53 207 33 31 140 35 35 278 20 993 500-515 40 141 29 47 240 30 40 162 26 46 298 26 1125 92 515-530 26 129 21 34 204 15 41 162 27 33 391 28 1111 530-545 30 114 25 27 197 24 47 147 26 45 343 39 1064 545-600 35 126 25 34 205 23 36 162 28 48 376 49 1147 142 HOUR TOTALS 123456789101112 DEVONSHIRE ST 1408 107 633 164 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 137 428 79 163 889 95 136 544 115 141 1081 116 3924 172 415-515 134 458 90 164 917 101 145 572 115 153 1089 111 4049 ZELZAH AVENUE 430-530 135 487 92 171 914 98 156 603 117 146 1202 109 4230 445-545 132 488 96 161 848 102 159 611 114 159 1310 113 4293 500-600 131 510 100 142 846 92 164 633 107 172 1408 142 4447 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: WEDNESDAY, MARCH 30TH, 2005 AND THURSDAY, MARCH 10TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S BALBOA BLVD. E/W DEVONSHIRE STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 66 307 29 23 263 43 21 84 18 28 171 32 1085 715-815 116 715-730 50 322 50 16 336 52 30 141 36 39 229 38 1339 730-745 91 291 12 29 325 53 36 187 42 60 276 44 1446 269 1287 145 1454 745-800 59 326 36 30 333 47 41 196 46 55 291 42 1502 800-815 69 348 47 41 460 68 34 216 50 50 211 50 1644 220 815-830 61 269 13 27 257 48 40 184 51 41 141 37 1169 830-845 59 307 36 32 185 33 19 167 23 33 185 38 1117 845-900 69 285 40 33 188 27 22 143 25 35 126 36 1029 174 HOUR TOTALS 123456789101112 DEVONSHIRE ST 1007 174 740 141 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 266 1246 127 98 1257 195 128 608 142 182 967 156 5372 204 715-815 269 1287 145 116 1454 220 141 740 174 204 1007 174 5931 BALBOA BLVD. 730-830 280 1234 108 127 1375 216 151 783 189 206 919 173 5761 745-845 248 1250 132 130 1235 196 134 763 170 179 828 167 5432 800-900 258 1209 136 133 1090 176 115 710 149 159 663 161 4959

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 53 212 54 60 214 46 45 294 40 44 268 67 1397 500-600 204 415-430 49 246 62 43 176 53 45 335 53 51 265 80 1458 430-445 45 227 53 42 185 59 45 281 45 32 272 69 1355 235 888 218 924 445-500 58 220 51 36 228 37 44 335 39 33 271 83 1435 500-515 66 212 44 38 202 64 32 354 33 44 293 70 1452 237 515-530 58 201 48 51 248 67 36 343 44 51 302 79 1528 530-545 49 223 61 66 235 49 26 313 54 43 330 82 1531 545-600 62 252 65 49 239 57 55 353 60 62 292 71 1617 302 HOUR TOTALS 123456789101112 DEVONSHIRE ST 1217 191 1363 149 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 205 905 220 181 803 195 179 1245 177 160 1076 299 5645 200 415-515 218 905 210 159 791 213 166 1305 170 160 1101 302 5700 BALBOA BLVD. 430-530 227 860 196 167 863 227 157 1313 161 160 1138 301 5770 445-545 231 856 204 191 913 217 138 1345 170 171 1196 314 5946 500-600 235 888 218 204 924 237 149 1363 191 200 1217 302 6128 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: WEDNESDAY, MARCH 16TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S WOODLEY AVENUE E/W DEVONSHIRE STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 7 214 29 15 304 44 20 70 21 17 233 15 989 715-815 80 715-730 17 268 35 32 408 45 18 123 17 18 253 15 1249 730-745 22 292 50 18 491 33 36 116 16 22 310 19 1425 79 1075 146 1814 745-800 19 276 41 15 495 29 27 129 10 31 299 12 1383 800-815 21 239 20 15 420 33 15 91 14 14 202 10 1094 140 815-830 12 177 21 14 302 52 18 63 6 10 185 13 873 830-845 12 131 25 8 275 34 17 46 7 17 176 6 754 845-900 15 108 23 10 221 36 7 43 7 12 112 4 598 56 HOUR TOTALS 123456789101112 DEVONSHIRE ST 1064 57 459 96 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 65 1050 155 80 1698 151 101 438 64 88 1095 61 5046 85 715-815 79 1075 146 80 1814 140 96 459 57 85 1064 56 5151 WOODLEY AVENUE 730-830 74 984 132 62 1708 147 96 399 46 77 996 54 4775 745-845 64 823 107 52 1492 148 77 329 37 72 862 41 4104 800-900 60 655 89 47 1218 155 57 243 34 53 675 33 3319

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 15 101 31 28 244 35 40 191 29 21 298 33 1066 500-600 103 415-430 27 97 21 26 216 27 28 186 28 29 280 26 991 430-445 15 95 33 23 243 28 47 205 24 27 281 24 1045 50 432 105 1078 445-500 14 105 25 26 256 35 29 193 33 18 293 22 1049 500-515 12 94 34 22 268 27 37 229 26 19 285 24 1077 108 515-530 12 104 20 23 243 30 35 231 33 20 359 31 1141 530-545 13 145 22 31 294 20 34 215 37 22 293 31 1157 545-600 13 89 29 27 273 31 34 197 29 22 308 29 1081 115 HOUR TOTALS 123456789101112 DEVONSHIRE ST 1245 125 872 140 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 71 398 110 103 959 125 144 775 114 95 1152 105 4151 83 415-515 68 391 113 97 983 117 141 813 111 93 1139 96 4162 WOODLEY AVENUE 430-530 53 398 112 94 1010 120 148 858 116 84 1218 101 4312 445-545 51 448 101 102 1061 112 135 868 129 79 1230 108 4424 500-600 50 432 105 103 1078 108 140 872 125 83 1245 115 4456 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 12304852322020003450892 715-815 144 715-730 1551673474230100142301139 730-745 1654453434770100046001243 636 109 281 1669 745-800 1523882304350400050701248 800-815 164117324334010003870994 0 815-830 183105535261110013320879 830-845 9904740224040042940712 845-900 6704934222030022760653 0 HOUR TOTALS 123456789101112 DEVONSHIRE ST 1777 0 0 7 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 595 98 256 172 1657 080011735 0 4522 1 715-815 636 109 281 144 1669 070011777 0 4624 405 SB RAMPS & BLUCH 730-830 664 103 263 132 1507 170011686 0 4364 745-845 598 59 257 129 1254 1 10 0 0 5 1520 0 3833 800-900 513 21 224 133 1041 190071289 0 3238

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 5105425290020023920816 445-545 159 415-430 6703928254170043590759 430-445 4504328328170013610814 2730163 1226 445-500 5503833311150004140857 500-515 6404251322190004230912 2 515-530 6704727280030003960820 530-545 8703648313050004290918 545-600 9103332317020023750852 0 HOUR TOTALS 123456789101112 DEVONSHIRE ST 1662 0 0 22 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 218 0 174 114 1183 3 21 0 0 7 1526 0 3246 0 415-515 231 0 162 140 1215 4 28 0 0 5 1557 0 3342 405 SB RAMPS & BLUCH 430-530 231 0 170 139 1241 3 24 0 0 1 1594 0 3403 445-545 273 0 163 159 1226 2 22 0 0 0 1662 0 3507 500-600 309 0 158 158 1232 1 19 0 0 2 1623 0 3502 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 000000000640064 700-800 0 715-730 000000000840084 730-745 000000000600060 000 0 745-800 000000000600060 800-815 000000000450045 0 815-830 000000000490049 830-845 000000000490049 845-900 000000000490049 0 HOUR TOTALS 123456789101112 DEVONSHIRE ST 0 000 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 00000000026800268 268 715-815 00000000024900249 405 SB RAMP 730-830 00000000021400214 745-845 00000000020300203 800-900 00000000019200192NOTE: These volumes included in EBTH movement on main spreadsheet

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 000000000390039 500-600 0 415-430 000000000410041 430-445 000000000610061 000 0 445-500 000000000560056 500-515 000000000760076 0 515-530 000000000760076 530-545 000000000750075 545-600 000000000600060 0 HOUR TOTALS 123456789101112 DEVONSHIRE ST 0 000 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 00000000019700197 287 415-515 00000000023400234 405 SB RAMP 430-530 00000000026900269 445-545 00000000028300283 500-600 00000000028700287NOTE: These volumes included in EBTH movement on main spreadsheet WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 0 0 0 29 315 0 39 0 66 41 288 0 778 715-815 167 715-730 0 0 0 41 361 0 56 0 103 64 346 0 971 730-745 0 0 0 49 383 0 45 0 158 78 396 0 1109 0 0 0 1317 745-800 0 0 0 47 326 0 55 0 123 70 436 0 1057 800-815 0 0 0 30 247 0 57 1 111 40 382 0 868 0 815-830 0 0 0 23 212 0 40 0 81 43 295 0 694 830-845 0 0 0 26 204 0 44 0 80 50 266 0 670 845-900 0 0 0 23 172 0 39 0 73 36 211 0 554 0 HOUR TOTALS 123456789101112 DEVONSHIRE ST 1560 495 1 213 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 0 0 0 166 1385 0 195 0 450 253 1466 0 3915 252 715-815 0 0 0 167 1317 0 213 1 495 252 1560 0 4005 405 NB RAMPS 730-830 0 0 0 149 1168 0 197 1 473 231 1509 0 3728 745-845 0 0 0 126 989 0 196 1 395 203 1379 0 3289 800-900 0 0 0 102 835 0 180 1 345 169 1154 0 2786

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 0 0 0 22 233 0 62 1 75 43 344 0 780 500-600 70 415-430 0 0 0 26 247 0 67 0 55 31 344 0 770 430-445 0 0 0 25 273 0 73 1 84 32 328 0 816 0 0 0 1114 445-500 0 0 0 45 242 0 59 0 84 23 371 0 824 500-515 0 0 0 17 291 0 74 1 76 47 355 0 861 0 515-530 0 0 0 16 269 0 79 1 61 33 326 0 785 530-545 0 0 0 26 277 0 66 1 74 34 356 0 834 545-600 0 0 0 11 277 0 85 0 84 26 344 0 827 0 HOUR TOTALS 123456789101112 DEVONSHIRE ST 1381 295 3 304 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 0 0 0 118 995 0 261 2 298 129 1387 0 3190 140 415-515 0 0 0 113 1053 0 273 2 299 133 1398 0 3271 405 NB RAMPS 430-530 0 0 0 103 1075 0 285 3 305 135 1380 0 3286 445-545 0 0 0 104 1079 0 278 3 295 137 1408 0 3304 500-600 0 0 0 70 1114 0 304 3 295 140 1381 0 3307 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, MARCH 29TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S TAMPA AVENUE E/W LASSEN STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 16 258 5 11 220 18 10 149 12 15 144 19 877 715-815 285 715-730 21 320 7 33 274 31 13 180 20 15 167 32 1113 730-745 39 417 32 111 247 39 20 235 33 22 209 34 1438 137 1532 108 1092 745-800 35 409 51 105 260 33 43 245 20 41 306 35 1583 800-815 42 386 18 36 311 34 22 203 14 12 201 27 1306 137 815-830 32 371 12 11 280 17 13 135 7 9 143 12 1042 830-845 11 351 7 12 214 28 11 121 3 8 128 17 911 845-900 11 305 11 5 151 21 10 148 3 7 139 22 833 128 HOUR TOTALS 123456789101112 LASSEN STREET 883 87 863 98 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 111 1404 95 260 1001 121 86 809 85 93 826 120 5011 90 715-815 137 1532 108 285 1092 137 98 863 87 90 883 128 5440 TAMPA AVENUE 730-830 148 1583 113 263 1098 123 98 818 74 84 859 108 5369 745-845 120 1517 88 164 1065 112 89 704 44 70 778 91 4842 800-900 96 1413 48 64 956 100 56 607 27 36 611 78 4092

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 14 337 23 12 161 33 37 292 12 6 282 29 1238 445-545 135 415-430 10 322 15 29 131 32 51 346 18 12 325 39 1330 430-445 15 301 15 20 139 26 34 374 16 11 331 35 1317 53 1235 88 718 445-500 7 276 27 28 160 31 38 376 12 9 350 42 1356 500-515 12 319 20 39 160 37 59 383 13 13 310 43 1408 139 515-530 21 314 23 35 197 34 55 359 13 11 313 46 1421 530-545 13 326 18 33 201 37 45 374 17 19 339 43 1465 545-600 10 300 16 38 166 36 61 357 6 15 306 42 1353 174 HOUR TOTALS 123456789101112 LASSEN STREET 1312 55 1492 197 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 46 1236 80 89 591 122 160 1388 58 38 1288 145 5241 52 415-515 44 1218 77 116 590 126 182 1479 59 45 1316 159 5411 TAMPA AVENUE 430-530 55 1210 85 122 656 128 186 1492 54 44 1304 166 5502 445-545 53 1235 88 135 718 139 197 1492 55 52 1312 174 5650 500-600 56 1259 77 145 724 144 220 1473 49 58 1268 174 5647 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, MARCH 29TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S WILBUR AVENUE E/W LASSEN STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 17 124 12 12 258 16 4 59 6 7 138 14 667 715-815 76 715-730 28 182 19 10 318 42 18 65 19 12 178 11 902 730-745 49 236 35 15 334 44 36 77 24 29 289 10 1178 130 848 119 1186 745-800 26 246 38 34 252 50 39 105 23 44 310 19 1186 800-815 27 184 27 17 282 32 34 80 17 21 226 8 955 168 815-830 22 166 22 10 288 17 12 48 9 14 170 8 786 830-845 19 153 14 4 225 11 7 34 5 14 138 11 635 845-900 17 156 25 10 205 13 9 54 10 9 139 9 656 48 HOUR TOTALS 123456789101112 LASSEN STREET 1003 83 327 127 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 120 788 104 71 1162 152 97 306 72 92 915 54 3933 106 715-815 130 848 119 76 1186 168 127 327 83 106 1003 48 4221 WILBUR AVENUE 730-830 124 832 122 76 1156 143 121 310 73 108 995 45 4105 745-845 94 749 101 65 1047 110 92 267 54 93 844 46 3562 800-900 85 659 88 41 1000 73 62 216 41 58 673 36 3032

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 12 120 17 15 192 18 29 130 12 7 321 33 906 445-545 78 415-430 10 106 15 13 180 24 20 148 18 14 309 25 882 430-445 10 92 17 14 178 14 37 131 17 16 339 31 896 54 413 72 797 445-500 13 100 13 16 199 16 29 167 21 9 352 40 975 500-515 13 91 15 17 190 21 21 199 13 11 349 45 985 75 515-530 15 113 18 22 214 17 30 221 16 18 383 28 1095 530-545 13 109 26 23 194 21 29 189 16 13 369 35 1037 545-600 18 113 22 22 182 14 13 162 15 12 308 34 915 148 HOUR TOTALS 123456789101112 LASSEN STREET 1453 66 776 109 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 45 418 62 58 749 72 115 576 68 46 1321 129 3659 51 415-515 46 389 60 60 747 75 107 645 69 50 1349 141 3738 WILBUR AVENUE 430-530 51 396 63 69 781 68 117 718 67 54 1423 144 3951 445-545 54 413 72 78 797 75 109 776 66 51 1453 148 4092 500-600 59 426 81 84 780 73 93 771 60 54 1409 142 4032 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, APRIL 5TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S RESEDA BLVD. E/W LASSEN STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 11 217 14 12 221 28 26 146 12 14 148 16 865 730-830 65 715-730 24 221 17 18 268 27 16 157 20 12 225 7 1012 730-745 27 279 24 10 339 41 7 193 29 25 316 9 1299 72 1199 107 1176 745-800 23 329 35 22 270 36 19 188 28 29 381 9 1369 800-815 11 293 18 12 310 42 9 225 27 39 384 19 1389 146 815-830 11 298 30 21 257 27 6 221 18 24 240 12 1165 830-845 17 274 23 17 195 36 7 176 13 18 118 12 906 845-900 10 295 19 12 162 30 5 125 9 20 112 7 806 49 HOUR TOTALS 123456789101112 LASSEN STREET 1321 102 827 41 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 85 1046 90 62 1098 132 68 684 89 80 1070 41 4545 117 715-815 85 1122 94 62 1187 146 51 763 104 105 1306 44 5069 RESEDA BLVD. 730-830 72 1199 107 65 1176 146 41 827 102 117 1321 49 5222 745-845 62 1194 106 72 1032 141 41 810 86 110 1123 52 4829 800-900 49 1160 90 62 924 135 27 747 67 101 854 50 4266

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 26 257 24 35 169 32 47 321 16 41 251 29 1248 500-600 129 415-430 48 213 24 38 179 26 46 355 25 29 269 32 1284 430-445 13 231 18 34 197 17 59 346 27 22 311 29 1304 97 1097 94 770 445-500 32 234 26 19 170 26 35 358 16 30 327 33 1306 500-515 41 281 13 31 188 30 47 350 26 18 320 19 1364 92 515-530 14 279 30 36 202 24 49 382 31 28 327 34 1436 530-545 18 238 20 34 190 11 74 330 16 31 320 30 1312 545-600 24 299 31 28 190 27 60 337 18 33 293 37 1377 120 HOUR TOTALS 123456789101112 LASSEN STREET 1260 91 1399 230 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 119 935 92 126 715 101 187 1380 84 122 1158 123 5142 110 415-515 134 959 81 122 734 99 187 1409 94 99 1227 113 5258 RESEDA BLVD. 430-530 100 1025 87 120 757 97 190 1436 100 98 1285 115 5410 445-545 105 1032 89 120 750 91 205 1420 89 107 1294 116 5418 500-600 97 1097 94 129 770 92 230 1399 91 110 1260 120 5489 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 6:00 AM TO 9:00 AM INTERSECTION: N/S LINDLEY AVENUE E/W LASSEN STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-615 7 1 7 11 70 3600053113 615-630 9 1 12 15 131 960012812224 630-645 12 4 8 13 194 10 8 0 0 1 50 10 310 645-700 12 8 10 21 206 11 9 3 0 3 48 12 343 700-715 17 12 9 16 219 20 11 2 2 1 72 3 384 715-730 18 20 8 29 249 60 12 3 2 3 90 1 495 730-745 30 58 13 21 346 86 16 9 5 6 116 6 712 745-800 25 58 13 48 216 68 34 8 4 5 124 26 629 80-815 18 20 19 34 195 33 14 5 1 5 135 21 500 815-830 17 27 11 27 230 39 19 5 1 2 116 17 511 830-845 14 19 10 41 217 48 19 7 2 4 81 25 487 845-900 13 36 5 46 157 50 20 11 4 10 37 27 416 HOUR TOTALS 123456789101112 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-700 40 14 37 60 601 33 29 3 0 5 131 37 990 615-715 50 25 39 65 750 50 34 5 2 6 198 37 1261 630-730 59 44 35 79 868 101 40 8 4 8 260 26 1532 645-745 77 98 40 87 1020 177 48 17 9 13 326 22 1934 700-800 90 148 43 114 1030 234 73 22 13 15 402 36 2220 715-815 91 156 53 132 1006 247 76 25 12 19 465 54 2336 730-830 90 163 56 130 987 226 83 27 11 18 491 70 2352 745-845 74 124 53 150 858 188 86 25 8 16 456 89 2127 800-900 62 102 45 148 799 170 72 28 8 21 369 90 1914

A.M. PEAK HOUR 730-830 130

90 163 56 987

226

LASSEN STREET 491 11 27 83

LINDLEY AVENUE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 4:00 PM TO 6:00 PM INTERSECTION: N/S LINDLEY AVENUE E/W LASSEN STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-415 27 11 11 53 159 30 44 27 8 6 244 28 648 415-430 20 10 14 43 160 30 42 20 9 2 254 23 627 430-445 35 12 13 61 162 34 62 33 9 4 301 33 759 445-500 24 18 15 82 177 49 54 20 5 4 371 20 839 500-515 35 20 6 69 177 43 55 32 9 4 367 30 847 515-530 32 18 15 82 170 34 57 28 13 9 398 33 889 530-545 30 14 20 47 199 35 50 18 5 8 371 25 822 545-600 20 21 17 59 152 37 42 17 11 6 386 35 803 HOUR TOTALS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 106 51 53 239 658 143 202 100 31 16 1170 104 2873 415-515 114 60 48 255 676 156 213 105 32 14 1293 106 3072 430-530 126 68 49 294 686 160 228 113 36 21 1437 116 3334 445-545 121 70 56 280 723 161 216 98 32 25 1507 108 3397 500-600 117 73 58 257 698 149 204 95 38 27 1522 123 3361

PM PEAK HOUR 445-545 280

121 70 56 723

161

108

LASSEN STREET 1507 32 98 216

LINDLEY AVENUE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 6:00 AM TO 9:00 AM INTERSECTION: N/S ZELZAH AVENUE E/W LASSEN STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-615 12 31 3 6 70 5 2 16 12 11 43 1 212 615-630 5 36 1 6 105 10 3 24 18 10 45 5 268 630-645 14 40 5 13 153 9 2 26 38 17 79 4 400 645-700 17 81 10 20 203 15 5 55 55 15 89 5 570 700-715 15 79 7 11 201 15 6 39 27 17 106 8 531 715-730 31 111 9 7 266 32 11 51 41 35 155 5 754 730-745 40 143 15 5 342 35 9 53 45 50 187 13 937 745-800 39 176 22 11 310 29 18 74 54 52 180 7 972 80-815 26 164 11 8 238 27 4 79 45 44 157 17 820 815-830 33 124 10 13 238 28 16 76 45 43 110 17 753 830-845 52 165 9 21 239 26 12 70 42 54 127 17 834 845-900 30 170 11 10 205 28 4 91 53 46 108 10 766 HOUR TOTALS 123456789101112 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-700 48 188 19 45 531 39 12 121 123 53 256 15 1450 615-715 51 236 23 50 662 49 16 144 138 59 319 22 1769 630-730 77 311 31 51 823 71 24 171 161 84 429 22 2255 645-745 103 414 41 43 1012 97 31 198 168 117 537 31 2792 700-800 125 509 53 34 1119 111 44 217 167 154 628 33 3194 715-815 136 594 57 31 1156 123 42 257 185 181 679 42 3483 730-830 138 607 58 37 1128 119 47 282 189 189 634 54 3482 745-845 150 629 52 53 1025 110 50 299 186 193 574 58 3379 800-900 141 623 41 52 920 109 36 316 185 187 502 61 3173

A.M. PEAK HOUR 715-815 31

136 594 57 1156

123

LASSEN STREET 679 185 257 42

181

ZELZAH AVENUE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 4:00 PM TO 6:00 PM INTERSECTION: N/S ZELZAH AVENUE E/W LASSEN STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-415 23 106 15 18 155 19 29 124 60 73 263 37 922 415-430 30 114 17 20 151 13 23 156 54 85 302 30 995 430-445 22 89 19 20 168 12 25 127 44 69 306 35 936 445-500 34 116 18 13 146 14 31 155 60 88 348 32 1055 500-515 35 129 13 20 173 20 24 189 65 79 360 35 1142 515-530 25 115 20 24 182 18 24 156 64 70 398 50 1146 530-545 28 130 24 25 199 16 26 196 53 81 409 56 1243 545-600 29 113 19 27 184 22 27 161 55 82 355 44 1118 HOUR TOTALS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 109 425 69 71 620 58 108 562 218 315 1219 134 3908 415-515 121 448 67 73 638 59 103 627 223 321 1316 132 4128 430-530 116 449 70 77 669 64 104 627 233 306 1412 152 4279 445-545 122 490 75 82 700 68 105 696 242 318 1515 173 4586 500-600 117 487 76 96 738 76 101 702 237 312 1522 185 4649

PM PEAK HOUR 500-600 96

117 487 76 738

185

LASSEN STREET 1522 237 702 101

312

ZELZAH AVENUE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: WEDNESDAY, MARCH 16TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S BALBOA BLVD. E/W LASSEN STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 32 325 15 11 244 28 12 128 21 34 141 24 1015 715-815 76 715-730 31 389 20 15 307 38 26 173 23 42 227 28 1319 730-745 48 401 21 14 339 43 33 213 29 46 226 31 1444 157 1581 82 1212 745-800 33 398 15 23 341 29 51 221 28 79 310 30 1558 800-815 45 393 26 24 225 39 21 208 23 87 227 38 1356 149 815-830 52 319 15 14 175 22 24 214 34 28 160 44 1101 830-845 54 344 17 19 183 22 11 147 24 34 112 22 989 845-900 42 294 13 24 141 15 11 164 18 36 110 29 897 127 HOUR TOTALS 123456789101112 LASSEN STREET 990 103 815 131 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 144 1513 71 63 1231 138 122 735 101 201 904 113 5336 254 715-815 157 1581 82 76 1212 149 131 815 103 254 990 127 5677 BALBOA BLVD. 730-830 178 1511 77 75 1080 133 129 856 114 240 923 143 5459 745-845 184 1454 73 80 924 112 107 790 109 228 809 134 5004 800-900 193 1350 71 81 724 98 67 733 99 185 609 133 4343

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 30 236 25 28 132 24 35 343 32 29 240 47 1201 445-545 116 415-430 45 205 23 22 127 19 35 366 31 42 253 43 1211 430-445 48 216 29 33 130 24 29 331 39 32 260 51 1222 152 903 97 637 445-500 40 214 25 25 143 17 30 343 32 28 287 59 1243 500-515 34 227 21 24 168 19 25 365 42 41 277 46 1289 64 515-530 46 233 27 41 163 17 28 348 33 30 259 53 1278 530-545 32 229 24 26 163 11 29 368 29 22 286 31 1250 545-600 31 215 24 27 148 18 30 372 33 21 269 40 1228 189 HOUR TOTALS 123456789101112 LASSEN STREET 1109 136 1424 112 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 163 871 102 108 532 84 129 1383 134 131 1040 200 4877 121 415-515 167 862 98 104 568 79 119 1405 144 143 1077 199 4965 BALBOA BLVD. 430-530 168 890 102 123 604 77 112 1387 146 131 1083 209 5032 445-545 152 903 97 116 637 64 112 1424 136 121 1109 189 5060 500-600 143 904 96 118 642 65 112 1453 137 114 1091 170 5045 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: THURSDAY, MARCH 17TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S TAMPA AVENUE E/W PLUMMER STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 66 269 7 6 91 20 9 147 14 17 53 10 709 715-815 57 715-730 54 307 18 8 136 39 17 221 15 15 52 14 896 730-745 70 380 29 22 215 53 21 232 15 26 100 20 1183 321 1492 102 788 745-800 95 406 40 21 282 81 40 236 15 24 107 12 1359 800-815 102 399 15 6 155 37 12 170 16 22 61 19 1014 210 815-830 93 348 15 7 120 17 10 134 23 22 65 17 871 830-845 90 262 23 4 89 15 17 117 10 16 63 20 726 845-900 62 277 29 7 81 26 14 143 17 19 75 16 766 65 HOUR TOTALS 123456789101112 PLUMMER STRE 320 61 859 90 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 285 1362 94 57 724 193 87 836 59 82 312 56 4147 87 715-815 321 1492 102 57 788 210 90 859 61 87 320 65 4452 TAMPA AVENUE 730-830 360 1533 99 56 772 188 83 772 69 94 333 68 4427 745-845 380 1415 93 38 646 150 79 657 64 84 296 68 3970 800-900 347 1286 82 24 445 95 53 564 66 79 264 72 3377

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 54 322 24 3 74 25 37 274 12 34 162 88 1109 500-600 53 415-430 46 283 16 7 97 31 33 285 19 26 167 86 1096 430-445 51 291 22 14 97 18 38 280 22 63 261 116 1273 171 1324 90 410 445-500 48 273 22 10 109 24 36 257 17 30 222 89 1137 500-515 24 297 26 15 107 24 29 295 15 26 239 78 1175 117 515-530 57 345 38 15 108 28 32 298 20 31 318 105 1395 530-545 39 319 12 14 100 30 33 290 28 34 300 108 1307 545-600 51 363 14 9 95 35 27 294 16 43 232 118 1297 409 HOUR TOTALS 123456789101112 PLUMMER STRE 1089 79 1177 121 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 199 1169 84 34 377 98 144 1096 70 153 812 379 4615 134 415-515 169 1144 86 46 410 97 136 1117 73 145 889 369 4681 TAMPA AVENUE 430-530 180 1206 108 54 421 94 135 1130 74 150 1040 388 4980 445-545 168 1234 98 54 424 106 130 1140 80 121 1079 380 5014 500-600 171 1324 90 53 410 117 121 1177 79 134 1089 409 5174 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: THURSDAY, MARCH 17TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S WILBUR AVENUE E/W PLUMMER STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 56 121 16 9 55 3 3 50 11 10 51 5 390 715-815 54 715-730 58 181 19 5 84 8 2 82 20 8 77 10 554 730-745 67 147 35 9 140 3 6 63 20 17 104 11 622 279 665 149 518 745-800 92 178 54 32 196 4 12 144 39 20 155 12 938 800-815 62 159 41 8 98 2 4 64 12 6 91 18 565 17 815-830 53 133 28 5 56 0 7 42 5 9 83 9 430 830-845 32 123 28 5 53 0 2 37 4 6 83 11 384 845-900 36 135 30 10 61 2 2 43 12 8 101 6 446 51 HOUR TOTALS 123456789101112 PLUMMER STRE 427 91 353 24 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 273 627 124 55 475 18 23 339 90 55 387 38 2504 51 715-815 279 665 149 54 518 17 24 353 91 51 427 51 2679 WILBUR AVENUE 730-830 274 617 158 54 490 9 29 313 76 52 433 50 2555 745-845 239 593 151 50 403 6 25 287 60 41 412 50 2317 800-900 183 550 127 28 268 4 15 186 33 29 358 44 1825

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 3697250000001415565392 430-530 67 415-430 2681160000001712049309 430-445 24 83 21 12 79 7 8 125 7 27 191 71 655 111 357 84 396 445-500 29 77 19 13 96 3 5 105 1 15 187 71 621 500-515 35 83 24 20 111 3 3 139 25 24 206 80 753 14 515-530 23 114 20 22 110 1 8 129 18 18 246 98 807 530-545 27 59 21 18 101 5 5 131 16 14 172 68 637 545-600 33 94 12 10 87 2 5 142 5 13 151 80 634 320 HOUR TOTALS 123456789101112 PLUMMER STRE 830 51 498 24 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 115 338 81 25 175 10 13 230 8 73 653 256 1977 84 415-515 114 324 80 45 286 13 16 369 33 83 704 271 2338 WILBUR AVENUE 430-530 111 357 84 67 396 14 24 498 51 84 830 320 2836 445-545 114 333 84 73 418 12 21 504 60 71 811 317 2818 500-600 118 350 77 70 409 11 21 541 64 69 775 326 2831 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, APRIL 5TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S RESEDA BLVD. E/W PLUMMER STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 22 177 21 4 14 2 0 154 16 23 16 27 476 730-830 40 715-730 29 242 27 5 11 7 11 138 23 33 36 34 596 730-745 38 263 51 5 22 5 27 206 27 27 55 36 762 147 1126 200 63 745-800 49 273 49 9 26 10 18 195 28 43 119 57 876 800-815 36 327 58 16 8 15 13 236 30 42 81 50 912 40 815-830 24 263 42 10 7 10 19 175 21 31 49 54 705 830-845 24 243 59 24 12 18 25 154 16 33 55 28 691 845-900 12 286 51 15 14 13 19 173 19 25 78 38 743 197 HOUR TOTALS 123456789101112 PLUMMER STRE 304 106 812 77 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 138 955 148 23 73 24 56 693 94 126 226 154 2710 143 715-815 152 1105 185 35 67 37 69 775 108 145 291 177 3146 RESEDA BLVD. 730-830 147 1126 200 40 63 40 77 812 106 143 304 197 3255 745-845 133 1106 208 59 53 53 75 760 95 149 304 189 3184 800-900 96 1119 210 65 41 56 76 738 86 131 263 170 3051

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 17 264 31 47 53 29 21 308 30 49 83 65 997 500-600 282 415-430 23 270 25 49 42 24 25 328 21 64 76 59 1006 430-445 26 262 21 55 55 29 17 342 25 54 42 64 992 116 1145 93 235 445-500 20 267 22 84 59 37 30 304 28 63 95 65 1074 500-515 30 299 22 77 71 47 28 346 32 52 96 52 1152 159 515-530 34 268 17 79 61 51 21 354 26 59 92 52 1114 530-545 21 255 29 56 46 27 22 334 33 55 82 68 1028 545-600 31 323 25 70 57 34 21 324 34 48 70 63 1100 235 HOUR TOTALS 123456789101112 PLUMMER STRE 340 125 1358 92 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 86 1063 99 235 209 119 93 1282 104 230 296 253 4069 214 415-515 99 1098 90 265 227 137 100 1320 106 233 309 240 4224 RESEDA BLVD. 430-530 110 1096 82 295 246 164 96 1346 111 228 325 233 4332 445-545 105 1089 90 296 237 162 101 1338 119 229 365 237 4368 500-600 116 1145 93 282 235 159 92 1358 125 214 340 235 4394 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: WEDNESDAY, MARCH 16TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S ZELZAH AVENUE E/W PLUMMER STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 01416163010021840000470 715-815 306 715-730 020346740134211160000594 730-745 025361770216201010000728 01037 236 0 745-800 030454870237301260000838 800-815 027775680160161180000714 747 815-830 02312942010024930000519 830-845 02712229012719780000546 845-900 02642326011211890000525 0 HOUR TOTALS 123456789101112 PLUMMER STRE 0 0 461 87 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 090122230106879242700002630 0 715-815 0 1037 236 306 0 747 87 461 00002874 ZELZAH AVENUE 730-830 0 1065 219 274 0 713 90 438 00002799 745-845 0 1083 180 226 0 624 89 415 00002617 800-900 0 1043 149 165 0 499 70 378 00002304

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 01354835038241730000453 445-545 217 415-430 01555345042281830000506 430-445 01455349048381930000526 0712249 0 445-500 01856362070402160000636 500-515 01816541052412610000641 243 515-530 01795753057392410000626 530-545 01676461064492270000632 545-600 01467055052492240000596 0 HOUR TOTALS 123456789101112 PLUMMER STRE 0 0 945 169 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 0620217191019813076500002121 0 415-515 0666234197021214785300002309 ZELZAH AVENUE 430-530 0690238205022715891100002429 445-545 0712249217024316994500002535 500-600 0673256210022517895300002495 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: WEDNESDAY, MARCH 16TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S WHITE OAK AVENUE E/W PLUMMER STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 61085146168320670271 715-815 15 715-730 1215120197377512650353 730-745 272585261274512732440 757646 929 745-800 2617125278187432880460 800-815 10 19 14 5 193 20 9 11 1 2 99 3 386 102 815-830 1216108120216804451251 830-845 81564141154335273234 845-900 4851115158723360204 5 HOUR TOTALS 123456789101112 PLUMMER STRE 325 6 25 27 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 71 67 40 15 882 98 26 17 7 6 293 2 1524 8 715-815 75 76 46 15 929 102 27 25 6 8 325 5 1639 WHITE OAK AVENUE 730-830 75 77 44 23 852 86 26 28 5 10 305 6 1537 745-845 56 67 42 22 732 74 26 26 7 13 259 7 1331 800-900 34 58 35 18 569 71 27 29 6 14 207 7 1075

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 7 12 8 4 82 16 20 10 3 5 78 0 245 445-545 26 415-430 538579810521770203 430-445 4547936191134721229 294336 380 445-500 6 11 11 5 102 13 34 18 4 3 91 0 298 500-515 10 17 7 6 81 7 26 9 6 7 106 0 282 29 515-530 6785103429866921275 530-545 7 8 10 10 94 5 29 13 3 5 94 1 279 545-600 9 11 5 4 98 3 20 18 3 2 90 1 264 2 HOUR TOTALS 123456789101112 PLUMMER STRE 383 19 48 118 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 22 31 31 21 356 43 83 44 12 13 318 1 975 21 415-515 25 36 30 23 355 34 89 43 15 15 346 1 1012 WHITE OAK AVENUE 430-530 26 40 30 23 379 30 108 46 19 20 361 2 1084 445-545 29 43 36 26 380 29 118 48 19 21 383 2 1134 500-600 32 43 30 25 376 19 104 48 18 20 382 3 1100 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: WEDNESDAY, MARCH 16TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S BALBOA BLVD. E/W PLUMMER STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 34 346 5 14 208 48 24 131 6 23 95 15 949 715-815 89 715-730 48 368 15 18 249 48 24 166 17 20 132 25 1130 730-745 87 331 12 23 294 59 49 219 29 32 142 25 1302 246 1401 88 997 745-800 64 363 34 29 296 64 54 232 27 32 197 29 1421 800-815 47 339 27 19 158 37 24 181 22 22 126 17 1019 208 815-830 37 335 25 15 148 29 21 202 9 25 70 5 921 830-845 34 313 19 10 126 28 20 139 3 10 57 10 769 845-900 21 301 8 17 117 29 23 153 8 18 50 13 758 96 HOUR TOTALS 123456789101112 PLUMMER STRE 597 95 798 151 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 233 1408 66 84 1047 219 151 748 79 107 566 94 4802 106 715-815 246 1401 88 89 997 208 151 798 95 106 597 96 4872 BALBOA BLVD. 730-830 235 1368 98 86 896 189 148 834 87 111 535 76 4663 745-845 182 1350 105 73 728 158 119 754 61 89 450 61 4130 800-900 139 1288 79 61 549 123 88 675 42 75 303 45 3467

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 27 262 15 24 133 17 40 369 14 13 125 21 1060 500-600 80 415-430 21 230 20 14 90 20 40 376 21 19 105 20 976 430-445 16 212 27 18 113 24 44 332 20 10 120 19 955 68 895 87 430 445-500 27 224 20 15 112 17 44 365 16 8 154 18 1020 500-515 13 219 19 20 94 26 44 390 19 13 129 8 994 87 515-530 16 248 26 20 104 28 57 379 30 13 143 10 1074 530-545 18 200 20 19 116 21 59 368 17 7 135 11 991 545-600 21 228 22 21 116 12 46 389 20 12 133 13 1033 42 HOUR TOTALS 123456789101112 PLUMMER STRE 540 86 1526 206 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 91 928 82 71 448 78 168 1442 71 50 504 78 4011 45 415-515 77 885 86 67 409 87 172 1463 76 50 508 65 3945 BALBOA BLVD. 430-530 72 903 92 73 423 95 189 1466 85 44 546 55 4043 445-545 74 891 85 74 426 92 204 1502 82 41 561 47 4079 500-600 68 895 87 80 430 87 206 1526 86 45 540 42 4092 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, APRIL 5TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S RESEDA BLVD. E/W PRAIRIE STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 32281253551483937431 730-830 33 715-730 8 244 14 8 1 17 12 210 5 16 4 9 548 730-745 8 244 13 8 5 12 24 236 3 16 10 7 586 28 1096 47 25 745-800 10 278 13 5 8 17 25 269 4 7 19 14 669 800-815 8 296 8 14 9 9 15 258 2 15 11 26 671 52 815-830 2 278 13 6 3 14 17 203 8 11 4 8 567 830-845 322010437122078946493 845-900 8 263 10 7 6 23 19 209 3 12 7 11 578 55 HOUR TOTALS 123456789101112 PRAIRIE STREET 44 17 966 81 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 29 994 52 26 17 51 66 863 15 48 36 37 2234 49 715-815 34 1062 48 35 23 55 76 973 14 54 44 56 2474 RESEDA BLVD. 730-830 28 1096 47 33 25 52 81 966 17 49 44 55 2493 745-845 23 1072 44 29 23 47 69 937 22 42 38 54 2400 800-900 21 1057 41 31 21 53 63 877 21 47 26 51 2309

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 12 318 18 34 12 29 25 353 10 9 11 12 843 415-515 88 415-430 8 331 10 29 6 24 17 379 11 12 14 21 862 430-445 9 325 17 19 4 21 12 348 4 9 5 20 793 24 1350 49 36 445-500 4 334 11 12 19 21 13 361 10 16 12 28 841 500-515 3 360 11 28 7 28 14 357 6 10 11 22 857 94 515-530 7 313 12 21 20 26 12 367 10 8 9 17 822 530-545 10 296 19 24 13 33 19 345 11 15 7 32 824 545-600 9 335 12 18 9 27 19 335 11 10 12 13 810 91 HOUR TOTALS 123456789101112 PRAIRIE STREET 42 31 1445 56 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 33 1308 56 94 41 95 67 1441 35 46 42 81 3339 47 415-515 24 1350 49 88 36 94 56 1445 31 47 42 91 3353 RESEDA BLVD. 430-530 23 1332 51 80 50 96 51 1433 30 43 37 87 3313 445-545 24 1303 53 85 59 108 58 1430 37 49 39 99 3344 500-600 29 1304 54 91 49 114 64 1404 38 43 39 84 3313 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 6:00 AM TO 9:00 AM INTERSECTION: N/S ZELZAH AVENUE E/W PRAIRIE STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-615 0 39 0000019020060 615-630 0 58 0001027000187 630-645 0 83 11012390102130 645-700 0 136 04011510302198 700-715 0 160 22011450202215 715-730 0 238 24034990403357 730-745 0 271 360221200116412 745-800 0 264 54061116015112424 80-815 0 253 32053111016313409 815-830 0 206 34043126013311373 830-845 0 232 3303411301727384 845-900 0 201 1707913402449396 HOUR TOTALS 123456789101112 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-700 0 316 150331360605475 615-715 0 437 370441620607630 630-730 0 617 5 11 0 6 8 234 0 10 0 9 900 645-745 0 805 7 16 0 7 8 315 0 10 1 13 1182 700-800 0 933 12 16 0 12 8 380 0 22 2 23 1408 715-815 0 1026 13 16 0 16 10 446 0 36 5 34 1602 730-830 0 994 14 16 0 17 9 473 0 45 8 42 1618 745-845 0 955 14 13 0 18 11 466 0 61 9 43 1590 800-900 0 892 10 16 0 19 19 484 0 70 12 40 1562

A.M. PEAK HOUR 730-830 16

0 994 14 0

PRAIRIE STREET 8 0 473 9

ZELZAH AVENUE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 4:00 PM TO 6:00 PM INTERSECTION: N/S ZELZAH AVENUE E/W PRAIRIE STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-415 0 185 46013145054236436 415-430 0 179 75052164045232441 430-445 0 160 63005159043125402 445-500 0 180 8 10 0 4 5 168 0 42 2 54 473 500-515 0 199 10 0044176047733480 515-530 0 197 87043199052447521 530-545 0 184 12 6014192036341479 545-600 0 195 55035191032426466 HOUR TOTALS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 0 704 25 24 0 10 15 636 0 184 7 147 1752 415-515 0 718 31 18 0 13 16 667 0 177 12 144 1796 430-530 0 736 32 20 0 12 17 702 0 184 14 159 1876 445-545 0 760 38 23 0 13 16 735 0 177 16 175 1953 500-600 0 775 35 18 0 12 16 758 0 167 18 147 1946

PM PEAK HOUR 445-545 23

0 760 38 0

175

PRAIRIE STREET 16 0 735 16

177

ZELZAH AVENUE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: WEDNESDAY, MARCH 16TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S WHITE OAK AVENUE E/W PRAIRIE STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 119215606012346 715-815 9 715-730 6502174010624597 730-745 0502214606248397 111706 40 745-800 43314161028137291 800-815 1371236017322377 26 815-830 3283131511404164 830-845 2243127413005364 845-900 4200177210054565 13 HOUR TOTALS 123456789101112 PRAIRIE STREET 21 12 41 2 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 11 152 7 8 42 26 2 30 9 10 21 13 331 11 715-815 11 170 6 9 40 26 2 41 12 11 21 13 362 WHITE OAK AVENUE 730-830 8 148 7 9 36 23 7 42 10 9 21 9 329 745-845 10 122 8 8 24 24 11 49 8 5 18 9 296 800-900 10 109 7 5 15 21 11 51 7 7 15 12 270

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 2155063330427481 445-545 10 415-430 2180333420232060 430-445 4134242128327373 11696 9 445-500 22035552423369105 500-515 5170234638224487 16 515-530 11511164403410490 530-545 3172201539257588 545-600 5171152139537490 22 HOUR TOTALS 123456789101112 PRAIRIE STREET 27 10 159 17 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 10 66 12 10 18 13 10 120 12 10 22 16 319 14 415-515 13 68 7 12 15 14 13 128 10 10 19 16 325 WHITE OAK AVENUE 430-530 12 65 8 10 13 17 13 148 11 11 27 20 355 445-545 11 69 6 10 9 16 17 159 10 14 27 22 370 500-600 14 66 4 6 9 13 16 156 12 14 28 17 355 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: THURSDAY, MARCH 17TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S TAMPA AVENUE E/W NORDHOFF STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 32 240 11 20 255 76 36 165 17 3 99 3 957 715-815 84 715-730 33 337 22 19 320 108 49 203 25 7 140 16 1279 730-745 43 329 26 22 313 110 65 257 37 16 192 20 1430 218 1389 94 1265 745-800 69 341 27 24 315 90 81 217 47 12 195 28 1446 800-815 73 382 19 19 317 99 61 143 31 13 148 10 1315 407 815-830 46 292 19 20 297 77 53 156 39 14 144 12 1169 830-845 38 242 23 17 200 62 64 117 25 17 144 15 964 845-900 26 221 19 13 209 53 47 136 31 16 160 10 941 74 HOUR TOTALS 123456789101112 NORDHOFF STR 675 140 820 256 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 177 1247 86 85 1203 384 231 842 126 38 626 67 5112 48 715-815 218 1389 94 84 1265 407 256 820 140 48 675 74 5470 TAMPA AVENUE 730-830 231 1344 91 85 1242 376 260 773 154 55 679 70 5360 745-845 226 1257 88 80 1129 328 259 633 142 56 631 65 4894 800-900 183 1137 80 69 1023 291 225 552 126 60 596 47 4389

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 20 271 71 53 207 85 70 265 70 45 275 52 1484 500-600 168 415-430 27 282 56 39 221 73 74 272 77 55 304 30 1510 430-445 27 278 71 47 218 93 127 320 86 32 302 35 1636 134 1116 278 904 445-500 36 263 71 37 187 73 101 252 54 47 286 42 1449 500-515 33 273 69 50 225 106 105 284 62 55 279 39 1580 399 515-530 33 254 74 38 237 105 110 314 54 36 291 30 1576 530-545 39 301 75 41 222 97 127 316 83 36 302 48 1687 545-600 29 288 60 39 220 91 82 299 69 50 274 49 1550 166 HOUR TOTALS 123456789101112 NORDHOFF STR 1146 268 1213 424 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 110 1094 269 176 833 324 372 1109 287 179 1167 159 6079 177 415-515 123 1096 267 173 851 345 407 1128 279 189 1171 146 6175 TAMPA AVENUE 430-530 129 1068 285 172 867 377 443 1170 256 170 1158 146 6241 445-545 141 1091 289 166 871 381 443 1166 253 174 1158 159 6292 500-600 134 1116 278 168 904 399 424 1213 268 177 1146 166 6393 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: THURSDAY, MARCH 17TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S WILBUR AVENUE E/W NORDHOFF STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 69 18 44 15 289 1 0 14 13 6 135 27 631 715-815 137 715-730 78 47 52 33 349 0 1 28 10 7 206 22 833 730-745 70 43 58 30 357 1 3 33 12 14 254 31 906 262 201 237 1430 745-800 61 55 63 39 357 1 5 30 12 10 341 39 1013 800-815 53 56 64 35 367 7 3 20 12 15 266 28 926 9 815-830 58 37 45 17 300 1 2 13 9 9 200 17 708 830-845 47 38 49 15 253 5 1 11 13 14 212 17 675 845-900 49 42 49 15 234 2 3 18 10 11 223 22 678 120 HOUR TOTALS 123456789101112 NORDHOFF STR 1067 46 111 12 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 278 163 217 117 1352 3 9 105 47 37 936 119 3383 46 715-815 262 201 237 137 1430 9 12 111 46 46 1067 120 3678 WILBUR AVENUE 730-830 242 191 230 121 1381 10 13 96 45 48 1061 115 3553 745-845 219 186 221 106 1277 14 11 74 46 48 1019 101 3322 800-900 207 173 207 82 1154 15 9 62 44 49 901 84 2987

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 42 32 27 40 258 4 2 43 15 14 358 54 889 500-600 216 415-430 28 35 35 43 309 4 2 28 8 12 398 41 943 430-445 34 24 36 43 302 2 4 37 18 19 394 51 964 196 129 112 1335 445-500 31 34 25 46 313 3 0 24 9 19 408 48 960 500-515 48 34 29 59 366 2 2 28 15 27 378 49 1037 20 515-530 50 37 37 49 355 6 0 47 10 24 391 48 1054 530-545 45 32 25 55 326 7 1 39 28 26 405 64 1053 545-600 53 26 21 53 288 5 2 36 18 16 411 61 990 222 HOUR TOTALS 123456789101112 NORDHOFF STR 1585 71 150 5 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 135 125 123 172 1182 13 8 132 50 64 1558 194 3756 93 415-515 141 127 125 191 1290 11 8 117 50 77 1578 189 3904 WILBUR AVENUE 430-530 163 129 127 197 1336 13 6 136 52 89 1571 196 4015 445-545 174 137 116 209 1360 18 3 138 62 96 1582 209 4104 500-600 196 129 112 216 1335 20 5 150 71 93 1585 222 4134 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, APRIL 5TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S RESEDA BLVD. E/W NORDHOFF STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 19 176 50 31 229 37 22 125 10 23 157 18 897 730-830 193 715-730 18 174 53 30 306 49 16 137 15 20 170 19 1007 730-745 23 221 80 47 366 53 32 173 33 27 229 43 1327 81 835 307 1306 745-800 15 210 81 51 362 77 60 173 43 49 249 55 1425 800-815 18 225 69 46 313 80 24 171 31 42 200 38 1257 267 815-830 25 179 77 49 265 57 22 144 37 38 167 36 1096 830-845 23 180 65 41 245 33 23 152 30 53 172 33 1050 845-900 34 171 77 51 229 49 30 163 31 39 199 43 1116 172 HOUR TOTALS 123456789101112 NORDHOFF STR 845 144 661 138 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 75 781 264 159 1263 216 130 608 101 119 805 135 4656 156 715-815 74 830 283 174 1347 259 132 654 122 138 848 155 5016 RESEDA BLVD. 730-830 81 835 307 193 1306 267 138 661 144 156 845 172 5105 745-845 81 794 292 187 1185 247 129 640 141 182 788 162 4828 800-900 100 755 288 187 1052 219 99 630 129 172 738 150 4519

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 28 216 109 75 270 62 42 233 55 36 280 51 1457 415-515 358 415-430 41 238 92 90 297 77 44 240 44 45 283 49 1540 430-445 70 317 167 93 369 82 41 241 48 28 282 44 1782 193 1017 519 1240 445-500 41 238 123 84 271 52 39 241 50 50 281 56 1526 500-515 41 224 137 91 303 53 47 239 58 23 315 58 1589 264 515-530 40 210 120 69 292 68 40 238 53 35 299 59 1523 530-545 37 194 121 60 300 60 45 193 52 33 318 59 1472 545-600 24 159 72 50 165 36 39 209 44 31 307 69 1205 207 HOUR TOTALS 123456789101112 NORDHOFF STR 1161 200 961 171 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 180 1009 491 342 1207 273 166 955 197 159 1126 200 6305 146 415-515 193 1017 519 358 1240 264 171 961 200 146 1161 207 6437 RESEDA BLVD. 430-530 192 989 547 337 1235 255 167 959 209 136 1177 217 6420 445-545 159 866 501 304 1166 233 171 911 213 141 1213 232 6110 500-600 142 787 450 270 1060 217 171 879 207 122 1239 245 5789 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 6:00 AM TO 9:00 AM INTERSECTION: N/S DARBY AVENUE E/W NORDHOFF STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-615 6 0 0 14 91 12000702186 615-630 5 0 0 22 196 330007813320 630-645 6 0 0 31 215 0500011617390 645-700 1 0 0 61 259 4300011515458 700-715 7 0 1 122 331 0200212832625 715-730 11 0 0 214 367 4100217758834 730-745 10 0 1 251 391 8401321885972 745-800 10 0 0 208 373 11 2 0 1 3 236 68 912 80-815 15 0 0 152 348 7400420033763 815-830 21 0 3 121 315 3310321430714 830-845 11 0 0 109 304 13 4 1 0 4 207 25 678 845-900 13 0 0 116 323 10 9 0 0 5 236 40 752 HOUR TOTALS 123456789101112 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-700 18 0 0 128 761 8 13 0 0 0 379 47 1354 615-715 19 0 1 236 1001 7 13 0 0 2 437 77 1793 630-730 25 0 1 428 1172 8 11 0 0 4 536 122 2307 645-745 29 0 2 648 1348 16 10 0 1 7 638 190 2889 700-800 38 0 2 795 1462 23 9 0 2 10 759 243 3343 715-815 46 0 1 825 1479 30 11 0 2 12 831 244 3481 730-830 56 0 4 732 1427 29 13 1 2 13 868 216 3361 745-845 57 0 3 590 1340 34 13 2 1 14 857 156 3067 800-900 60 0 3 498 1290 33 20 2 0 16 857 128 2907

A.M. PEAK HOUR 715-815 825

46 0 1 1479

244

NORDHOFF STREET 831 2 0 11

DARBY AVENUE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 4:00 PM TO 6:00 PM INTERSECTION: N/S DARBY AVENUE E/W NORDHOFF STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-415 43 0 0 95 358 53531042224968 415-430 43 0 1 65 363 83811040023925 430-445 38 0 1 56 347 43111141818898 445-500 52 0 0 66 371 4612942322956 500-515 37 0 0 59 371 58001045130971 515-530 32 0 0 86 365 3 15 0 1 8 465 34 1009 530-545 41 0 1 64 368 18121745432989 545-600 27 0 0 94 368 33026457441004 HOUR TOTALS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 176 0 2 282 1439 21 15 15 7 40 1663 87 3747 415-515 170 0 2 246 1452 21 20 10 4 40 1692 93 3750 430-530 159 0 1 267 1454 16 32 2 4 38 1757 104 3834 445-545 162 0 1 275 1475 13 37 2 5 44 1793 118 3925 500-600 137 0 1 303 1472 12 34 1 5 41 1827 140 3973

PM PEAK HOUR 500-600 303

137 0 1 1472

140

NORDHOFF STREET 1827 5 1 34

DARBY AVENUE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 6:00 AM TO 9:00 AM INTERSECTION: N/S W. UNIVERSITY DRIVE E/W NORDHOFF STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-615 0 0 3 0 121 42010760207 615-630 3 0 0 0 186 03001810274 630-645 1 0 2 0 266 000111060377 645-700 4 0 5 0 348 050111330497 700-715 4 0 5 0 406 290221470577 715-730 6 0 4 0 541 740401780744 730-745 6 2 8 0 593 3 10 0 6 0 188 0 816 745-800 9 2 36 0 597 8 8 0 10 1 220 0 891 80-815 11 0 10 0 505 480922150764 815-830 6 5 15 0 391 11 8 0 3 4 193 0 636 830-845 8 0 12 0 375 13 4 0 6 4 194 0 616 845-900 21 0 17 0 439 6 11 0 4 0 262 0 760 HOUR TOTALS 123456789101112 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-700 8 0 10 0 921 4 10 0 3 3 396 0 1355 615-715 12 0 12 0 1206 2 17 0 4 5 467 0 1725 630-730 15 0 16 0 1561 9 18 0 8 4 564 0 2195 645-745 20 2 22 0 1888 12 28 0 13 3 646 0 2634 700-800 25 4 53 0 2137 20 31 0 22 3 733 0 3028 715-815 32 4 58 0 2236 22 30 0 29 3 801 0 3215 730-830 32 9 69 0 2086 26 34 0 28 7 816 0 3107 745-845 34 7 73 0 1868 36 28 0 28 11 822 0 2907 800-900 46 5 54 0 1710 34 31 0 22 10 864 0 2776

A.M. PEAK HOUR 715-815 0

32 4 58 2236

NORDHOFF STREET 801 29 0 30

W. UNIVERSITY DRIVE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 4:00 PM TO 6:00 PM INTERSECTION: N/S W. UNIVERSITY DRIVE E/W NORDHOFF STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-415 27 3 57 0 409 13 80543970923 415-430 15 4 58 0 388 10 12 0 5 6 377 0 875 430-445 14 4 57 0 366 550683870852 445-500 22 1 68 0 387 450674050905 500-515 34 4 85 0 400 6903445801003 515-530 24 1 56 0 406 780944510966 530-545 24 11 60 0 410 10 12 0 6 11 431 0 975 545-600 19 1 60 0 402 15 80684230942 HOUR TOTALS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 78 12 240 0 1550 32 30 0 22 25 1566 0 3555 415-515 85 13 268 0 1541 25 31 0 20 25 1627 0 3635 430-530 94 10 266 0 1559 22 27 0 24 23 1701 0 3726 445-545 104 17 269 0 1603 27 34 0 24 26 1745 0 3849 500-600 101 17 261 0 1618 38 37 0 24 27 1763 0 3886

PM PEAK HOUR 500-600 0

101 17 261 1618

NORDHOFF STREET 1763 24 0 37

W. UNIVERSITY DRIVE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 6:00 AM TO 9:00 AM INTERSECTION: N/S E. UNIVERSITY DRIVE E/W NORDHOFF STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-615 1 0 1 7 109 14 19 2 12 9 70 1 245 615-630 3 0 0 6 175 36 24 1 21 13 69 1 349 630-645 0 0 0 11 250 28 34 5 23 27 94 2 474 645-700 1 3 1 12 355 63 39 3 35 23 108 3 646 700-715 2 2 4 13 339 89 39 3 34 38 107 3 673 715-730 1 2 4 18 493 107 67 3 68 48 135 6 952 730-745 2 3 2 36 511 114 87 20 99 39 188 8 1109 745-800 8 5 5 34 468 117 93 28 98 47 202 8 1113 80-815 4 6 3 29 404 141 86 10 43 44 171 2 943 815-830 1 4 7 20 399 120 67 17 44 51 163 6 899 830-845 4 2 2 25 338 133 75 13 60 41 163 4 860 845-900 5 2 8 31 329 112 88 8 64 54 195 12 908 HOUR TOTALS 123456789101112 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-700 5 3 2 36 889 141 116 11 91 72 341 7 1714 615-715 6 5 5 42 1119 216 136 12 113 101 378 9 2142 630-730 4 7 9 54 1437 287 179 14 160 136 444 14 2745 645-745 6 10 11 79 1698 373 232 29 236 148 538 20 3380 700-800 13 12 15 101 1811 427 286 54 299 172 632 25 3847 715-815 15 16 14 117 1876 479 333 61 308 178 696 24 4117 730-830 15 18 17 119 1782 492 333 75 284 181 724 24 4064 745-845 17 17 17 108 1609 511 321 68 245 183 699 20 3815 800-900 14 14 20 105 1470 506 316 48 211 190 692 24 3610

A.M. PEAK HOUR 715-815 117

15 16 14 1876

479

NORDHOFF STREET 696 308 61 333

178

E. UNIVERSITY DRIVE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 4:00 PM TO 6:00 PM INTERSECTION: N/S E. UNIVERSITY DRIVE E/W NORDHOFF STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-415 3 4 10 16 315 89 92 8 87 70 380 10 1084 415-430 5 4 9 12 303 93 110 15 72 67 360 9 1059 430-445 8 10 8 9 286 105 114 7 73 83 373 7 1083 445-500 7 9 11 16 301 91 102 13 73 63 394 7 1087 500-515 3 13 8 12 282 113 112 8 87 83 415 9 1145 515-530 6 9 18 8 293 109 119 12 103 66 423 4 1170 530-545 6 8 13 16 319 99 126 5 88 78 443 5 1206 545-600 2 6 11 17 292 89 117 12 87 81 391 14 1119 HOUR TOTALS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 23 27 38 53 1205 378 418 43 305 283 1507 33 4313 415-515 23 36 36 49 1172 402 438 43 305 296 1542 32 4374 430-530 24 41 45 45 1162 418 447 40 336 295 1605 27 4485 445-545 22 39 50 52 1195 412 459 38 351 290 1675 25 4608 500-600 17 36 50 53 1186 410 474 37 365 308 1672 32 4640

PM PEAK HOUR 500-600 53

17 36 50 1186

410

NORDHOFF STREET 1672 365 37 474

308

E. UNIVERSITY DRIVE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 6:00 AM TO 9:00 AM INTERSECTION: N/S ZELZAH AVENUE E/W NORDHOFF STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-615 29 2 2 8 95 324006918232 615-630 41 1 5 10 166 333017520328 630-645 77 0 8 13 218 443009426447 645-700 110 7 14 40 327 9 4 10 0 0 123 28 672 700-715 145 10 16 35 328 5 3 14 2 1 125 28 712 715-730 186 13 14 80 426 6 7 19 3 3 140 68 965 730-745 184 11 10 89 495 8 5 27 4 1 143 100 1077 745-800 199 15 22 105 445 13 5 33 7 2 208 106 1160 80-815 184 21 21 75 431 7 5 22 0 5 155 85 1011 815-830 154 18 14 89 362 10 3 32 0 0 155 89 926 830-845 141 18 14 100 389 4 5 17 4 4 138 115 949 845-900 140 17 19 124 365 7 4 21 4 4 146 121 972 HOUR TOTALS 123456789101112 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 600-700 257 10 29 71 806 19 13 20 0 1 361 92 1679 615-715 373 18 43 98 1039 21 14 30 2 2 417 102 2159 630-730 518 30 52 168 1299 24 18 46 5 4 482 150 2796 645-745 625 41 54 244 1576 28 19 70 9 5 531 224 3426 700-800 714 49 62 309 1694 32 20 93 16 7 616 302 3914 715-815 753 60 67 349 1797 34 22 101 14 11 646 359 4213 730-830 721 65 67 358 1733 38 18 114 11 8 661 380 4174 745-845 678 72 71 369 1627 34 18 104 11 11 656 395 4046 800-900 619 74 68 388 1547 28 17 92 8 13 594 410 3858

A.M. PEAK HOUR 715-815 349

753 60 67 1797

359

NORDHOFF STREET 646 14 101 22

ZELZAH AVENUE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN - MASTER PLAN DATE: THURSDAY, SEPTEMBER 16TH, 2004 PERIOD: 4:00 PM TO 6:00 PM INTERSECTION: N/S ZELZAH AVENUE E/W NORDHOFF STREET

15 MIN COUNTS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-415 148 25 46 32 286 3 12 41 1 5 388 97 1084 415-430 135 16 43 34 290 3 5 45 1 10 375 110 1067 430-445 129 20 31 26 278 4 8 33 1 4 394 133 1061 445-500 148 32 29 35 255 1 8 55 5 1 422 107 1098 500-515 147 35 59 24 294 6 14 57 2 4 433 121 1196 515-530 141 17 35 28 315 2 8 62 1 6 445 126 1186 530-545 156 27 47 45 283 11 13 56 0 8 464 129 1239 545-600 141 30 42 38 271 6 7 49 4 5 415 128 1136 HOUR TOTALS 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 560 93 149 127 1109 11 33 174 8 20 1579 447 4310 415-515 559 103 162 119 1117 14 35 190 9 19 1624 471 4422 430-530 565 104 154 113 1142 13 38 207 9 15 1694 487 4541 445-545 592 111 170 132 1147 20 43 230 8 19 1764 483 4719 500-600 585 109 183 135 1163 25 42 224 7 23 1757 504 4757

PM PEAK HOUR 500-600 135

585 109 183 1163

504

NORDHOFF STREET 1757 7 224 42

ZELZAH AVENUE WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, MARCH 15TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S WHITE OAK AVENUE E/W NORDHOFF STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 23226394150011876627 715-815 20 715-730 555434935300122911809 730-745 411176558640222279873 1633114 2217 745-800 349175928500326915943 800-815 3362457410200023910880 29 815-830 2531104525200217114685 830-845 235184663431117911705 845-900 22135472323111748695 45 HOUR TOTALS 123456789101112 NORDHOFF STR 964 2 0 14 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 153 27 14 22 2037 20 17 0 2 7 912 41 3252 6 715-815 163 31 14 20 2217 29 14 0 2 6 964 45 3505 WHITE OAK AVENUE 730-830 133 29 11 27 2176 29 13 0 2 7 906 48 3381 745-845 115 23 5 29 2084 26 13 3 1 6 858 50 3213 800-900 103 15 7 27 1964 21 10 6 2 4 763 43 2965

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 203463304600138723784 445-545 24 415-430 131222934010541423758 430-445 197392926031541233790 741623 1317 445-500 245553014611344532832 500-515 164943322730245133863 9 515-530 184463312440143642852 530-545 163593531050141936848 545-600 250433713320338731832 143 HOUR TOTALS 123456789101112 NORDHOFF STR 1751 1 13 17 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 76 16 14 22 1216 18 12 5 2 14 1658 111 3164 7 415-515 72 17 19 20 1218 16 13 8 2 15 1722 121 3243 WHITE OAK AVENUE 430-530 77 20 21 24 1256 14 17 11 2 11 1744 140 3337 445-545 74 16 23 24 1317 9 17 13 1 7 1751 143 3395 500-600 75 11 22 22 1387 8 14 14 0 7 1693 142 3395 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, MARCH 15TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S BALBOA AVENUE E/W NORDHOFF STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 38 367 29 16 324 59 27 147 23 27 179 10 1246 715-815 86 715-730 41 394 32 23 416 51 47 205 30 28 212 15 1494 730-745 56 413 30 18 462 51 42 246 33 46 204 17 1618 168 1609 123 1759 745-800 35 417 37 20 475 55 30 254 39 47 249 24 1682 800-815 36 385 24 25 406 49 32 214 35 39 196 19 1460 206 815-830 28 383 43 19 366 48 38 163 39 27 145 12 1311 830-845 20 392 30 10 392 51 42 167 32 32 145 17 1330 845-900 28 328 24 14 388 52 32 158 41 47 132 16 1260 75 HOUR TOTALS 123456789101112 NORDHOFF STR 861 137 919 151 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 170 1591 128 77 1677 216 146 852 125 148 844 66 6040 160 715-815 168 1609 123 86 1759 206 151 919 137 160 861 75 6254 BALBOA AVENUE 730-830 155 1598 134 82 1709 203 142 877 146 159 794 72 6071 745-845 119 1577 134 74 1639 203 142 798 145 145 735 72 5783 800-900 112 1488 121 68 1552 200 144 702 147 145 618 64 5361

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 16 232 23 31 277 33 55 360 45 25 317 34 1448 445-545 99 415-430 18 188 27 31 260 32 48 373 37 25 338 40 1417 430-445 18 208 37 23 254 26 31 359 44 36 323 25 1384 89 827 118 1063 445-500 16 211 30 25 262 29 38 379 56 23 390 34 1493 500-515 24 218 26 22 256 22 52 413 31 30 380 33 1507 117 515-530 20 205 28 30 254 36 58 394 56 31 395 42 1549 530-545 29 193 34 22 291 30 61 385 48 23 357 38 1511 545-600 18 178 25 31 311 33 57 384 55 25 322 43 1482 147 HOUR TOTALS 123456789101112 NORDHOFF STR 1522 191 1571 209 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 68 839 117 110 1053 120 172 1471 182 109 1368 133 5742 107 415-515 76 825 120 101 1032 109 169 1524 168 114 1431 132 5801 BALBOA AVENUE 430-530 78 842 121 100 1026 113 179 1545 187 120 1488 134 5933 445-545 89 827 118 99 1063 117 209 1571 191 107 1522 147 6060 500-600 91 794 113 105 1112 121 228 1576 190 109 1454 156 6049 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, MARCH 15TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S BALBOA AVENUE E/W NORDHOFF STREET

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, MARCH 15TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S WOODLEY AVENUE E/W NORDHOFF STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 16 276 26 12 373 32 39 131 31 41 269 21 1267 730-830 50 715-730 30 304 26 6 444 38 24 129 24 43 254 17 1339 730-745 37 340 30 13 526 49 34 189 33 70 278 25 1624 112 1345 110 1917 745-800 35 335 22 14 487 39 20 142 23 64 269 21 1471 800-815 20 350 29 14 460 54 24 116 26 44 212 18 1367 192 815-830 20 320 29 9 444 50 36 99 31 41 249 19 1347 830-845 23 250 17 13 437 65 33 85 25 43 242 14 1247 845-900 15 201 12 9 461 57 38 72 29 43 175 10 1122 83 HOUR TOTALS 123456789101112 NORDHOFF STR 1008 113 546 114 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 118 1255 104 45 1830 158 117 591 111 218 1070 84 5701 219 715-815 122 1329 107 47 1917 180 102 576 106 221 1013 81 5801 WOODLEY AVENUE 730-830 112 1345 110 50 1917 192 114 546 113 219 1008 83 5809 745-845 98 1255 97 50 1828 208 113 442 105 192 972 72 5432 800-900 78 1121 87 45 1802 226 131 372 111 171 878 61 5083

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 14 92 22 27 288 17 34 217 39 37 375 23 1185 500-600 99 415-430 19 102 27 28 309 22 46 266 31 37 381 24 1292 430-445 11 121 26 16 316 24 50 252 33 41 389 12 1291 71 469 79 1366 445-500 13 118 24 25 320 25 47 263 41 44 427 15 1362 500-515 17 111 18 24 300 24 46 336 27 33 419 22 1377 89 515-530 15 125 20 31 319 26 54 327 34 39 442 28 1460 530-545 17 125 20 22 355 16 53 289 50 24 385 17 1373 545-600 22 108 21 22 392 23 42 320 50 38 387 30 1455 97 HOUR TOTALS 123456789101112 NORDHOFF STR 1633 161 1272 195 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 57 433 99 96 1233 88 177 998 144 159 1572 74 5130 134 415-515 60 452 95 93 1245 95 189 1117 132 155 1616 73 5322 WOODLEY AVENUE 430-530 56 475 88 96 1255 99 197 1178 135 157 1677 77 5490 445-545 62 479 82 102 1294 91 200 1215 152 140 1673 82 5572 500-600 71 469 79 99 1366 89 195 1272 161 134 1633 97 5665 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, MARCH 15TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S 405 SB RAMPS E/W NORDHOFF STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 161 0 81 0 410 63 0 0 0 74 273 0 1062 700-800 0 715-730 165 0 78 0 401 52 0 0 0 84 292 0 1072 730-745 167 0 52 0 413 58 0 0 0 85 306 0 1081 675 0 306 1623 745-800 182 0 95 0 399 53 0 0 0 68 271 0 1068 800-815 177 0 86 0 368 33 0 0 0 90 288 0 1042 226 815-830 174 0 92 0 381 43 0 0 0 70 281 0 1041 830-845 163 0 96 0 398 34 0 0 0 56 257 0 1004 845-900 160 0 83 0 360 32 0 0 0 53 269 0 957 0 HOUR TOTALS 123456789101112 NORDHOFF STR 1142 0 0 0 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 675 0 306 0 1623 226 0 0 0 311 1142 0 4283 311 715-815 691 0 311 0 1581 196 0 0 0 327 1157 0 4263 405 SB RAMPS 730-830 700 0 325 0 1561 187 0 0 0 313 1146 0 4232 745-845 696 0 369 0 1546 163 0 0 0 284 1097 0 4155 800-900 674 0 357 0 1507 142 0 0 0 269 1095 0 4044

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 110 1 105 0 340 59 0 0 0 208 325 0 1148 500-600 0 415-430 125 1 90 0 322 57 0 0 0 200 290 0 1085 430-445 122 0 102 0 311 47 0 0 0 220 320 0 1122 537 0 377 1331 445-500 121 0 97 0 295 41 0 0 0 209 312 0 1075 500-515 128 0 109 0 345 63 0 0 0 224 350 0 1219 210 515-530 143 0 87 0 338 53 0 0 0 179 301 0 1101 530-545 133 0 94 0 327 49 0 0 0 203 329 0 1135 545-600 133 0 87 0 321 45 0 0 0 176 326 0 1088 0 HOUR TOTALS 123456789101112 NORDHOFF STR 1306 0 0 0 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 478 2 394 0 1268 204 0 0 0 837 1247 0 4430 782 415-515 496 1 398 0 1273 208 0 0 0 853 1272 0 4501 405 SB RAMPS 430-530 514 0 395 0 1289 204 0 0 0 832 1283 0 4517 445-545 525 0 387 0 1305 206 0 0 0 815 1292 0 4530 500-600 537 0 377 0 1331 210 0 0 0 782 1306 0 4543 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: TUESDAY, MARCH 15TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S 405 NB RAMPS E/W NORDHOFF STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 0 0 0 96 308 0 46 0 155 0 252 118 975 700-800 440 715-730 0 0 0 91 337 0 25 0 127 0 241 125 946 730-745 0 0 0 133 315 0 27 0 141 0 255 137 1008 0 0 0 1269 745-800 0 0 0 120 309 0 42 0 163 0 230 105 969 800-815 0 0 0 69 217 0 32 0 170 0 273 122 883 0 815-830 0 0 0 89 253 0 39 1 188 0 251 109 930 830-845 0 0 0 74 228 0 34 0 195 0 256 126 913 845-900 0 0 0 77 212 0 30 0 199 0 224 103 845 485 HOUR TOTALS 123456789101112 NORDHOFF STR 978 586 0 140 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 0 0 0 440 1269 0 140 0 586 0 978 485 3898 0 715-815 0 0 0 413 1178 0 126 0 601 0 999 489 3806 405 NB RAMPS 730-830 0 0 0 411 1094 0 140 1 662 0 1009 473 3790 745-845 0 0 0 352 1007 0 147 1 716 0 1010 462 3695 800-900 0 0 0 309 910 0 135 1 752 0 1004 460 3571

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 0 0 0 65 217 0 109 0 171 0 305 108 975 500-600 251 415-430 0 0 0 46 218 0 113 0 150 0 300 104 931 430-445 0 0 0 72 214 0 97 0 155 0 288 122 948 0 0 0 830 445-500 0 0 0 55 202 0 108 1 158 0 293 109 926 500-515 0 0 0 64 219 0 108 0 176 0 318 126 1011 0 515-530 0 0 0 61 201 0 101 0 176 0 288 126 953 530-545 0 0 0 52 214 0 125 0 169 0 301 124 985 545-600 0 0 0 74 196 0 103 0 185 0 284 106 948 482 HOUR TOTALS 123456789101112 NORDHOFF STR 1191 706 0 437 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 0 0 0 238 851 0 427 1 634 0 1186 443 3780 0 415-515 0 0 0 237 853 0 426 1 639 0 1199 461 3816 405 NB RAMPS 430-530 0 0 0 252 836 0 414 1 665 0 1187 483 3838 445-545 0 0 0 232 836 0 442 1 679 0 1200 485 3875 500-600 0 0 0 251 830 0 437 0 706 0 1191 482 3897 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: THURSDAY, MARCH 17TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S RESEDA BLVD. E/W PARTHENIA STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 58 169 15 13 244 31 28 143 13 20 188 26 948 730-830 87 715-730 72 228 14 21 305 34 29 145 23 27 211 30 1139 730-745 73 239 26 24 323 40 53 214 27 31 283 43 1376 356 1036 86 1195 745-800 98 258 18 21 304 39 54 230 37 32 313 66 1470 800-815 106 281 19 21 287 49 38 195 23 23 253 43 1338 179 815-830 79 258 23 21 281 51 49 158 28 29 220 46 1243 830-845 63 224 20 18 225 49 20 187 22 17 155 49 1049 845-900 57 239 14 31 216 38 27 210 14 23 166 56 1091 198 HOUR TOTALS 123456789101112 PARTHENIA STR 1069 115 797 194 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 301 894 73 79 1176 144 164 732 100 110 995 165 4933 115 715-815 349 1006 77 87 1219 162 174 784 110 113 1060 182 5323 RESEDA BLVD. 730-830 356 1036 86 87 1195 179 194 797 115 115 1069 198 5427 745-845 346 1021 80 81 1097 188 161 770 110 101 941 204 5100 800-900 305 1002 76 91 1009 187 134 750 87 92 794 194 4721

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 74 269 36 32 182 30 61 251 30 28 271 55 1319 430-530 124 415-430 66 274 27 25 198 43 69 285 27 35 256 65 1370 430-445 57 258 30 33 218 34 63 269 35 36 323 58 1414 252 1048 101 884 445-500 65 257 26 34 238 42 38 292 18 22 276 63 1371 500-515 59 274 25 27 226 34 75 309 20 37 339 75 1500 158 515-530 71 259 20 30 202 48 54 284 17 54 317 75 1431 530-545 64 240 29 28 226 33 42 235 19 29 242 57 1244 545-600 59 255 16 37 203 33 44 300 22 41 334 74 1418 271 HOUR TOTALS 123456789101112 PARTHENIA STR 1255 90 1154 230 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 262 1058 119 124 836 149 231 1097 110 121 1126 241 5474 149 415-515 247 1063 108 119 880 153 245 1155 100 130 1194 261 5655 RESEDA BLVD. 430-530 252 1048 101 124 884 158 230 1154 90 149 1255 271 5716 445-545 259 1030 100 119 892 157 209 1120 74 142 1174 270 5546 500-600 253 1028 90 122 857 148 215 1128 78 161 1232 281 5593 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: THURSDAY, MARCH 17TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S LINDEY AVENUE E/W PARTHENIA STREET

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 16 212 10 7 296 42 39 149 23 35 218 7 1054 715-815 67 715-730 10 252 7 12 340 45 47 202 31 38 204 12 1200 730-745 20 307 18 21 340 46 65 208 37 56 270 20 1408 78 1206 73 1372 745-800 23 297 25 21 333 34 66 267 28 39 312 28 1473 800-815 25 350 23 13 359 51 64 182 28 39 271 24 1429 176 815-830 22 253 15 15 276 52 44 172 30 44 190 14 1127 830-845 12 207 11 10 235 61 38 144 30 22 183 12 965 845-900 10 170 19 16 233 71 32 162 22 32 148 10 925 84 HOUR TOTALS 123456789101112 PARTHENIA STR 1057 124 859 242 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 69 1068 60 61 1309 167 217 826 119 168 1004 67 5135 172 715-815 78 1206 73 67 1372 176 242 859 124 172 1057 84 5510 LINDEY AVENUE 730-830 90 1207 81 70 1308 183 239 829 123 178 1043 86 5437 745-845 82 1107 74 59 1203 198 212 765 116 144 956 78 4994 800-900 69 980 68 54 1103 235 178 660 110 137 792 60 4446

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 15 183 17 16 217 36 78 224 43 38 324 26 1217 445-545 82 415-430 16 187 15 18 234 38 93 241 37 33 293 28 1233 430-445 11 171 17 27 247 34 91 258 35 48 311 29 1279 59 801 70 969 445-500 13 201 17 21 275 32 95 270 40 46 311 22 1343 500-515 14 180 16 26 218 39 109 284 36 27 339 40 1328 131 515-530 11 214 18 20 245 34 108 290 39 38 324 28 1369 530-545 21 206 19 15 231 26 124 287 43 41 341 24 1378 545-600 17 203 15 24 242 54 95 283 33 34 306 28 1334 114 HOUR TOTALS 123456789101112 PARTHENIA STR 1315 158 1131 436 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 55 742 66 82 973 140 357 993 155 165 1239 105 5072 152 415-515 54 739 65 92 974 143 388 1053 148 154 1254 119 5183 LINDEY AVENUE 430-530 49 766 68 94 985 139 403 1102 150 159 1285 119 5319 445-545 59 801 70 82 969 131 436 1131 158 152 1315 114 5418 500-600 63 803 68 85 936 153 436 1144 151 140 1310 120 5409 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: THURSDAY, MARCH 17TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S RESEDA BLVD. E/W ROSCOE BLVD.

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 27 146 15 21 162 21 31 115 20 21 194 25 798 730-830 131 715-730 39 194 24 24 253 24 18 137 31 20 231 37 1032 730-745 45 198 35 39 318 20 27 202 31 20 286 44 1265 144 832 160 1104 745-800 37 209 47 35 263 30 24 218 46 27 300 44 1280 800-815 29 222 31 28 252 32 32 159 35 23 276 38 1157 114 815-830 33 203 47 29 271 32 32 157 38 17 237 32 1128 830-845 37 183 48 37 237 25 23 169 21 28 225 36 1069 845-900 30 171 39 33 223 30 21 171 22 20 178 40 978 158 HOUR TOTALS 123456789101112 ROSCOE BLVD. 1099 150 736 115 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 148 747 121 119 996 95 100 672 128 88 1011 150 4375 87 715-815 150 823 137 126 1086 106 101 716 143 90 1093 163 4734 RESEDA BLVD. 730-830 144 832 160 131 1104 114 115 736 150 87 1099 158 4830 745-845 136 817 173 129 1023 119 111 703 140 95 1038 150 4634 800-900 129 779 165 127 983 119 108 656 116 88 916 146 4332

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 35 214 62 60 256 33 40 224 53 42 266 53 1338 445-545 201 415-430 39 218 61 63 243 31 44 221 40 38 310 53 1361 430-445 46 211 42 65 258 33 43 231 46 27 283 54 1339 200 878 196 1096 445-500 42 202 43 56 282 24 44 231 43 31 313 45 1356 500-515 50 225 52 58 280 21 41 226 48 23 329 48 1401 104 515-530 61 232 52 42 268 27 40 214 50 40 349 60 1435 530-545 47 219 49 45 266 32 37 216 43 34 325 55 1368 545-600 38 222 39 52 229 26 40 211 41 38 306 44 1286 208 HOUR TOTALS 123456789101112 ROSCOE BLVD. 1316 184 887 162 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 162 845 208 244 1039 121 171 907 182 138 1172 205 5394 128 415-515 177 856 198 242 1063 109 172 909 177 119 1235 200 5457 RESEDA BLVD. 430-530 199 870 189 221 1088 105 168 902 187 121 1274 207 5531 445-545 200 878 196 201 1096 104 162 887 184 128 1316 208 5560 500-600 196 898 192 197 1043 106 158 867 182 135 1309 207 5490 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES, INC. PROJECT: CSUN MASTER PLAN DATE: THURSDAY, MARCH 17TH, 2005 PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM INTERSECTION: N/S LINDEY AVENUE E/W ROSCOE BLVD.

15 MIN COUNTS 7:00 AM TO 9:00 AM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR 700-715 21 207 28 24 228 29 11 148 19 15 209 25 964 715-815 160 715-730 13 259 39 40 270 29 14 188 21 27 241 23 1164 730-745 26 299 36 45 291 25 14 279 27 18 275 30 1365 93 1087 158 1121 745-800 25 261 36 26 260 40 17 273 27 57 290 36 1348 800-815 29 268 47 49 300 36 14 182 30 19 204 22 1200 130 815-830 35 249 38 41 273 21 22 147 15 14 188 15 1058 830-845 42 210 30 43 245 31 7 147 14 10 172 17 968 845-900 22 203 43 39 248 22 15 126 14 12 170 16 930 111 HOUR TOTALS 123456789101112 ROSCOE BLVD. 1010 105 922 59 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 700-800 85 1026 139 135 1049 123 56 888 94 117 1015 114 4841 121 715-815 93 1087 158 160 1121 130 59 922 105 121 1010 111 5077 LINDEY AVENUE 730-830 115 1077 157 161 1124 122 67 881 99 108 957 103 4971 745-845 131 988 151 159 1078 128 60 749 86 100 854 90 4574 800-900 128 930 158 172 1066 110 58 602 73 55 734 70 4156

15 MIN COUNTS 4:00 PM TO 6:00 PM 123456789101112 PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR 400-415 20 154 30 53 242 22 15 249 23 25 294 31 1158 500-600 269 415-430 21 199 37 44 225 24 17 236 22 32 303 33 1193 430-445 21 177 23 56 270 29 26 259 22 31 291 41 1246 83 850 144 1154 445-500 28 189 29 63 265 24 15 261 21 23 291 32 1241 500-515 18 211 32 63 269 24 14 266 30 30 363 35 1355 105 515-530 23 202 38 62 288 24 20 269 23 32 343 32 1356 530-545 16 211 35 68 315 31 24 301 18 37 304 34 1394 545-600 26 226 39 76 282 26 14 262 22 34 295 27 1329 128 HOUR TOTALS 123456789101112 ROSCOE BLVD. 1305 93 1098 72 TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL 400-500 90 719 119 216 1002 99 73 1005 88 111 1179 137 4838 133 415-515 88 776 121 226 1029 101 72 1022 95 116 1248 141 5035 LINDEY AVENUE 430-530 90 779 122 244 1092 101 75 1055 96 116 1288 140 5198 445-545 85 813 134 256 1137 103 73 1097 92 122 1301 133 5346 500-600 83 850 144 269 1154 105 72 1098 93 133 1305 128 5434

SEGMENTS

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 24-HOUR ADT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN LOCATION: PRAIRIE STREET WEST OF RESEDA BOULEVARD DATE: WEDNESDAY, MARCH 30TH, 2005

DIRECTION: EB DIRECTION: WB TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR TOTALS TOTALS 0:00 7246 19 0:00 5442 15 1:00 14 14 2 2 32 1:00 5032 10 2:00 0442 10 2:00 2002 4 3:00 1335 12 3:00 1621 10 4:00 1212 6 4:00 0001 1 5:00 2246 14 5:00 0010 1 6:00 2343 12 6:00 1113 6 7:00 14 14 5 20 53 7:00 3202 7 8:00 24 24 31 45 124 8:00 1 8 4 19 32 9:00 44 30 32 31 137 9:00 6422 14 10:00 30 24 31 20 105 10:00 14 6 9 9 38 11:00 22 23 22 22 89 11:00 3 6 14 14 37 12:00 20 20 24 22 86 12:00 20 22 18 16 76 13:00 31 40 40 54 165 13:00 4 14 10 12 40 14:00 44 44 42 50 180 14:00 14 20 20 4 58 15:00 40 45 35 36 156 15:00 16 14 18 22 70 16:00 22 52 29 48 151 16:00 21 32 23 16 92 17:00 50 42 28 32 152 17:00 14 16 22 22 74 18:00 50 49 56 59 214 18:00 24 22 24 34 104 19:00 53 51 60 62 226 19:00 32 24 24 31 111 20:00 31 22 28 24 105 20:00 24 14 20 23 81 21:00 18 28 19 18 83 21:00 12 12 20 16 60 22:00 12 30 11 12 65 22:00 14 20 12 14 60 23:00 14 14 20 15 63 23:00 8 20 2 4 34 TOTAL 2259 TOTAL 1035

AM PEAK HOUR 0845-0945 AM PEAK HOUR 0000-0100 VOLUME 151 VOLUME 38 PM PEAK HOUR 1900-2000 PM PEAK HOUR 1830-1930 VOLUME 226 VOLUME 114

TOTAL BI-DIRECTIONAL VOLUME 3294 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 24-HOUR ADT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN LOCATION: VINCENNES STREET WEST OF DARBY AVENUE DATE: WEDNESDAY, MARCH 30TH, 2005

DIRECTION: EB DIRECTION: WB TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR TOTALS TOTALS 0:00 3423 12 0:00 3121 7 1:00 4525 16 1:00 4621 13 2:00 0110 2 2:00 2523 12 3:00 0223 7 3:00 1522 10 4:00 0051 6 4:00 0140 5 5:00 2253 12 5:00 1032 6 6:00 3 2 4 12 21 6:00 4 5 10 10 29 7:00 14 34 50 68 166 7:00 14 20 16 16 66 8:00 34 20 30 36 120 8:00 15 14 14 22 65 9:00 18 12 20 19 69 9:00 20 22 14 14 70 10:00 19 10 20 20 69 10:00 20 20 15 20 75 11:00 20 20 23 22 85 11:00 22 20 20 25 87 12:00 14 15 22 22 73 12:00 61 24 32 31 148 13:00 19 19 20 30 88 13:00 20 22 28 24 94 14:00 32 24 24 31 111 14:00 35 15 32 14 96 15:00 20 26 44 55 145 15:00 28 31 28 22 109 16:00 42 35 35 30 142 16:00 36 25 22 26 109 17:00 22 18 26 38 104 17:00 34 29 25 16 104 18:00 46 44 40 52 182 18:00 28 26 38 51 143 19:00 28 22 14 6 70 19:00 59 20 18 14 111 20:00 20 10 12 12 54 20:00 18 7 14 15 54 21:00 18 12 12 10 52 21:00 22 22 14 22 80 22:00 14 4 10 8 36 22:00 16 4 1 22 43 23:00 6163 16 23:00 6163 16 TOTAL 1658 TOTAL 1552

AM PEAK HOUR 0715-0815 AM PEAK HOUR 1100-1200 VOLUME 186 VOLUME 87 PM PEAK HOUR 1800-1900 PM PEAK HOUR 1815-1915 VOLUME 182 VOLUME 174

TOTAL BI-DIRECTIONAL VOLUME 3210 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 24-HOUR ADT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN LOCATION: DEARBORN STREET WEST OF DARBY AVENUE DATE: WEDNESDAY, MARCH 30TH, 2005

DIRECTION: EB DIRECTION: WB TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR TOTALS TOTALS 0:00 8527 22 0:00 5162 14 1:00 2445 15 1:00 3204 9 2:00 3312 9 2:00 2312 8 3:00 0231 6 3:00 0411 6 4:00 1011 3 4:00 0322 7 5:00 0454 13 5:00 1120 4 6:00 4 0 4 12 20 6:00 4 6 8 11 29 7:00 8 10 7 12 37 7:00 14 20 12 8 54 8:00 10 5 18 8 41 8:00 12 12 13 14 51 9:00 16 12 9 21 58 9:00 13 26 11 16 66 10:00 9 7 12 21 49 10:00 16 12 18 31 77 11:00 13 15 24 24 76 11:00 20 12 18 26 76 12:00 25 22 25 32 104 12:00 29 20 23 26 98 13:00 22 32 30 29 113 13:00 31 12 22 40 105 14:00 34 24 22 22 102 14:00 42 20 14 18 94 15:00 21 26 20 28 95 15:00 31 34 31 31 127 16:00 22 14 24 22 82 16:00 34 36 30 18 118 17:00 16 22 25 30 93 17:00 25 28 28 34 115 18:00 30 33 39 26 128 18:00 40 36 28 46 150 19:00 23 12 29 14 78 19:00 32 23 21 24 100 20:00 22 18 14 15 69 20:00 18 22 22 19 81 21:00 18 22 28 15 83 21:00 14 34 29 22 99 22:00 21 14 7 14 56 22:00 21 12 10 9 52 23:00 4 11 8 7 30 23:00 12 7 7 3 29 TOTAL 1382 TOTAL 1569

AM PEAK HOUR 1100-1200 AM PEAK HOUR 1015-1115 VOLUME 76 VOLUME 81 PM PEAK HOUR 1745-1845 PM PEAK HOUR 1800-1900 VOLUME 132 VOLUME 150

TOTAL BI-DIRECTIONAL VOLUME 2951 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 24-HOUR ADT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN LOCATION: PRIARIE STREET BETWEEN WEST OF DARBY AVENUE DATE: WEDNESDAY, MARCH 30TH, 2005

DIRECTION: EB DIRECTION: WB TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR TOTALS TOTALS 0:00 7626 21 0:00 1112 5 1:00 3611 11 1:00 0430 7 2:00 3112 7 2:00 0000 0 3:00 1210 4 3:00 0000 0 4:00 3463 16 4:00 2000 2 5:00 8427 21 5:00 0034 7 6:00 4 20 20 23 67 6:00 0 0 12 4 16 7:00 22 43 58 81 204 7:00 6 4 4 12 26 8:00 64 41 48 70 223 8:00 18 22 14 20 74 9:00 54 54 50 61 219 9:00 21 22 20 22 85 10:00 70 52 58 42 222 10:00 24 40 22 20 106 11:00 31 52 34 41 158 11:00 44 40 21 22 127 12:00 100 74 71 90 335 12:00 20 20 14 19 73 13:00 99 66 34 54 253 13:00 15 20 40 52 127 14:00 26 33 28 23 110 14:00 66 46 42 44 198 15:00 32 36 44 54 166 15:00 52 58 46 42 198 16:00 52 50 44 27 173 16:00 59 38 59 52 208 17:00 24 41 34 36 135 17:00 62 70 60 46 238 18:00 34 40 55 57 186 18:00 60 61 64 63 248 19:00 30 28 22 22 102 19:00 62 40 32 22 156 20:00 20 16 19 20 75 20:00 20 25 33 22 100 21:00 12 20 20 21 73 21:00 23 34 42 30 129 22:00 18 16 5 7 46 22:00 24 21 8 10 63 23:00 8 14 6 4 32 23:00 8 11 6 10 35 TOTAL 2859 TOTAL 2228

AM PEAK HOUR 0715-0815 AM PEAK HOUR 1100-1200 VOLUME 246 VOLUME 127 PM PEAK HOUR 1200-1300 PM PEAK HOUR 1815-1915 VOLUME 335 VOLUME 250

TOTAL BI-DIRECTIONAL VOLUME 5087 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 24-HOUR ADT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN LOCATION: ETIWAND AVENUE NORTH OF HALSTED STREET DATE: WEDNESDAY, MARCH 30TH, 2005

DIRECTION: NB DIRECTION: SB TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR TOTALS TOTALS 0:00 4222 10 0:00 3200 5 1:00 1112 5 1:00 1110 3 2:00 0010 1 2:00 0131 5 3:00 0001 1 3:00 0110 2 4:00 2000 2 4:00 1102 4 5:00 0000 0 5:00 2243 11 6:00 2434 13 6:00 6 6 8 11 31 7:00 2 10 5 22 39 7:00 20 22 54 70 166 8:00 14 10 6 8 38 8:00 51 52 39 50 192 9:00 10 22 16 12 60 9:00 31 44 20 22 117 10:00 4 12 19 32 67 10:00 20 22 30 29 101 11:00 22 14 22 22 80 11:00 14 14 20 20 68 12:00 25 38 45 26 134 12:00 22 22 21 20 85 13:00 26 24 34 32 116 13:00 20 19 31 40 110 14:00 64 31 52 31 178 14:00 20 20 31 30 101 15:00 26 36 31 25 118 15:00 20 31 31 44 126 16:00 30 23 32 36 121 16:00 23 19 32 18 92 17:00 33 59 50 30 172 17:00 22 31 22 20 95 18:00 32 31 28 31 122 18:00 20 26 32 20 98 19:00 44 28 10 11 93 19:00 16 8 14 7 45 20:00 20 22 20 25 87 20:00 8 14 14 9 45 21:00 22 30 25 16 93 21:00 14 8 11 10 43 22:00 20 8 7 8 43 22:00 6646 22 23:00 6426 18 23:00 6452 17 TOTAL 1611 TOTAL 1584

AM PEAK HOUR 1045-1145 AM PEAK HOUR 0730-0830 VOLUME 90 VOLUME 227 PM PEAK HOUR 1345-1445 PM PEAK HOUR 1515-1615 VOLUME 179 VOLUME 129

TOTAL BI-DIRECTIONAL VOLUME 3195 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 24-HOUR ADT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN LOCATION: ETIWANA AVENUE SOUTH OF NORDHOFF STREET DATE: WEDNESDAY, MARCH 30TH, 2005

DIRECTION: NB DIRECTION: SB TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR TOTALS TOTALS 0:00 4400 8 0:00 6251 14 1:00 0001 1 1:00 4001 5 2:00 0002 2 2:00 2001 3 3:00 0012 3 3:00 1001 2 4:00 0060 6 4:00 0011 2 5:00 3123 9 5:00 1122 6 6:00 6046 16 6:00 2223 9 7:00 15 6 24 20 65 7:00 1 2 14 21 38 8:00 14 10 5 20 49 8:00 15 15 18 22 70 9:00 15 15 15 23 68 9:00 14 6 10 30 60 10:00 20 20 10 19 69 10:00 30 20 22 29 101 11:00 14 14 20 21 69 11:00 30 5 22 22 79 12:00 24 12 14 16 66 12:00 20 18 18 28 84 13:00 20 14 22 20 76 13:00 22 12 16 23 73 14:00 21 20 23 8 72 14:00 24 18 14 28 84 15:00 14 24 18 20 76 15:00 14 22 25 26 87 16:00 9 16 16 14 55 16:00 42 38 40 20 140 17:00 14 24 9 19 66 17:00 30 51 52 20 153 18:00 14 24 32 22 92 18:00 26 39 38 29 132 19:00 22 16 10 14 62 19:00 36 22 14 14 86 20:00 12 10 12 10 44 20:00 14 6 20 20 60 21:00 14 14 16 24 68 21:00 12 16 10 12 50 22:00 10 14 14 10 48 22:00 20 16 14 8 58 23:00 6659 26 23:00 14 3 6 0 23 TOTAL 1116 TOTAL 1419

AM PEAK HOUR 0930-1030 AM PEAK HOUR 0945-1045 VOLUME 78 VOLUME 102 PM PEAK HOUR 1815-1915 PM PEAK HOUR 1645-1745 VOLUME 100 VOLUME 153

TOTAL BI-DIRECTIONAL VOLUME 2535 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 24-HOUR ADT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN LOCATION: NORDHOFF STREET SOUTH OF ZELZAH AVENUE DATE: WEDNESDAY, MARCH 30TH, 2005

DIRECTION: NB DIRECTION: SB TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR TOTALS TOTALS 0:00 1214 8 0:00 5126 14 1:00 3210 6 1:00 3461 14 2:00 1001 2 2:00 2052 9 3:00 0200 2 3:00 2112 6 4:00 1020 3 4:00 2002 4 5:00 3215 11 5:00 8429 23 6:00 7 19 22 21 69 6:00 7 14 22 24 67 7:00 20 22 21 20 83 7:00 44 24 22 21 111 8:00 21 22 22 22 87 8:00 22 24 22 30 98 9:00 40 41 42 31 154 9:00 44 21 22 20 107 10:00 31 22 22 20 95 10:00 12 12 20 14 58 11:00 20 15 15 22 72 11:00 14 22 14 14 64 12:00 22 15 14 24 75 12:00 22 21 22 34 99 13:00 24 24 28 35 111 13:00 30 30 24 22 106 14:00 22 32 31 34 119 14:00 38 29 22 30 119 15:00 42 44 56 56 198 15:00 31 31 44 44 150 16:00 54 57 60 62 233 16:00 31 39 22 22 114 17:00 78 98 71 76 323 17:00 44 41 38 42 165 18:00 66 48 48 22 184 18:00 38 38 34 24 134 19:00 31 22 22 15 90 19:00 22 18 22 22 84 20:00 14 11 14 6 45 20:00 19 14 7 9 49 21:00 6899 32 21:00 18 12 16 10 56 22:00 16 10 2 4 32 22:00 6 14 4 1 25 23:00 3440 11 23:00 3434 14 TOTAL 2045 TOTAL 1690

AM PEAK HOUR 0900-1000 AM PEAK HOUR 0815-0915 VOLUME 154 VOLUME 120 PM PEAK HOUR 1700-1800 PM PEAK HOUR 1700-1800 VOLUME 323 VOLUME 165

TOTAL BI-DIRECTIONAL VOLUME 3735 WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 24-HOUR ADT COUNT SUMMARY

CLIENT: KAKU ASSOCIATES PROJECT: CSUN LOCATION: PRAIRIE STREET BETWEEN EAST OF ZELZAH AVENUE DATE: WEDNESDAY, MARCH 30TH, 2005

DIRECTION: EB DIRECTION: WB TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR TOTALS TOTALS 0:00 6121 10 0:00 0100 1 1:00 4002 6 1:00 0010 1 2:00 1000 1 2:00 0000 0 3:00 1000 1 3:00 0000 0 4:00 0000 0 4:00 0010 1 5:00 0011 2 5:00 0101 2 6:00 1106 8 6:00 0325 10 7:00 4 5 10 4 23 7:00 11 14 11 19 55 8:00 10 10 13 8 41 8:00 5441 14 9:00 6 8 25 14 53 9:00 14 6 14 7 41 10:00 18 10 15 6 49 10:00 8 14 6 5 33 11:00 4 12 14 12 42 11:00 7 6 3 10 26 12:00 23 6 6 14 49 12:00 7 5 14 5 31 13:00 14 16 2 14 46 13:00 14 14 6 9 43 14:00 28 14 8 12 62 14:00 20 8 6 4 38 15:00 8 16 23 22 69 15:00 10 12 19 14 55 16:00 14 15 19 16 64 16:00 6162 15 17:00 22 24 18 16 80 17:00 13 9 8 12 42 18:00 20 21 24 9 74 18:00 9 13 8 8 38 19:00 14 8 14 20 56 19:00 8645 23 20:00 9 7 12 6 34 20:00 1644 15 21:00 8 14 4 4 30 21:00 6134 14 22:00 0111 3 22:00 3210 6 23:00 1100 2 23:00 0101 2 TOTAL 805 TOTAL 506

AM PEAK HOUR 0930-1030 AM PEAK HOUR 0700-0800 VOLUME 67 VOLUME 55 PM PEAK HOUR 1630-1730 PM PEAK HOUR 1500-1600 VOLUME 81 VOLUME 55

TOTAL BI-DIRECTIONAL VOLUME 1311

APPENDIX C

SAN FERNANDO VALLEY CORRIDOR SIGNAL SYSTEM IMPROVEMENT PROGRAM

Source: Caltrans District 7 Local Projects

APPENDIX C SAN FERNANDO VALLEY CORRIDOR SIGNAL SYSTEM IMPROVEMENT PROGRAM

APPENDIX D

ZIP CODE DATA

APPENDIX D-1 STUDENT ZIP CODE DATA APPENDIX D-2 FACULTY/STAFF ZIP CODE DATA

APPENDIX E

CSUN MASTER PLAN PARKING DESIGNATION

APPENDIX E CSUN Envision 2035 Master Plan Parking Count

CAMPUS-USE Parking Structures

Existing Parking Structures Location Use Footprint Levels GSF SF/space # of spaces PS-B2/B3a Commuter n/a 5 675,000 n/a 2,068 PS-B5a Commuter n/a 4 577,000 n/a 1,348 PS-G9a Student Housing n/a 4 212,000 n/a 606 Total 4,022

Parking Structures Proposed (campus use) Location Use Footprint Levels GSF SF/space # of spaces dimensions PS-B1 Commuter 120,000 6 720,000 325 2,215 500 x 240 PS-B6 Student Housing 52,560 6 315,360 325 970 180 x 292 PS-F9 Student Housing 39,600 5 198,000 325 609 180 x 220 PS-G3 Commuter 108,000 6 648,000 325 1,994 240 x 450 PS-G4 Commuter 150,000 6 900,000 325 2,769 300 x 500 PS-G6 Commuter/St.Hsg* 150,000 6 900,000 325 2,769 300 x 500 Total 11,327

CAMPUS-USE Surface Parking

Existing Surface Parking to Remain Location Use Footprint Levels GSF SF/space # of spaces L-B2c Commuter 73,000 1 73,000 350 209 L-B4e Commuter 100,400 1 100,400 350 287 L-B5e Student Housing 28,000 1 28,000 350 80 L-D1a Handicap/Meters 67,600 1 67,600 n/a 35 L-E5a Handicap 20,000 1 20,000 n/a 25 L-F7 Facilities Mgmt n/a 1 n/a n/a 27 L-G7 Student Housing 31,000 1 31,000 n/a 91 L-G8 Student Housing n/a 1 n/a n/a 220 L-G12 Community/Rec n/a 1 n/a n/a 140 Total 1,113

Parking Lots Proposed (campus use) Location Use Footprint Levels GSF SF/space # of spaces L-B6 Student Housing 37,330 1 37,330 350 107 L-E6 Student Housing 78,580 1 78,580 350 225 L-G2 Commuter 60,700 1 60,700 350 173 ADA E. Uni. Dr. Handicap n/a 1 n/a n/a 24 Total 529

On-street Parking Location Use Footprint Levels GSF SF/space # of spaces Various Various unknown 1 unknown unknown 537 Total 537

CAMPUS-USE TOTAL for Parking Structures and Lots Total Campus-use spaces

17,528

NON CAMPUS-USE PARKING Parking Structures Proposed (non-campus use) Location Use Footprint Levels GSF SF/space # of spaces dimensions PS-F10b Fac/Staff Res. 36,000 5 180,000 325 554 300 x 120 Total 554

Parking Lots Proposed (non-campus use) Location Use Footprint Levels GSF SF/space # of spaces L-B3d Police/Public Safety 31,000 1 31,000 350 89 L-G11 Retail 62,600 1 62,600 350 179 Total 267

NON CAMPUS-USE TOTALS for Parking Structures and Lots Total Non Campus-use spaces

821

ASSUMPTIONS NOTES Ratio of Parking to Student Beds= 0.6 * University Park residents to use portion of the G6 parking structure for residential parking; Area per stall in Structures= 325sf / space ACMP has calculated 1,032 residential spaces needed, leaving 1,737 commuter spaces remaining. Area per stall in Lots= 350sf / space a. Number of parking spaces and levels provided by CSUN. Area calculated by ACMP. b. Parking for faculty apartments not included in campus supply. c. B-2 calculation based on remaining area after construction of parking structure B-2 and police station. d. B-3 Police lot will be used mainly for police and campus vehicles. Not included in "Campus-Use Total " parking count. e. Calculation based on remaining square footage after infill of existing lot with other facilities and structures.

APPENDIX F

SIGNAL WARRANT ANALYSIS

Kaku Associates, Inc. 9/1/2005

TRAFFIC SIGNAL WARRANT INPUT PARAMETERS WARRANTS SELECTED FOR ANALYSIS

INTERSECTION AND SCENARIO IDENTIFIERS MUTCD Caltrans Available Desired for Major Street: Plummer Street Warrant Warrant on Analysis? Applicable Minor Street: White Oak Avenue Warrant Number Number Worksheet? (Y or N) Time Period Scenario: Cumulative Plus Project Urban/Rural: u (U=urban, R=rural) See Note [a] Eight-Hour Vehicular Volume 1 Minimum Vehicular Volume 1A 1 Yes Y 8th Highest Hr Interruption of Continuous Traffic 1B 2 Yes Y 8th Highest Hr NUMBER OF LANES FOR MOVING TRAFFIC ON EACH APPROACH Combination of Conditions A and B 1C 8 Yes Y 8th Highest Hr Major Street: 2 Four Hour Volume 2 9 Yes Y 4th Highest Hr Minor Street: 1 Peak Hour Volume 3 11 Yes Y Peak Hour Estimated Average Daily Traffic n/a n/a Yes N Daily

TRAFFIC VOLUME DATA Peak 4th 8th Minimum Pedestrian Volume 3 No n/a n/a Hour Highest Highest Estimated School Crossings 4 No n/a n/a Note [b] Hour Hour Daily Progressive Movement 5 No n/a n/a Accident Experience 6 No n/a n/a Hourly Factor (% of Peak Hour) n/a 85% 60% n/a Systems Warrant 7 No n/a n/a Peak Hour Delay 10 No n/a n/a Vehicles Per Hour (Peak Hour) Major Street-Approach 1: 1,405 1,194 843 0 Major Street-Approach 2: 460 391 276 0 Major Street-Heavier Left Turn: See Note [c] 0 000 Minor Street-Higher Volume App: 220 187 132 0

Notes: a. Use "rural" if the major-street speed exceeds 40 mph or in an isolated community with a population of less than 10,000. Otherwise, use "urban" (default value) b. The single highest hour of the day, whether it be AM peak hour or PM peak hour or even some other hour. It is normally not necessary to test both AM peak hour and PM peak hour c. Use if separate signal phase to be provided for left-turn movement

Yellow shading indicates required field. Green shading indicates data required for peak hour, 4th highest hour, and 8th highest hour warrants. Blue shading indicates data required for Caltrans daily warrant Rose shading indicates default factors for estimating 4th highest hour and 8th highest hour. These factors can be changed if desired. Alternatively, if 4th highest hour or 8th highest hour volumes are known, these can be entered directly into the appropriate cells beneath the factors Kaku Associates, Inc. 9/1/2005

TRAFFIC SIGNAL WARRANTS EIGHT-HOUR VEHICULAR VOLUME (MUTCD Warrant 1, Caltrans Warrants 1, 2 & 8)

Major Street: Plummer Street Minor Street: White Oak Avenue Scenario: Cumulative Plus Project Urban/Rural: u (U=urban, R=rural or high speed [c])

MINIMUM VEHICULAR VOLUME (MUTCD Condition A, Caltrans Warrant 1) Minimum Requirements Number of Lanes Vehicles Per Hour Vehicles Per Hour Number of Lanes on Each Approach for Moving Traffic (eighth highest hour) on (eighth highest hour) on Major Street: 2 on Each Approach Major Street (Total Higher-Volume Minor Street Minor Street: 1 Major Minor of Both Approaches) Approach (1 Direction Only) Vehicles Per Hour (8th Highest Hour) Street Street 100% [a] 80% [b] 70% [c] 100% [a] 80% [b] 70% [c] Major Street (Approach 1): 843 1 1 500 400 350 150 120 105 Major Street (Approach 2): 276 >=2 1 600 480 420 150 120 105 Major Street Left Turn (see note [d]): 0 >=2 >=2 600 480 420 200 160 140 Minor Street (Higher Volume App.): 132 1 >=2 500 400 350 200 160 140 Minimum Required 600 480 #N/A 150 120 #N/A MINIMUM VEHICULAR VOLUME SATISFIED? NO Test Amount 1,119 1,119 #N/A 132 132 #N/A

INTERRUPTION OF CONTINUOUS TRAFFIC (MUTCD Condition B, Caltrans Warrant 2) Minimum Requirements Number of Lanes Vehicles Per Hour Vehicles Per Hour Number of Lanes on Each Approach for Moving Traffic (eighth highest hour) on (eighth highest hour) on Major Street: 2 on Each Approach Major Street (Total Higher-Volume Minor Street Minor Street: 1 Major Minor of Both Approaches) Approach (1 Direction Only) Vehicles Per Hour (8th Highest Hour) Street Street 100% [a] 80% [b] 70% [c] 100% [a] 80% [b] 70% [c] Major Street (Approach 1): 843 1 1 750 600 525 75 60 53 Major Street (Approach 2): 276 >=2 1 900 720 630 75 60 53 Major Street Left Turn (see note [d]): 0 >=2 >=2 900 720 630 100 80 70 Minor Street (Higher Volume App.): 132 1 >=2 750 600 525 100 80 70 Minimum Required 900 720 #N/A 75 60 #N/A INTERRUPT. OF CONT. TRAFFIC SATISFIED? YES Test Amount 1,119 1,119 #N/A 132 132 #N/A

80% COMBINATION (Caltrans Warrant 8)

No one warrant satisfied but following warrants fulfilled 80% or more:

Condition A 80% Fulfilled? YES Condition B 80% Fulfilled? YES Minimum Requirements: 80% COMBINATION SATISFIED? YES Conditions A and B Both 80% Fulfilled

Notes: a. Basic minimum hourly volume (eighth highest hour). b. Used for combination of Conditions A and B. c. May be used when the major-street speed exceeds 40 mph or in an isolated community with a population of less than 10,000. d. Heavier left-turn movement from the major street may be included with minor street volume if a separate signal phase is proposed for left-turn movements.

Adopted from: U.S. Department of Transportation, Federal Highway Administration, Manual on Uniform Traffic Control Devices, Millennium Edition , 2001; and Caltrans, Traffic Manual, 2002. Kaku Associates, Inc. 9/1/2005

TRAFFIC SIGNAL WARRANTS FOUR HOUR VEHICULAR VOLUME (MUTCD Warrant 2, Caltrans Warrant 9) PEAK HOUR VEHICULAR VOLUME (MUTCD Warrant 3, Caltrans Warrant 11)

Major Street: Plummer Street Minor Street: White Oak Avenue Scenario: Cumulative Plus Project Urban/Rural: u (U=urban, R=rural [a])

FOUR HOUR VOLUME (MUTCD Warrant 2, Caltrans Warrant 9)

Number of Lanes on Each Approach Major Street: 2 Minor Street: 1

Vehicles Per Hour (4th Highest Hour) Major Street (Approach 1): 1,194 Major Street Left Turn (see note [b]): 0 Major Street (Approach 2): 391 Minor Street (Higher Volume App.): 187 Major Street Total (Both Approaches): 1,585 Minor Street Total: 187

Minimum Volume on Major Street Minimum Volume on Minor Street to Satisfy Warrant (see note [c]): 390 to Satisfy Warrant (see note [c]): 80

FOUR HOUR VOLUME WARRANT SATISFIED? YES

PEAK HOUR VOLUME (MUTCD Warrant 3, Caltrans Warrant 11)

Number of Lanes on Each Approach Major Street: 2 Minor Street: 1

Vehicles Per Hour (Peak Hour) Major Street (Approach 1): 1,405 Major Street Left Turn (see note [b]): 0 Major Street (Approach 2): 460 Minor Street (Higher Volume App.): 220 Major Street Total (Both Approaches): 1,865 Minor Street Total: 220

Minimum Volume on Major Street Minimum Volume on Minor Street to Satisfy Warrant (see note [d]): 510 to Satisfy Warrant (see note [d]): 100

PEAK HOUR VOLUME WARRANT SATISFIED? YES

Notes: a. May be used when the major-street speed exceeds 40 mph or in an isolated community with a population of less than 10,000.

b. Heavier left-turn movement from the major street may be included with minor street volume if a separate signal phase is proposed for left-turn movements. c. From: USDOT, FHWA, "Manual on Uniform Traffic Control Devices," 2001, Figure 4C-1. d. From: USDOT, FHWA, "Manual on Uniform Traffic Control Devices," 2001, Figure 4C-3.

Adopted from: U.S. Department of Transportation, Federal Highway Administration, "Manual on Uniform Traffic Control Devices, Millennium Edition," 2001; and Caltrans, "Traffic Manual," 2002. Kaku Associates, Inc. 9/1/2005

SUMMARY OF TRAFFIC SIGNAL WARRANT ANALYSIS

Major Street: Plummer Street Minor Street: White Oak Avenue Scenario: Cumulative Plus Project

SUMMARY OF RESULTS

MUTCD Caltrans Requested Volumes Warrant Warrant for Satisfy Applicable Warrant Number Number Analysis? Warrant? Time Period

Eight Hour Vehicular Volume 1 Minimum Vehicular Volume 1A 1 YES NO 8th Highest Hour Interruption of Continuous Traffic 1B 2 YES YES 8th Highest Hour 80% Combination 1C 8 YES YES 8th Highest Hour

Four Hour Volume 2 9 YES YES 4th Highest Hour

Peak Hour Volume 3 11 YES YES Peak Hour

Estimated Average Daily Traffic n/a n/a Minimum Vehicular Volume NO n/a Daily Interruption of Continuous Traffic NO n/a Daily 80% Combination NO n/a Daily

APPENDIX G

INTERSECTION LEVEL OF SERVICE WORKSHEETS

EXISTING CONDITIONS EX_AM EX_AM CalcaDB October 26, 2005 ,Wednesday 05:23:37 PM CalcaDB October 26, 2005 ,Wednesday 05:23:37 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:118 WB Ramps & Amigo Av W/E: Rinaldi St I/S No: 1 N/S:Reseda Bl W/E: Rinaldi St I/S No: 2

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 270 18 864 43 14 50 460 1181 14 19 705 9 EXISTING 293 105 133 226 506 66 180 1294 132 65 545 991 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 270 18 864 43 14 50 460 1181 14 19 705 9 TOTAL 293 105 133 226 506 66 180 1294 132 65 545 991

LANE 1 0 0 0 1 1 0 0 0 0 1 0 0 0 1 0 2 0 0 0 0 1 0 2 0 1 0 0 LANE 2 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 0 1 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm OLA Perm Auto Prot-Fix Auto Perm Auto SIGNAL Prot-Fix Auto Perm Auto Perm Auto Perm Free

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 107 A: 253

B: 43 B: 226

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 238 A: 591 A: 273 A: 475 0.00 - 0.60 A 0.00 - 0.60 A B: 19 B: 460 B: 65 B: 180 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 441 0.71 - 0.80 C A: 133 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 270 0.81 - 0.90 D B = Adjusted Left Volume B: 161 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 441+43 + 460 + 238 161 +253+ 475 + 65 V/C = = 0.759 LOS = C V/C = = 0.599 LOS = A *1425 *1425

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 EX_AM EX_AM CalcaDB October 26, 2005 ,Wednesday 05:23:37 PM CalcaDB October 26, 2005 ,Wednesday 05:23:37 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Reseda Bl W/E: 118 EB Ramps I/S No: 3 N/S:Balboa Bl W/E: 118 WB Ramps I/S No: 4

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 429 645 534 1142 0 0 0 0 102 1 423 EXISTING 255 781 0 0 1471 902 643 1 383 0 0 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 429 645 534 1142 0 0 0 0 102 1 423 TOTAL 255 781 0 0 1471 902 643 1 383 0 0 0

LANE 0 0 1 0 1 1 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 LANE 1 0 3 0 0 0 0 0 0 3 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Prot-Fix Perm Auto SIGNAL Prot-Fix Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 571 A: 902

B: 294 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 212 A: 0 A: 0 A: 342 0.00 - 0.60 A 0.00 - 0.60 A B: 102 B: 0 B: 0 B: 342 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 358 0.71 - 0.80 C A: 260 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 255 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + A(E/B) West/East Critical Movements = A(W/B) + A(E/B) 358+ 294 + 0+ 212 255 +902 + 342+ 0 V/C = = 0.536 LOS = A V/C = = 0.982 LOS = E *1425 *1425

N/S:Balboa Bl W/E: 118 EB Ramps I/S No: 5 N/S:Reseda Bl W/E: Chatsworth St I/S No: 6

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 733 665 0 1631 484 0 0 0 277 0 310 EXISTING 45 879 115 116 1268 127 147 849 111 98 516 44 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 733 665 0 1631 484 0 0 0 277 0 310 TOTAL 45 879 115 116 1268 127 147 849 111 98 516 44

LANE 0 0 2 0 0 1 0 0 0 3 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Free Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 544 A: 698

B: 0 B: 116

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 196 A: 0 A: 280 A: 480 0.00 - 0.60 A 0.00 - 0.60 A B: 196 B: 0 B: 98 B: 147 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 665 0.71 - 0.80 C A: 497 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 45 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 665+ 0 + 0+ 196 45 +698+ 480 + 98 V/C = = 0.504 LOS = A V/C = = 0.881 LOS = D *1500 1500

N/S:Zelzah Av W/E: Chatsworth St I/S No: 7 N/S:Balboa Bl W/E: Chatsworth St I/S No: 8

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 136 186 251 61 593 79 148 578 45 67 609 157 EXISTING 55 898 73 44 1557 303 130 650 55 270 602 96 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 136 186 251 61 593 79 148 578 45 67 609 157 TOTAL 55 898 73 44 1557 303 130 650 55 270 602 96

LANE 1 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Prot-Fix Auto Prot-Fix Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 336 A: 620

B: 61 B: 44

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 305 A: 312 A: 301 A: 353 0.00 - 0.60 A 0.00 - 0.60 A B: 67 B: 148 B: 270 B: 130 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 251 0.71 - 0.80 C A: 324 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 136 0.81 - 0.90 D B = Adjusted Left Volume B: 55 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 136 +336+ 148 + 305 55 +620+ 353 + 270 V/C = = 0.617 LOS = B V/C = = 0.841 LOS = D 1500 *1425

N/S:Reseda Bl W/E: Devonshire St I/S No: 9 N/S:Lindley Av W/E: Devonshire St I/S No: 10

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 129 729 114 183 983 193 188 1219 118 124 877 90 EXISTING 24 83 69 97 150 137 296 1449 65 65 1040 113 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 129 729 114 183 983 193 188 1219 118 124 877 90 TOTAL 24 83 69 97 150 137 296 1449 65 65 1040 113

LANE 2 0 2 0 1 0 0 2 0 2 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 1 0 0 LANE 1 0 1 0 0 1 0 1 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Prot-Fix Auto Prot-Fix Auto Prot-Fix Auto Prot-Fix Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 392 A: 287

B: 101 B: 97

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 322 A: 610 A: 384 A: 757 0.00 - 0.60 A 0.00 - 0.60 A B: 124 B: 188 B: 65 B: 296 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 281 0.71 - 0.80 C A: 83 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 71 0.81 - 0.90 D B = Adjusted Left Volume B: 24 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 71 +392+ 610 + 124 24 +287+ 757 + 65 V/C = = 0.871 LOS = D V/C = = 0.755 LOS = C 1375 1500

N/S:Zelzah Av W/E: Devonshire St I/S No: 11 N/S:Balboa Bl W/E: Devonshire St I/S No: 12

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 73 480 106 112 624 161 208 1546 194 91 944 181 EXISTING 174 740 141 145 1287 269 220 1454 116 174 1007 204 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 73 480 106 112 624 161 208 1546 194 91 944 181 TOTAL 174 740 141 145 1287 269 220 1454 116 174 1007 204

LANE 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Prot-Fix Auto Prot-Fix Auto Prot-Fix Auto Prot-Fix Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 393 A: 519

B: 112 B: 145

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 472 A: 773 A: 404 A: 523 0.00 - 0.60 A 0.00 - 0.60 A B: 91 B: 208 B: 174 B: 220 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 240 0.71 - 0.80 C A: 294 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 73 0.81 - 0.90 D B = Adjusted Left Volume B: 174 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 73 +393+ 773 + 91 174 +519+ 523 + 174 V/C = = 0.887 LOS = D V/C = = 0.941 LOS = E 1500 *1375

N/S:Woodley Av W/E: Devonshire St I/S No: 13 N/S:405 SB Ramps & Blucher W/E: Devonshire St I/S No: 14

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 57 459 96 146 1075 79 140 1814 80 56 1064 85 EXISTING 0 0 7 281 109 636 0 1669 144 0 1777 1 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 57 459 96 146 1075 79 140 1814 80 56 1064 85 TOTAL 0 0 7 281 109 636 0 1669 144 0 1777 1

LANE 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 1 1 0 1 0 0 0 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Auto Split Auto Perm Auto Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 577 A: 636

B: 146 B: 281

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 575 A: 947 A: 593 A: 604 0.00 - 0.60 A 0.00 - 0.60 A B: 56 B: 140 B: 0 B: 0 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 185 0.71 - 0.80 C A: 7 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 57 0.81 - 0.90 D B = Adjusted Left Volume B: 0 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + A(E/B) 57 +577+ 947 + 56 7 +636 + 604+ 593 V/C = = 1.021 LOS = F V/C = = 0.761 LOS = C *1500 *1500

N/S:405 NB Ramps W/E: Devonshire St I/S No: 15 N/S:Tampa Av W/E: Lassen St I/S No: 16

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 495 1 213 0 0 0 0 1317 167 0 1560 252 EXISTING 87 863 98 108 1532 137 137 1092 285 128 883 90 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 495 1 213 0 0 0 0 1317 167 0 1560 252 TOTAL 87 863 98 108 1532 137 137 1092 285 128 883 90

LANE 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 2 0 1 0 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 0 A: 556

B: 0 B: 108

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 604 A: 495 A: 487 A: 689 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 0 B: 128 B: 137 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 248 0.71 - 0.80 C A: 320 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 248 0.81 - 0.90 D B = Adjusted Left Volume B: 87 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 248+0 + 0 + 604 87 +556+ 689 + 128 V/C = = 0.498 LOS = A V/C = = 0.973 LOS = E *1500 1500

N/S:Wilbur Av W/E: Lassen St I/S No: 17 N/S:Reseda Bl W/E: Lassen St I/S No: 18

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 83 327 127 119 848 130 168 1186 76 48 1003 106 EXISTING 102 827 41 107 1199 72 146 1176 65 49 1321 117 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 83 327 127 119 848 130 168 1186 76 48 1003 106 TOTAL 102 827 41 107 1199 72 146 1176 65 49 1321 117

LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 489 A: 636

B: 119 B: 107

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 555 A: 631 A: 719 A: 621 0.00 - 0.60 A 0.00 - 0.60 A B: 48 B: 168 B: 49 B: 146 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 227 0.71 - 0.80 C A: 434 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 83 0.81 - 0.90 D B = Adjusted Left Volume B: 102 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 83 +489+ 168 + 555 102 +636+ 146 + 719 V/C = = 0.863 LOS = D V/C = = 1.069 LOS = F 1500 1500

N/S:Lindley Av W/E: Lassen St I/S No: 19 N/S:Zelzah Av W/E: Lassen St I/S No: 20

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 11 27 84 57 165 91 228 997 131 71 496 18 EXISTING 187 260 42 58 600 137 124 1168 31 42 686 183 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 11 27 84 57 165 91 228 997 131 71 496 18 TOTAL 187 260 42 58 600 137 124 1168 31 42 686 183

LANE 0 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 313 A: 300

B: 57 B: 58

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 257 A: 564 A: 435 A: 600 0.00 - 0.60 A 0.00 - 0.60 A B: 71 B: 228 B: 42 B: 124 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 122 0.71 - 0.80 C A: 130 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 11 0.81 - 0.90 D B = Adjusted Left Volume B: 187 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 11 +313+ 564 + 71 187 +300+ 600 + 42 V/C = = 0.639 LOS = B V/C = = 0.753 LOS = C 1500 1500

N/S:Balboa Bl W/E: Lassen St I/S No: 21 N/S:Tampa Av W/E: Plummer St I/S No: 22

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 103 815 131 82 1581 157 149 1212 76 127 990 254 EXISTING 61 859 90 102 1492 321 210 788 57 65 320 87 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 103 815 131 82 1581 157 149 1212 76 127 990 254 TOTAL 61 859 90 102 1492 321 210 788 57 65 320 87

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 2 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Prot-Fix Auto Perm Auto Perm Auto Prot-Fix Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 579 A: 604

B: 82 B: 102

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 622 A: 644 A: 204 A: 423 0.00 - 0.60 A 0.00 - 0.60 A B: 127 B: 149 B: 36 B: 210 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 315 0.71 - 0.80 C A: 316 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 103 0.81 - 0.90 D B = Adjusted Left Volume B: 61 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 103 +579+ 149 + 622 61 +604+ 423 + 36 V/C = = 0.969 LOS = E V/C = = 0.817 LOS = D 1500 1375

N/S:Wilbur Av W/E: Plummer St I/S No: 23 N/S:Reseda Bl W/E: Plummer St I/S No: 24

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 91 353 24 149 665 279 17 518 54 51 427 51 EXISTING 106 812 77 200 1126 147 40 63 40 197 304 143 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 91 353 24 149 665 279 17 518 54 51 427 51 TOTAL 106 812 77 200 1126 147 40 63 40 197 304 143

LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 472 A: 637

B: 149 B: 200

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 239 A: 286 A: 224 A: 52 0.00 - 0.60 A 0.00 - 0.60 A B: 51 B: 17 B: 197 B: 40 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 189 0.71 - 0.80 C A: 445 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 91 0.81 - 0.90 D B = Adjusted Left Volume B: 106 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 91 +472+ 286 + 51 106 +637+ 40 + 224 V/C = = 0.600 LOS = A V/C = = 0.671 LOS = B 1500 1500

N/S:Zelzah Av W/E: Plummer St I/S No: 25 N/S:White Oak Av W/E: Plummer St I/S No: 26

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 461 87 236 1037 0 747 0 306 0 0 0 EXISTING 6 25 27 46 76 75 102 929 15 5 325 8 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 461 87 236 1037 0 747 0 306 0 0 0 TOTAL 6 25 27 46 76 75 102 929 15 5 325 8

LANE 0 0 1 0 1 0 0 1 0 2 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 LANE 0 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 0 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Auto Perm Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 519 A: 197

B: 236 B: 46

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 0 A: 306 A: 333 A: 472 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 411 B: 5 B: 102 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 274 0.71 - 0.80 C A: 58 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 6 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 274+0519 + 411 + 6 +197+ 472 + 5 V/C = = 0.620 LOS = B V/C = = 0.453 LOS = A 1500 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 EXISTING AM Wed May 25, 2005 12:19:29 Page 3-1 ------Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #26 White Oak Av & Plummer St ******************************************************************************** Average Delay (sec/veh): 34.9 Worst Case Level Of Service: F[275.5] ******************************************************************************** Street Name: White Oak Av Plummer St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 0 1 0 1 0 1 1 0 ------|------||------||------||------| Volume Module: Base Vol: 6 25 27 46 76 75 5 325 8 102 929 15 Growth 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 Initial Bse: 6 25 27 46 76 75 5 325 8 102 929 15 User 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 PHF 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 PHF Volume: 6 25 27 46 76 75 5 325 8 102 929 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 6 25 27 46 76 75 5 325 8 102 929 15 ------|------||------||------||------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------|------||------||------||------| Capacity Module: Cnflict Vol: 1046 1487 329 1506 1484 472 944 xxxx xxxxx 333 xxxx xxxxx Potent Cap.: 208 126 717 101 126 596 735 xxxx xxxxx 1238 xxxx xxxxx Move Cap.: 80 114 717 75 115 596 735 xxxx xxxxx 1238 xxxx xxxxx Volume/Cap: 0.07 0.22 0.04 0.61 0.66 0.13 0.01 xxxx xxxx 0.08 xxxx xxxx ------|------||------||------||------| Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx 0.3 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.9 xxxx xxxxx 8.2 xxxx xxxxx LOS by Move: * * * * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 175 xxxxx xxxx 141 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 1.4 xxxxx xxxxx 12.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx 35.4 xxxxx xxxxx 275 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * E * * F * * * * * * * ApproachDel: 35.4 275.5 xxxxxx xxxxxx ApproachLOS: E F * * EX_AM EX_AM CalcaDB October 26, 2005 ,Wednesday 05:23:37 PM CalcaDB October 26, 2005 ,Wednesday 05:23:37 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Balboa Bl W/E: Plummer St I/S No: 27 N/S:Reseda Bl W/E: Prairie St I/S No: 28

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 95 798 151 88 1401 246 208 997 89 96 597 106 EXISTING 17 966 81 47 1096 28 52 25 33 55 44 49 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 95 798 151 88 1401 246 208 997 89 96 597 106 TOTAL 17 966 81 47 1096 28 52 25 33 55 44 49

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 549 A: 562

B: 88 B: 47

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 352 A: 543 A: 148 A: 110 0.00 - 0.60 A 0.00 - 0.60 A B: 96 B: 208 B: 55 B: 52 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 316 0.71 - 0.80 C A: 524 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 95 0.81 - 0.90 D B = Adjusted Left Volume B: 17 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 95 +549+ 543 + 96 17 +562+ 52 + 148 V/C = = 0.855 LOS = D V/C = = 0.519 LOS = A 1500 1500

N/S:Zelzah Av W/E: Prairie St I/S No: 29 N/S:White Oak Av W/E: Prairie St I/S No: 30

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 478 9 14 1004 0 17 0 16 42 8 45 EXISTING 12 41 2 6 170 11 26 40 9 13 21 11 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 478 9 14 1004 0 17 0 16 42 8 45 TOTAL 12 41 2 6 170 11 26 40 9 13 21 11

LANE 0 0 1 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 0 0 LANE 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Auto Perm Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 502 A: 94

B: 14 B: 6

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 53 A: 33 A: 45 A: 75 0.00 - 0.60 A 0.00 - 0.60 A B: 42 B: 17 B: 13 B: 26 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 244 0.71 - 0.80 C A: 28 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 12 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 244+33502 + + 42 12 +7594+ + 13 V/C = = 0.385 LOS = A V/C = = 0.129 LOS = A 1500 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 EXISTING AM Wed May 25, 2005 12:19:29 Page 4-1 ------Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #30 White Oak Av & Prairie St ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.128 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 8.0 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Street Name: White Oak Av Prairie St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 0 1! 0 0 ------|------||------||------||------| Volume Module: Base Vol: 12 41 2 6 170 11 13 21 11 26 40 9 Growth 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 Initial Bse: 12 41 2 6 170 11 13 21 11 26 40 9 User 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 PHF 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 PHF Volume: 12 41 2 6 170 11 13 21 11 26 40 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 41 2 6 170 11 13 21 11 26 40 9 PCE 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 MLF 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 Final Vol.: 12 41 2 6 170 11 13 21 11 26 40 9 ------|------||------||------||------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.44 1.49 0.07 0.06 1.82 0.12 0.29 0.47 0.24 0.35 0.53 0.12 Final Sat.: 298 1052 52 47 1340 88 223 360 188 266 409 92 ------|------||------||------||------| Capacity Analysis Module: Vol/Sat: 0.04 0.04 0.04 0.13 0.13 0.13 0.06 0.06 0.06 0.10 0.10 0.10 Crit Moves: **** **** **** **** Delay/Veh: 8.1 7.9 7.8 8.2 8.2 8.1 7.7 7.7 7.7 8.0 8.0 8.0 Delay 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 AdjDel/Veh: 8.1 7.9 7.8 8.2 8.2 8.1 7.7 7.7 7.7 8.0 8.0 8.0 LOS by Move: A A A A A A A A A A A A ApproachDel: 7.9 8.2 7.7 8.0 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 7.9 8.2 7.7 8.0 LOS by Appr: A A A A ******************************************************************************** EX_AM EX_AM CalcaDB October 26, 2005 ,Wednesday 05:23:37 PM CalcaDB October 26, 2005 ,Wednesday 05:23:37 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Tampa Av W/E: Nordhoff St I/S No: 31 N/S:Wilbur Av W/E: Nordhoff St I/S No: 32

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 140 820 256 94 1389 218 407 1265 84 74 675 48 EXISTING 46 111 12 237 201 262 9 1430 137 120 1067 46 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 140 820 256 94 1389 218 407 1265 84 74 675 48 TOTAL 46 111 12 237 201 262 9 1430 137 120 1067 46

LANE 2 0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Prot-Fix OLA Prot-Fix Auto Prot-Fix Auto Prot-Fix OLA SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 536 A: 262

B: 52 B: 237

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 241 A: 450 A: 371 A: 522 0.00 - 0.60 A 0.00 - 0.60 A B: 41 B: 224 B: 120 B: 9 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 359 0.71 - 0.80 C A: 62 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 77 0.81 - 0.90 D B = Adjusted Left Volume B: 46 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 77 +536+ 450 + 41 46 +262+ 522 + 120 V/C = = 0.803 LOS = D V/C = = 0.633 LOS = B 1375 1500

N/S:Reseda Bl W/E: Nordhoff St I/S No: 33 N/S:Darby Av W/E: Nordhoff St I/S No: 34

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 144 661 138 307 835 81 267 1306 193 172 845 156 EXISTING 2 0 11 0 0 46 30 1494 833 246 839 12 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 144 661 138 307 835 81 267 1306 193 172 845 156 TOTAL 2 0 11 0 0 46 30 1494 833 246 839 12

LANE 2 0 2 0 0 1 0 2 0 2 0 0 1 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 2 0 1 1 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 418 A: 46

B: 169 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 334 A: 500 A: 284 A: 582 0.00 - 0.60 A 0.00 - 0.60 A B: 95 B: 147 B: 246 B: 30 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 331 0.71 - 0.80 C A: 13 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 79 0.81 - 0.90 D B = Adjusted Left Volume B: 2 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 331+169 + 500 + 95 2 +46+ 582 + 246 V/C = = 0.796 LOS = C V/C = = 0.584 LOS = A 1375 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 EXISTING AM Wed May 25, 2005 12:19:29 Page 5-1 ------Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #34 Darby Av & Nordhoff St ******************************************************************************** Average Delay (sec/veh): OVERFLOW Worst Case Level Of Service: F[xxxxx] ******************************************************************************** Street Name: Darby Av Nordhoff St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 1 1 0 2 1 0 1 0 2 1 1 ------|------||------||------||------| Volume Module: Base Vol: 2 0 11 0 0 46 246 839 12 30 1494 833 Growth 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 Initial Bse: 2 0 11 0 0 46 246 839 12 30 1494 833 User 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 PHF 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 PHF Volume: 2 0 11 0 0 46 246 839 12 30 1494 833 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 2 0 11 0 0 46 246 839 12 30 1494 833 ------|------||------||------||------| Critical Gap Module: Critical Gp: 7.5 xxxx 6.9 xxxxx xxxx 6.9 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------|------||------||------||------| Capacity Module: Cnflict Vol: 1895 xxxx 286 xxxx xxxx 498 2327 xxxx xxxxx 851 xxxx xxxxx Potent Cap.: 43 xxxx 717 xxxx xxxx 523 217 xxxx xxxxx 796 xxxx xxxxx Move Cap.: 0 xxxx 717 xxxx xxxx 523 217 xxxx xxxxx 796 xxxx xxxxx Volume/Cap: xxxx xxxx 0.02 xxxx xxxx 0.09 1.14 xxxx xxxx 0.04 xxxx xxxx ------|------||------||------||------| Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx 0.3 11.6 xxxx xxxxx 0.1 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx 12.5 149.2 xxxx xxxxx 9.7 xxxx xxxxx LOS by Move: * * * * * B F * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx 12.5 xxxxxx xxxxxx ApproachLOS: F B * * EX_AM EX_AM CalcaDB October 26, 2005 ,Wednesday 05:23:37 PM CalcaDB October 26, 2005 ,Wednesday 05:23:37 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:W University Dr & Etiwanda Av W/E: Nordhoff St I/S No: 35 N/S:E University Dr & Lindley Av W/E: Nordhoff St I/S No: 36

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 29 0 30 59 4 32 22 2258 0 0 809 3 EXISTING 311 62 336 14 16 15 484 1895 118 24 703 180 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 29 0 30 59 4 32 22 2258 0 0 809 3 TOTAL 311 62 336 14 16 15 484 1895 118 24 703 180

LANE 0 0 0 0 0 0 1 1 0 0 1 0 1 0 1 0 3 0 0 0 0 0 0 2 0 1 0 LANE 1 1 0 0 0 1 0 0 0 0 1 0 0 0 2 0 3 0 0 1 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Split Auto Split Auto Perm Auto Perm Auto SIGNAL Split OLA Split Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 32 A: 45

B: 32 B: 14

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 271 A: 753 A: 294 A: 632 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 22 B: 24 B: 266 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 59 0.71 - 0.80 C A: 336 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 29 0.81 - 0.90 D B = Adjusted Left Volume B: 187 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 59+32 + 753 + 0 336+45 + 632 + 24 V/C = = 0.592 LOS = A V/C = = 0.728 LOS = C 1425 1425

N/S:Zelzah Av W/E: Nordhoff St I/S No: 37 N/S:White Oak Av W/E: Nordhoff St I/S No: 38

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 14 102 22 68 61 761 34 1815 352 363 652 11 EXISTING 2 0 14 14 31 163 29 2217 20 45 964 6 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 14 102 22 68 61 761 34 1815 352 363 652 11 TOTAL 2 0 14 14 31 163 29 2217 20 45 964 6

LANE 1 0 0 0 1 0 0 1 0 1 0 0 2 0 1 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 0 0 0 1 0 0 0 1 0 1 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm OLA Perm Auto Prot-Fix Auto SIGNAL Split Auto Split Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 219 A: 163

B: 68 B: 14

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 221 A: 722 A: 323 A: 746 0.00 - 0.60 A 0.00 - 0.60 A B: 200 B: 34 B: 45 B: 29 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 124 0.71 - 0.80 C A: 16 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 14 0.81 - 0.90 D B = Adjusted Left Volume B: 2 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 14 +219+ 722 + 200 16+163 + 746 + 45 V/C = = 0.811 LOS = D V/C = = 0.681 LOS = B 1425 1425

N/S:Balboa Av W/E: Nordhoff St I/S No: 39 N/S:Woodley Av W/E: Nordhoff St I/S No: 40

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 137 919 151 123 1609 168 206 1759 86 75 861 160 EXISTING 113 546 114 110 1345 112 192 1917 50 83 1008 219 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 137 919 151 123 1609 168 206 1759 86 75 861 160 TOTAL 113 546 114 110 1345 112 192 1917 50 83 1008 219

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 592 A: 729

B: 123 B: 110

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 340 A: 615 A: 409 A: 656 0.00 - 0.60 A 0.00 - 0.60 A B: 75 B: 206 B: 83 B: 192 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 357 0.71 - 0.80 C A: 330 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 137 0.81 - 0.90 D B = Adjusted Left Volume B: 113 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 137 +592+ 615 + 75 113 +729+ 656 + 83 V/C = = 0.946 LOS = E V/C = = 0.984 LOS = E 1500 *1500

N/S:405 SB Ramps W/E: Nordhoff St I/S No: 41 N/S:405 NB Ramps W/E: Nordhoff St I/S No: 42

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 0 0 306 0 675 226 1623 0 0 1142 311 EXISTING 586 0 140 0 0 0 0 1269 440 485 978 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 0 0 306 0 675 226 1623 0 0 1142 311 TOTAL 586 0 140 0 0 0 0 1269 440 485 978 0

LANE 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 2 0 0 0 0 0 0 3 0 0 1 0 LANE 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 2 0 2 0 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Prot-Fix Auto Perm Auto SIGNAL Perm Auto Perm Auto Prot-Fix Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 491 A: 0

B: 306 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 381 A: 812 A: 489 A: 440 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 124 B: 267 B: 0 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 0 0.71 - 0.80 C A: 70 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 322 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 00+491 + 812 + 322 +0+ 440 + 267 V/C = = 0.844 LOS = D V/C = = 0.652 LOS = B *1425 *1425

N/S:Reseda Bl W/E: Parthenia St I/S No: 43 N/S:Lindley Av W/E: Parthenia St I/S No: 44

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 115 797 194 86 1036 356 179 1195 87 198 1069 115 EXISTING 124 859 242 73 1206 78 176 1372 67 84 1057 172 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 115 797 194 86 1036 356 179 1195 87 198 1069 115 TOTAL 124 859 242 73 1206 78 176 1372 67 84 1057 172

LANE 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Prot-Fix OLA Prot-Fix OLA Prot-Fix Auto Prot-Fix Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 518 A: 642

B: 86 B: 73

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 592 A: 641 A: 615 A: 720 0.00 - 0.60 A 0.00 - 0.60 A B: 198 B: 179 B: 84 B: 176 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 399 0.71 - 0.80 C A: 551 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 115 0.81 - 0.90 D B = Adjusted Left Volume B: 124 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 115 +518+ 641 + 198 124 +642+ 720 + 84 V/C = = 1.071 LOS = F V/C = = 1.047 LOS = F 1375 1500

N/S:Reseda Bl W/E: Roscoe Bl I/S No: 45 N/S:Lindley Av W/E: Roscoe Bl I/S No: 46

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 150 736 115 160 832 144 114 1104 131 158 1099 87 EXISTING 105 922 59 158 1087 93 130 1121 160 111 1010 121 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 150 736 115 160 832 144 114 1104 131 158 1099 87 TOTAL 105 922 59 158 1087 93 130 1121 160 111 1010 121

LANE 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 488 A: 590

B: 160 B: 158

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 395 A: 412 A: 377 A: 427 0.00 - 0.60 A 0.00 - 0.60 A B: 158 B: 114 B: 111 B: 130 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 368 0.71 - 0.80 C A: 491 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 150 0.81 - 0.90 D B = Adjusted Left Volume B: 105 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 150 +488+ 412 + 158 105 +590+ 427 + 111 V/C = = 0.879 LOS = D V/C = = 0.822 LOS = D 1375 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 EX_PM EX_PM CalcaDB October 26, 2005 ,Wednesday 05:25:43 PM CalcaDB October 26, 2005 ,Wednesday 05:25:43 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:118 WB Ramps & Amigo Av W/E: Rinaldi St I/S No: 1 N/S:Reseda Bl W/E: Rinaldi St I/S No: 2

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 312 87 926 14 9 25 385 550 19 27 1664 12 EXISTING 449 192 237 96 229 40 113 489 74 101 1369 1115 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 312 87 926 14 9 25 385 550 19 27 1664 12 TOTAL 449 192 237 96 229 40 113 489 74 101 1369 1115

LANE 1 0 0 0 1 1 0 0 0 0 1 0 0 0 1 0 2 0 0 0 0 1 0 2 0 1 0 0 LANE 2 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 0 1 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 48 A: 115

B: 14 B: 96

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 559 A: 275 A: 685 A: 188 0.00 - 0.60 A 0.00 - 0.60 A B: 27 B: 385 B: 101 B: 113 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 507 0.71 - 0.80 C A: 237 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 312 0.81 - 0.90 D B = Adjusted Left Volume B: 247 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 507+14 + 385 + 559 247 +115+ 113 + 685 V/C = = 0.958 LOS = E V/C = = 0.744 LOS = C *1425 *1425

N/S:Reseda Bl W/E: 118 EB Ramps I/S No: 3 N/S:Balboa Bl W/E: 118 WB Ramps I/S No: 4

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 793 1087 294 1153 0 0 0 0 61 0 247 EXISTING 292 1963 0 0 964 360 644 2 453 0 0 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 793 1087 294 1153 0 0 0 0 61 0 247 TOTAL 292 1963 0 0 964 360 644 2 453 0 0 0

LANE 0 0 1 0 1 1 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 LANE 1 0 3 0 0 0 0 0 0 3 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Prot-Fix Perm Auto SIGNAL Prot-Fix Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 577 A: 360

B: 162 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 124 A: 0 A: 0 A: 366 0.00 - 0.60 A 0.00 - 0.60 A B: 61 B: 0 B: 0 B: 366 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 627 0.71 - 0.80 C A: 654 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 292 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + A(E/B) West/East Critical Movements = A(W/B) + A(E/B) 627+ 162 + 0+ 124 654+ 0 + 366+ 0 V/C = = 0.571 LOS = A V/C = = 0.646 LOS = B *1425 *1425

N/S:Balboa Bl W/E: 118 EB Ramps I/S No: 5 N/S:Reseda Bl W/E: Chatsworth St I/S No: 6

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 1512 606 0 1322 284 0 0 0 747 0 269 EXISTING 55 1205 255 131 1221 62 88 496 135 112 945 64 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 1512 606 0 1322 284 0 0 0 747 0 269 TOTAL 55 1205 255 131 1221 62 88 496 135 112 945 64

LANE 0 0 2 0 0 1 0 0 0 3 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Free Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 441 A: 642

B: 0 B: 131

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 269 A: 0 A: 505 A: 316 0.00 - 0.60 A 0.00 - 0.60 A B: 411 B: 0 B: 112 B: 88 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 756 0.71 - 0.80 C A: 730 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 55 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 756+00 + + 411 730+131 + 88 + 505 V/C = = 0.708 LOS = C V/C = = 0.969 LOS = E *1500 1500

N/S:Zelzah Av W/E: Chatsworth St I/S No: 7 N/S:Balboa Bl W/E: Chatsworth St I/S No: 8

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 162 362 238 121 417 73 145 387 75 155 1015 112 EXISTING 80 1604 96 64 1122 209 91 404 71 333 832 141 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 162 362 238 121 417 73 145 387 75 155 1015 112 TOTAL 80 1604 96 64 1122 209 91 404 71 333 832 141

LANE 1 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 245 A: 444

B: 121 B: 64

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 508 A: 231 A: 416 A: 238 0.00 - 0.60 A 0.00 - 0.60 A B: 155 B: 145 B: 333 B: 91 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 362 0.71 - 0.80 C A: 567 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 162 0.81 - 0.90 D B = Adjusted Left Volume B: 80 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 362+121 + 145 + 508 567+64 + 238 + 333 V/C = = 0.757 LOS = C V/C = = 0.774 LOS = C 1500 *1425

N/S:Reseda Bl W/E: Devonshire St I/S No: 9 N/S:Lindley Av W/E: Devonshire St I/S No: 10

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 286 1169 208 191 1049 136 214 835 183 285 1175 146 EXISTING 120 161 277 45 116 118 108 937 63 99 1282 56 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 286 1169 208 191 1049 136 214 835 183 285 1175 146 TOTAL 120 161 277 45 116 118 108 937 63 99 1282 56

LANE 2 0 2 0 1 0 0 2 0 2 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 1 0 0 LANE 1 0 1 0 0 1 0 1 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 395 A: 234

B: 105 B: 45

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 440 A: 418 A: 446 A: 500 0.00 - 0.60 A 0.00 - 0.60 A B: 285 B: 214 B: 99 B: 108 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 459 0.71 - 0.80 C A: 277 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 157 0.81 - 0.90 D B = Adjusted Left Volume B: 120 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 459+105 + 418 + 285 120 +234+ 500 + 99 V/C = = 0.921 LOS = E V/C = = 0.635 LOS = B 1375 1500

N/S:Zelzah Av W/E: Devonshire St I/S No: 11 N/S:Balboa Bl W/E: Devonshire St I/S No: 12

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 107 633 164 100 510 131 92 846 142 142 1408 172 EXISTING 191 1363 149 218 888 235 237 924 204 302 1217 200 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 107 633 164 100 510 131 92 846 142 142 1408 172 TOTAL 191 1363 149 218 888 235 237 924 204 302 1217 200

LANE 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 321 A: 374

B: 100 B: 218

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 704 A: 423 A: 472 A: 376 0.00 - 0.60 A 0.00 - 0.60 A B: 142 B: 92 B: 302 B: 237 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 317 0.71 - 0.80 C A: 504 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 107 0.81 - 0.90 D B = Adjusted Left Volume B: 191 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 107 +321+ 92 + 704 504+218 + 237 + 472 V/C = = 0.816 LOS = D V/C = = 0.971 LOS = E 1500 *1375

N/S:Woodley Av W/E: Devonshire St I/S No: 13 N/S:405 SB Ramps & Blucher W/E: Devonshire St I/S No: 14

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 125 872 140 105 432 50 108 1078 103 115 1245 83 EXISTING 0 0 22 163 0 273 2 1226 159 0 1662 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 125 872 140 105 432 50 108 1078 103 115 1245 83 TOTAL 0 0 22 163 0 273 2 1226 159 0 1662 0

LANE 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 1 1 0 1 0 0 0 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Auto Split Auto Perm Auto Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 241 A: 273

B: 105 B: 163

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 664 A: 591 A: 554 A: 466 0.00 - 0.60 A 0.00 - 0.60 A B: 115 B: 108 B: 0 B: 2 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 337 0.71 - 0.80 C A: 22 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 125 0.81 - 0.90 D B = Adjusted Left Volume B: 0 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + A(E/B) 337+105 + 108 + 664 22 +273 + 466+ 554 V/C = = 0.739 LOS = C V/C = = 0.497 LOS = A *1500 *1500

N/S:405 NB Ramps W/E: Devonshire St I/S No: 15 N/S:Tampa Av W/E: Lassen St I/S No: 16

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 295 3 304 0 0 0 0 1114 70 0 1381 140 EXISTING 55 1492 197 88 1235 53 139 718 135 174 1312 52 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 295 3 304 0 0 0 0 1114 70 0 1381 140 TOTAL 55 1492 197 88 1235 53 139 718 135 174 1312 52

LANE 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 2 0 1 0 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 0 A: 429

B: 0 B: 88

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 507 A: 395 A: 682 A: 427 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 0 B: 174 B: 139 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 304 0.71 - 0.80 C A: 563 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 149 0.81 - 0.90 D B = Adjusted Left Volume B: 55 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 304+0 + 0 + 507 563+88 + 139 + 682 V/C = = 0.471 LOS = A V/C = = 0.981 LOS = E *1500 1500

N/S:Wilbur Av W/E: Lassen St I/S No: 17 N/S:Reseda Bl W/E: Lassen St I/S No: 18

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 66 776 109 72 413 54 75 797 78 148 1453 51 EXISTING 91 1399 230 94 1097 97 92 770 129 120 1260 110 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 66 776 109 72 413 54 75 797 78 148 1453 51 TOTAL 91 1399 230 94 1097 97 92 770 129 120 1260 110

LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 234 A: 597

B: 72 B: 94

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 752 A: 438 A: 685 A: 450 0.00 - 0.60 A 0.00 - 0.60 A B: 148 B: 75 B: 120 B: 92 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 443 0.71 - 0.80 C A: 815 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 66 0.81 - 0.90 D B = Adjusted Left Volume B: 91 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 443+72 + 75 + 752 815+94 + 92 + 685 V/C = = 0.895 LOS = D V/C = = 1.124 LOS = F 1500 1500

N/S:Lindley Av W/E: Lassen St I/S No: 19 N/S:Zelzah Av W/E: Lassen St I/S No: 20

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 32 99 218 57 71 122 163 730 283 109 1522 25 EXISTING 239 709 102 77 492 118 77 745 97 187 1537 315 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 32 99 218 57 71 122 163 730 283 109 1522 25 TOTAL 239 709 102 77 492 118 77 745 97 187 1537 315

LANE 0 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 250 A: 246

B: 57 B: 77

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 774 A: 507 A: 926 A: 421 0.00 - 0.60 A 0.00 - 0.60 A B: 109 B: 163 B: 187 B: 77 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 349 0.71 - 0.80 C A: 355 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 32 0.81 - 0.90 D B = Adjusted Left Volume B: 239 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 349+57 + 163 + 774 239 +246+ 77 + 926 V/C = = 0.895 LOS = D V/C = = 0.992 LOS = E 1500 1500

N/S:Balboa Bl W/E: Lassen St I/S No: 21 N/S:Tampa Av W/E: Plummer St I/S No: 22

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 136 1424 112 97 903 152 64 637 116 189 1109 121 EXISTING 79 1177 121 90 1324 171 117 410 53 409 1089 134 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 136 1424 112 97 903 152 64 637 116 189 1109 121 TOTAL 79 1177 121 90 1324 171 117 410 53 409 1089 134

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 2 0 1 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 352 A: 498

B: 97 B: 90

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 615 A: 377 A: 612 A: 232 0.00 - 0.60 A 0.00 - 0.60 A B: 189 B: 64 B: 225 B: 117 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 512 0.71 - 0.80 C A: 433 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 136 0.81 - 0.90 D B = Adjusted Left Volume B: 79 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 512+97 + 64 + 615 79 +498+ 117 + 612 V/C = = 0.859 LOS = D V/C = = 0.950 LOS = E 1500 1375

N/S:Wilbur Av W/E: Plummer St I/S No: 23 N/S:Reseda Bl W/E: Plummer St I/S No: 24

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 51 498 24 84 357 111 14 396 67 320 830 84 EXISTING 125 1358 92 93 1145 116 159 235 282 235 340 214 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 51 498 24 84 357 111 14 396 67 320 830 84 TOTAL 125 1358 92 93 1145 116 159 235 282 235 340 214

LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 234 A: 631

B: 84 B: 93

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 457 A: 232 A: 277 A: 282 0.00 - 0.60 A 0.00 - 0.60 A B: 320 B: 14 B: 235 B: 159 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 261 0.71 - 0.80 C A: 725 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 51 0.81 - 0.90 D B = Adjusted Left Volume B: 125 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 261+84 + 232 + 320 725+93 + 282 + 235 V/C = = 0.598 LOS = A V/C = = 0.890 LOS = D 1500 1500

N/S:Zelzah Av W/E: Plummer St I/S No: 25 N/S:White Oak Av W/E: Plummer St I/S No: 26

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 945 169 249 712 0 243 0 217 0 0 0 EXISTING 19 48 118 36 43 29 29 380 26 2 383 21 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 945 169 249 712 0 243 0 217 0 0 0 TOTAL 19 48 118 36 43 29 29 380 26 2 383 21

LANE 0 0 1 0 1 0 0 1 0 2 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 LANE 0 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 0 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Auto Perm Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 356 A: 108

B: 249 B: 36

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 0 A: 217 A: 404 A: 203 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 134 B: 2 B: 29 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 557 0.71 - 0.80 C A: 185 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 19 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 557 +356 + 217+ 0 185+36 + 29 + 404 V/C = = 0.682 LOS = B V/C = = 0.436 LOS = A 1500 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 EXISTING PM Wed May 25, 2005 12:19:29 Page 3-1 ------Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #26 White Oak Av & Plummer St ******************************************************************************** Average Delay (sec/veh): 5.7 Worst Case Level Of Service: D[ 26.0] ******************************************************************************** Street Name: White Oak Av Plummer St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 0 1 0 1 0 1 1 0 ------|------||------||------||------| Volume Module: Base Vol: 19 48 118 36 43 29 2 383 21 29 380 26 Growth 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 Initial Bse: 19 48 118 36 43 29 2 383 21 29 380 26 User 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 PHF 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 PHF Volume: 19 48 118 36 43 29 2 383 21 29 380 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 19 48 118 36 43 29 2 383 21 29 380 26 ------|------||------||------||------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------|------||------||------||------| Capacity Module: Cnflict Vol: 667 862 394 932 859 203 406 xxxx xxxxx 404 xxxx xxxxx Potent Cap.: 375 295 660 249 296 843 1164 xxxx xxxxx 1166 xxxx xxxxx Move Cap.: 314 287 660 175 288 843 1164 xxxx xxxxx 1166 xxxx xxxxx Volume/Cap: 0.06 0.17 0.18 0.21 0.15 0.03 0.00 xxxx xxxx 0.02 xxxx xxxx ------|------||------||------||------| Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx 0.1 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.1 xxxx xxxxx 8.2 xxxx xxxxx LOS by Move: * * * * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 455 xxxxx xxxx 277 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 1.9 xxxxx xxxxx 1.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx 18.2 xxxxx xxxxx 26.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * C * * D * * * * * * * ApproachDel: 18.2 26.0 xxxxxx xxxxxx ApproachLOS: C D * * EX_PM EX_PM CalcaDB October 26, 2005 ,Wednesday 05:25:43 PM CalcaDB October 26, 2005 ,Wednesday 05:25:43 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Balboa Bl W/E: Plummer St I/S No: 27 N/S:Reseda Bl W/E: Prairie St I/S No: 28

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 86 1526 206 87 895 68 87 430 80 42 540 45 EXISTING 31 1445 56 49 1350 24 94 36 88 91 42 47 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 86 1526 206 87 895 68 87 430 80 42 540 45 TOTAL 31 1445 56 49 1350 24 94 36 88 91 42 47

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 321 A: 687

B: 87 B: 49

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 293 A: 255 A: 180 A: 218 0.00 - 0.60 A 0.00 - 0.60 A B: 42 B: 87 B: 91 B: 94 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 577 0.71 - 0.80 C A: 751 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 86 0.81 - 0.90 D B = Adjusted Left Volume B: 31 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 577+87 + 87 + 293 751+49 + 218 + 91 V/C = = 0.696 LOS = B V/C = = 0.739 LOS = C 1500 1500

N/S:Zelzah Av W/E: Prairie St I/S No: 29 N/S:White Oak Av W/E: Prairie St I/S No: 30

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 742 16 38 768 0 13 0 23 177 16 179 EXISTING 10 159 17 6 69 11 16 9 10 22 27 14 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 742 16 38 768 0 13 0 23 177 16 179 TOTAL 10 159 17 6 69 11 16 9 10 22 27 14

LANE 0 0 1 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 0 0 LANE 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Auto Perm Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 384 A: 43

B: 38 B: 6

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 195 A: 36 A: 63 A: 35 0.00 - 0.60 A 0.00 - 0.60 A B: 177 B: 13 B: 22 B: 16 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 379 0.71 - 0.80 C A: 93 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 10 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 379+36384 + + 177 93+636 + 16 + V/C = = 0.420 LOS = A V/C = = 0.119 LOS = A 1500 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 EXISTING PM Wed May 25, 2005 12:19:29 Page 4-1 ------Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #30 White Oak Av & Prairie St ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.127 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 8.0 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Street Name: White Oak Av Prairie St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 0 1! 0 0 ------|------||------||------||------| Volume Module: Base Vol: 10 159 17 6 69 11 22 27 14 16 9 10 Growth 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 Initial Bse: 10 159 17 6 69 11 22 27 14 16 9 10 User 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 PHF 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 PHF Volume: 10 159 17 6 69 11 22 27 14 16 9 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 159 17 6 69 11 22 27 14 16 9 10 PCE 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 MLF 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 Final Vol.: 10 159 17 6 69 11 22 27 14 16 9 10 ------|------||------||------||------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.11 1.71 0.18 0.14 1.60 0.26 0.35 0.43 0.22 0.46 0.26 0.28 Final Sat.: 79 1272 139 100 1173 192 267 327 170 347 195 217 ------|------||------||------||------| Capacity Analysis Module: Vol/Sat: 0.13 0.13 0.12 0.06 0.06 0.06 0.08 0.08 0.08 0.05 0.05 0.05 Crit Moves: **** **** **** **** Delay/Veh: 8.2 8.1 8.0 7.9 7.8 7.7 7.9 7.9 7.9 7.7 7.7 7.7 Delay 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 AdjDel/Veh: 8.2 8.1 8.0 7.9 7.8 7.7 7.9 7.9 7.9 7.7 7.7 7.7 LOS by Move: A A A A A A A A A A A A ApproachDel: 8.1 7.8 7.9 7.7 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 8.1 7.8 7.9 7.7 LOS by Appr: A A A A ******************************************************************************** EX_PM EX_PM CalcaDB October 26, 2005 ,Wednesday 05:25:43 PM CalcaDB October 26, 2005 ,Wednesday 05:25:43 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Tampa Av W/E: Nordhoff St I/S No: 31 N/S:Wilbur Av W/E: Nordhoff St I/S No: 32

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 168 1213 424 278 1116 134 399 904 168 166 1146 177 EXISTING 71 150 5 112 129 196 20 1335 216 222 1585 93 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 168 1213 424 278 1116 134 399 904 168 166 1146 177 TOTAL 71 150 5 112 129 196 20 1335 216 222 1585 93

LANE 2 0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 417 A: 196

B: 153 B: 112

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 441 A: 357 A: 559 A: 517 0.00 - 0.60 A 0.00 - 0.60 A B: 91 B: 219 B: 222 B: 20 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 546 0.71 - 0.80 C A: 78 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 92 0.81 - 0.90 D B = Adjusted Left Volume B: 71 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 546+153 + 219 + 441 71 +196+ 517 + 222 V/C = = 0.988 LOS = E V/C = = 0.671 LOS = B 1375 1500

N/S:Reseda Bl W/E: Nordhoff St I/S No: 33 N/S:Darby Av W/E: Nordhoff St I/S No: 34

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 200 961 171 519 1017 193 264 1240 358 207 1161 146 EXISTING 5 1 34 0 0 138 12 1487 306 141 1845 41 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 200 961 171 519 1017 193 264 1240 358 207 1161 146 TOTAL 5 1 34 0 0 138 12 1487 306 141 1845 41

LANE 2 0 2 0 0 1 0 2 0 2 0 0 1 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 2 0 1 1 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 509 A: 138

B: 285 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 436 A: 533 A: 629 A: 496 0.00 - 0.60 A 0.00 - 0.60 A B: 114 B: 145 B: 141 B: 12 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 481 0.71 - 0.80 C A: 40 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 110 0.81 - 0.90 D B = Adjusted Left Volume B: 5 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 481+285 + 533 + 114 5 +138+ 12 + 629 V/C = = 1.028 LOS = F V/C = = 0.523 LOS = A 1375 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 EXISTING PM Wed May 25, 2005 12:19:29 Page 5-1 ------Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #34 Darby Av & Nordhoff St ******************************************************************************** Average Delay (sec/veh): 7.3 Worst Case Level Of Service: F[603.9] ******************************************************************************** Street Name: Darby Av Nordhoff St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 1 1 0 2 1 0 1 0 2 1 1 ------|------||------||------||------| Volume Module: Base Vol: 5 1 34 0 0 138 141 1845 41 12 1487 306 Growth 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 Initial Bse: 5 1 34 0 0 138 141 1845 41 12 1487 306 User 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 PHF 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 PHF Volume: 5 1 34 0 0 138 141 1845 41 12 1487 306 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 5 1 34 0 0 138 141 1845 41 12 1487 306 ------|------||------||------||------| Critical Gap Module: Critical Gp: 7.5 6.5 6.9 xxxxx xxxx 6.9 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------|------||------||------||------| Capacity Module: Cnflict Vol: 2667 3965 636 xxxx xxxx 496 1793 xxxx xxxxx 1886 xxxx xxxxx Potent Cap.: 11 3 426 xxxx xxxx 525 350 xxxx xxxxx 322 xxxx xxxxx Move Cap.: 5 2 426 xxxx xxxx 525 350 xxxx xxxxx 322 xxxx xxxxx Volume/Cap: 0.91 0.56 0.08 xxxx xxxx 0.26 0.40 xxxx xxxx 0.04 xxxx xxxx ------|------||------||------||------| Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx 1.0 1.9 xxxx xxxxx 0.1 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx 14.3 22.1 xxxx xxxxx 16.6 xxxx xxxxx LOS by Move: * * * * * B C * * C * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 26 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 4.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx 604 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F * * * * * * * * * * ApproachDel: 603.9 14.3 xxxxxx xxxxxx ApproachLOS: F B * * EX_PM EX_PM CalcaDB October 26, 2005 ,Wednesday 05:25:43 PM CalcaDB October 26, 2005 ,Wednesday 05:25:43 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:W University Dr & Etiwanda Av W/E: Nordhoff St I/S No: 35 N/S:E University Dr & Lindley Av W/E: Nordhoff St I/S No: 36

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 24 0 37 264 17 102 38 1634 0 0 1781 27 EXISTING 369 37 479 51 36 17 414 1198 54 32 1689 311 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 24 0 37 264 17 102 38 1634 0 0 1781 27 TOTAL 369 37 479 51 36 17 414 1198 54 32 1689 311

LANE 0 0 0 0 0 0 1 1 0 0 1 0 1 0 1 0 3 0 0 0 0 0 0 2 0 1 0 LANE 1 1 0 0 0 1 0 0 0 0 1 0 0 0 2 0 3 0 0 1 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Split Auto Split Auto Perm Auto Perm Auto SIGNAL Split OLA Split Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 141 A: 104

B: 141 B: 51

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 603 A: 545 A: 667 A: 399 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 38 B: 32 B: 228 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 61 0.71 - 0.80 C A: 479 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 24 0.81 - 0.90 D B = Adjusted Left Volume B: 203 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 61+141 + 38 + 603 479+104 + 228 + 667 V/C = = 0.592 LOS = A V/C = = 1.037 LOS = F 1425 1425

N/S:Zelzah Av W/E: Nordhoff St I/S No: 37 N/S:White Oak Av W/E: Nordhoff St I/S No: 38

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 7 226 42 185 110 591 25 1175 136 509 1775 23 EXISTING 1 13 17 23 16 74 9 1317 24 143 1751 7 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 7 226 42 185 110 591 25 1175 136 509 1775 23 TOTAL 1 13 17 23 16 74 9 1317 24 143 1751 7

LANE 1 0 0 0 1 0 0 1 0 1 0 0 2 0 1 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 0 0 0 1 0 0 0 1 0 1 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 110 A: 74

B: 185 B: 23

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 599 A: 437 A: 586 A: 447 0.00 - 0.60 A 0.00 - 0.60 A B: 280 B: 25 B: 143 B: 9 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 268 0.71 - 0.80 C A: 31 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 7 0.81 - 0.90 D B = Adjusted Left Volume B: 1 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 268+185 + 437 + 280 31+74 + 9 + 586 V/C = = 0.821 LOS = D V/C = = 0.491 LOS = A 1425 1425

N/S:Balboa Av W/E: Nordhoff St I/S No: 39 N/S:Woodley Av W/E: Nordhoff St I/S No: 40

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 191 1571 209 118 827 89 117 1063 99 147 1522 107 EXISTING 161 1272 195 79 469 71 89 1366 99 97 1633 134 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 191 1571 209 118 827 89 117 1063 99 147 1522 107 TOTAL 161 1272 195 79 469 71 89 1366 99 97 1633 134

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 305 A: 270

B: 118 B: 79

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 543 A: 387 A: 589 A: 488 0.00 - 0.60 A 0.00 - 0.60 A B: 147 B: 117 B: 97 B: 89 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 593 0.71 - 0.80 C A: 734 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 191 0.81 - 0.90 D B = Adjusted Left Volume B: 161 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 593+118 + 117 + 543 734+79 + 89 + 589 V/C = = 0.914 LOS = E V/C = = 0.924 LOS = E 1500 *1500

N/S:405 SB Ramps W/E: Nordhoff St I/S No: 41 N/S:405 NB Ramps W/E: Nordhoff St I/S No: 42

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 0 0 377 0 537 210 1331 0 0 1306 782 EXISTING 706 0 437 0 0 0 0 830 251 482 1191 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 0 0 377 0 537 210 1331 0 0 1306 782 TOTAL 706 0 437 0 0 0 0 830 251 482 1191 0

LANE 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 2 0 0 0 0 0 0 3 0 0 1 0 LANE 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 2 0 2 0 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Prot-Fix Auto Perm Auto SIGNAL Perm Auto Perm Auto Prot-Fix Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 457 A: 0

B: 377 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 782 A: 666 A: 596 A: 277 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 116 B: 265 B: 0 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 0 0.71 - 0.80 C A: 219 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 388 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 0+457 + 116 + 782 388 +00+ + 596 V/C = = 0.881 LOS = D V/C = = 0.621 LOS = B *1425 *1425

N/S:Reseda Bl W/E: Parthenia St I/S No: 43 N/S:Lindley Av W/E: Parthenia St I/S No: 44

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 90 1154 230 101 1048 252 158 884 124 271 1255 149 EXISTING 158 1131 436 70 801 59 131 969 82 114 1315 152 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 90 1154 230 101 1048 252 158 884 124 271 1255 149 TOTAL 158 1131 436 70 801 59 131 969 82 114 1315 152

LANE 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 524 A: 430

B: 101 B: 70

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 702 A: 504 A: 734 A: 526 0.00 - 0.60 A 0.00 - 0.60 A B: 271 B: 158 B: 114 B: 131 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 577 0.71 - 0.80 C A: 784 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 90 0.81 - 0.90 D B = Adjusted Left Volume B: 158 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 577+101 + 158 + 702 784+70 + 131 + 734 V/C = = 1.119 LOS = F V/C = = 1.146 LOS = F 1375 1500

N/S:Reseda Bl W/E: Roscoe Bl I/S No: 45 N/S:Lindley Av W/E: Roscoe Bl I/S No: 46

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 184 887 162 196 878 200 104 1096 201 208 1316 128 EXISTING 93 1098 72 144 850 83 105 1154 269 128 1305 133 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 184 887 162 196 878 200 104 1096 201 208 1316 128 TOTAL 93 1098 72 144 850 83 105 1154 269 128 1305 133

LANE 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 539 A: 467

B: 196 B: 144

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 481 A: 432 A: 479 A: 474 0.00 - 0.60 A 0.00 - 0.60 A B: 208 B: 104 B: 128 B: 105 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 444 0.71 - 0.80 C A: 585 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 184 0.81 - 0.90 D B = Adjusted Left Volume B: 93 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 184 +539+ 432 + 208 585+144 + 474 + 128 V/C = = 0.991 LOS = E V/C = = 0.887 LOS = D 1375 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94

CUMULATIVE BASE CB_AM CB_AM CalcaDB October 26, 2005 ,Wednesday 05:28:41 PM CalcaDB October 26, 2005 ,Wednesday 05:28:41 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:118 WB Ramps & Amigo Av W/E: Rinaldi St I/S No: 1 N/S:Reseda Bl W/E: Rinaldi St I/S No: 2

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 302 20 968 48 16 56 515 1323 16 21 790 10 EXISTING 328 119 149 254 569 74 202 1449 148 73 610 1110 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 302 20 968 48 16 56 515 1323 16 21 790 10 TOTAL 328 119 149 254 569 74 202 1449 148 73 610 1110

LANE 1 0 0 0 1 1 0 0 0 0 1 0 0 0 1 0 2 0 0 0 0 1 0 2 0 1 0 0 LANE 2 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 0 1 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 120 A: 285

B: 48 B: 254

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 267 A: 662 A: 305 A: 532 0.00 - 0.60 A 0.00 - 0.60 A B: 21 B: 515 B: 73 B: 202 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 494 0.71 - 0.80 C A: 149 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 302 0.81 - 0.90 D B = Adjusted Left Volume B: 180 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 494+48 + 515 + 267 180 +285+ 532 + 73 V/C = = 0.859 LOS = D V/C = = 0.681 LOS = B *1425 *1425

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CB_AM CB_AM CalcaDB October 26, 2005 ,Wednesday 05:28:41 PM CalcaDB October 26, 2005 ,Wednesday 05:28:41 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Reseda Bl W/E: 118 EB Ramps I/S No: 3 N/S:Balboa Bl W/E: 118 WB Ramps I/S No: 4

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 482 722 598 1281 0 0 0 0 114 1 474 EXISTING 286 888 0 0 1651 1010 720 1 429 0 0 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 482 722 598 1281 0 0 0 0 114 1 474 TOTAL 286 888 0 0 1651 1010 720 1 429 0 0 0

LANE 0 0 1 0 1 1 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 LANE 1 0 3 0 0 0 0 0 0 3 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Prot-Fix Perm Auto SIGNAL Prot-Fix Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 641 A: 1010

B: 329 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 238 A: 0 A: 0 A: 383 0.00 - 0.60 A 0.00 - 0.60 A B: 114 B: 0 B: 0 B: 383 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 401 0.71 - 0.80 C A: 296 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 286 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + A(E/B) West/East Critical Movements = A(W/B) + A(E/B) 401+ 329 + 0+ 238 286 +1010 + 383+ 0 V/C = = 0.609 LOS = B V/C = = 1.108 LOS = F *1425 *1425

N/S:Balboa Bl W/E: 118 EB Ramps I/S No: 5 N/S:Reseda Bl W/E: Chatsworth St I/S No: 6

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 834 745 0 1831 542 0 0 0 310 0 347 EXISTING 50 986 129 133 1422 142 165 973 128 110 600 49 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 834 745 0 1831 542 0 0 0 310 0 347 TOTAL 50 986 129 133 1422 142 165 973 128 110 600 49

LANE 0 0 2 0 0 1 0 0 0 3 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Free Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 610 A: 782

B: 0 B: 133

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 219 A: 0 A: 325 A: 551 0.00 - 0.60 A 0.00 - 0.60 A B: 219 B: 0 B: 110 B: 165 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 745 0.71 - 0.80 C A: 558 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 50 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 745+ 0 + 0+ 219 50 +782+ 551 + 110 V/C = = 0.573 LOS = A V/C = = 0.925 LOS = E *1500 *1500

N/S:Zelzah Av W/E: Chatsworth St I/S No: 7 N/S:Balboa Bl W/E: Chatsworth St I/S No: 8

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 159 208 281 68 664 95 166 660 50 81 695 182 EXISTING 62 1019 82 49 1748 339 146 741 62 302 687 108 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 159 208 281 68 664 95 166 660 50 81 695 182 TOTAL 62 1019 82 49 1748 339 146 741 62 302 687 108

LANE 1 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 380 A: 696

B: 68 B: 49

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 348 A: 355 A: 344 A: 402 0.00 - 0.60 A 0.00 - 0.60 A B: 81 B: 166 B: 302 B: 146 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 281 0.71 - 0.80 C A: 367 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 159 0.81 - 0.90 D B = Adjusted Left Volume B: 62 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 159 +380+ 166 + 348 62 +696+ 402 + 302 V/C = = 0.632 LOS = B V/C = = 0.956 LOS = E *1500 *1425

N/S:Reseda Bl W/E: Devonshire St I/S No: 9 N/S:Lindley Av W/E: Devonshire St I/S No: 10

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 144 818 145 205 1103 216 215 1369 132 139 996 101 EXISTING 27 99 77 109 174 160 332 1631 73 79 1196 127 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 144 818 145 205 1103 216 215 1369 132 139 996 101 TOTAL 27 99 77 109 174 160 332 1631 73 79 1196 127

LANE 2 0 2 0 1 0 0 2 0 2 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 1 0 0 LANE 1 0 1 0 0 1 0 1 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 440 A: 334

B: 113 B: 109

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 366 A: 685 A: 441 A: 852 0.00 - 0.60 A 0.00 - 0.60 A B: 139 B: 215 B: 79 B: 332 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 321 0.71 - 0.80 C A: 99 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 79 0.81 - 0.90 D B = Adjusted Left Volume B: 27 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 79 +440+ 685 + 139 27 +334+ 852 + 79 V/C = = 0.907 LOS = E V/C = = 0.791 LOS = C *1375 *1500

N/S:Zelzah Av W/E: Devonshire St I/S No: 11 N/S:Balboa Bl W/E: Devonshire St I/S No: 12

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 82 544 119 125 705 180 233 1740 217 102 1088 203 EXISTING 195 837 158 162 1444 302 246 1635 130 199 1154 229 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 82 544 119 125 705 180 233 1740 217 102 1088 203 TOTAL 195 837 158 162 1444 302 246 1635 130 199 1154 229

LANE 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 443 A: 582

B: 125 B: 162

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 544 A: 870 A: 461 A: 588 0.00 - 0.60 A 0.00 - 0.60 A B: 102 B: 233 B: 199 B: 246 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 272 0.71 - 0.80 C A: 332 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 82 0.81 - 0.90 D B = Adjusted Left Volume B: 195 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 82 +443+ 870 + 102 195 +582+ 588 + 199 V/C = = 0.928 LOS = E V/C = = 1.067 LOS = F *1500 *1375

N/S:Woodley Av W/E: Devonshire St I/S No: 13 N/S:405 SB Ramps & Blucher W/E: Devonshire St I/S No: 14

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 64 514 108 164 1204 88 157 2038 90 63 1218 95 EXISTING 0 0 8 315 122 719 0 1869 161 0 2016 1 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 64 514 108 164 1204 88 157 2038 90 63 1218 95 TOTAL 0 0 8 315 122 719 0 1869 161 0 2016 1

LANE 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 1 1 0 1 0 0 0 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Auto Split Auto Perm Auto Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 646 A: 719

B: 164 B: 315

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 657 A: 1064 A: 672 A: 677 0.00 - 0.60 A 0.00 - 0.60 A B: 63 B: 157 B: 0 B: 0 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 207 0.71 - 0.80 C A: 8 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 64 0.81 - 0.90 D B = Adjusted Left Volume B: 0 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + A(E/B) 64 +646+ 1064 + 63 8 +719 + 677+ 672 V/C = = 1.155 LOS = F V/C = = 0.866 LOS = D *1500 *1500

N/S:405 NB Ramps W/E: Devonshire St I/S No: 15 N/S:Tampa Av W/E: Lassen St I/S No: 16

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 554 1 239 0 0 0 0 1475 187 26 1747 282 EXISTING 99 1002 112 121 1751 153 157 1223 319 143 989 103 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 554 1 239 0 0 0 0 1475 187 26 1747 282 TOTAL 99 1002 112 121 1751 153 157 1223 319 143 989 103

LANE 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 2 0 1 0 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 0 A: 635

B: 0 B: 121

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 676 A: 554 A: 546 A: 771 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 0 B: 143 B: 157 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 278 0.71 - 0.80 C A: 371 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 278 0.81 - 0.90 D B = Adjusted Left Volume B: 99 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 278+0 + 0 + 676 99 +635+ 771 + 143 V/C = = 0.566 LOS = A V/C = = 1.099 LOS = F *1500 1500

N/S:Wilbur Av W/E: Lassen St I/S No: 17 N/S:Reseda Bl W/E: Lassen St I/S No: 18

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 93 366 142 133 950 146 188 1332 85 54 1125 119 EXISTING 114 945 46 120 1350 81 164 1321 73 55 1482 131 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 93 366 142 133 950 146 188 1332 85 54 1125 119 TOTAL 114 945 46 120 1350 81 164 1321 73 55 1482 131

LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 548 A: 716

B: 133 B: 120

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 622 A: 709 A: 807 A: 697 0.00 - 0.60 A 0.00 - 0.60 A B: 54 B: 188 B: 55 B: 164 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 254 0.71 - 0.80 C A: 496 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 93 0.81 - 0.90 D B = Adjusted Left Volume B: 114 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 93 +548+ 188 + 622 114 +716+ 164 + 807 V/C = = 0.967 LOS = E V/C = = 1.201 LOS = F 1500 1500

N/S:Lindley Av W/E: Lassen St I/S No: 19 N/S:Zelzah Av W/E: Lassen St I/S No: 20

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 12 30 94 64 185 106 255 1117 147 82 556 20 EXISTING 209 291 47 71 672 153 139 1308 41 47 768 205 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 12 30 94 64 185 106 255 1117 147 82 556 20 TOTAL 209 291 47 71 672 153 139 1308 41 47 768 205

LANE 0 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 355 A: 336

B: 64 B: 71

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 288 A: 632 A: 487 A: 675 0.00 - 0.60 A 0.00 - 0.60 A B: 82 B: 255 B: 47 B: 139 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 136 0.71 - 0.80 C A: 146 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 12 0.81 - 0.90 D B = Adjusted Left Volume B: 209 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 12 +355+ 632 + 82 209 +336+ 675 + 47 V/C = = 0.721 LOS = C V/C = = 0.845 LOS = D 1500 1500

N/S:Balboa Bl W/E: Lassen St I/S No: 21 N/S:Tampa Av W/E: Plummer St I/S No: 22

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 115 922 147 92 1774 176 167 1357 85 142 1109 284 EXISTING 77 1001 103 114 1712 360 239 889 64 73 360 112 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 115 922 147 92 1774 176 167 1357 85 142 1109 284 TOTAL 77 1001 103 114 1712 360 239 889 64 73 360 112

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 2 0 1 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 650 A: 691

B: 92 B: 114

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 697 A: 721 A: 236 A: 477 0.00 - 0.60 A 0.00 - 0.60 A B: 142 B: 167 B: 40 B: 239 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 356 0.71 - 0.80 C A: 368 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 115 0.81 - 0.90 D B = Adjusted Left Volume B: 77 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 115 +650+ 167 + 697 77 +691+ 477 + 40 V/C = = 1.086 LOS = F V/C = = 0.935 LOS = E 1500 1375

N/S:Wilbur Av W/E: Plummer St I/S No: 23 N/S:Reseda Bl W/E: Plummer St I/S No: 24

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 102 395 27 167 745 312 19 590 60 57 482 57 EXISTING 128 928 86 224 1268 165 45 71 45 221 340 164 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 102 395 27 167 745 312 19 590 60 57 482 57 TOTAL 128 928 86 224 1268 165 45 71 45 221 340 164

LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 529 A: 717

B: 167 B: 224

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 270 A: 325 A: 252 A: 58 0.00 - 0.60 A 0.00 - 0.60 A B: 57 B: 19 B: 221 B: 45 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 211 0.71 - 0.80 C A: 507 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 102 0.81 - 0.90 D B = Adjusted Left Volume B: 128 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 102 +529+ 325 + 57 128 +717+ 45 + 252 V/C = = 0.675 LOS = B V/C = = 0.761 LOS = C 1500 1500

N/S:Zelzah Av W/E: Plummer St I/S No: 25 N/S:White Oak Av W/E: Plummer St I/S No: 26

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 516 97 264 1162 0 837 0 343 0 0 0 EXISTING 7 29 30 52 86 84 114 1040 17 6 364 9 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 516 97 264 1162 0 837 0 343 0 0 0 TOTAL 7 29 30 52 86 84 114 1040 17 6 364 9

LANE 0 0 1 0 1 0 0 1 0 2 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 LANE 0 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 0 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Auto Perm Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 581 A: 222

B: 264 B: 52

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 0 A: 343 A: 373 A: 529 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 460 B: 6 B: 114 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 307 0.71 - 0.80 C A: 66 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 7 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 307+0581 + 460 + 7 +222+ 529 + 6 V/C = = 0.694 LOS = B V/C = = 0.509 LOS = A 1500 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CUMBASE AM Wed May 25, 2005 12:19:29 Page 3-1 ------Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #26 White Oak Av & Plummer St ******************************************************************************** Average Delay (sec/veh): 82.8 Worst Case Level Of Service: F[630.1] ******************************************************************************** Street Name: White Oak Av Plummer St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 0 1 0 1 0 1 1 0 ------|------||------||------||------| Volume Module: Base Vol: 7 29 30 52 86 84 6 364 9 114 1040 17 Growth 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 Initial Bse: 7 29 30 52 86 84 6 364 9 114 1040 17 User 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 PHF 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 PHF Volume: 7 29 30 52 86 84 6 364 9 114 1040 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 7 29 30 52 86 84 6 364 9 114 1040 17 ------|------||------||------||------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------|------||------||------||------| Capacity Module: Cnflict Vol: 1172 1666 369 1687 1662 529 1057 xxxx xxxxx 373 xxxx xxxxx Potent Cap.: 171 98 681 75 98 554 667 xxxx xxxxx 1197 xxxx xxxxx Move Cap.: 14 88 681 49 88 554 667 xxxx xxxxx 1197 xxxx xxxxx Volume/Cap: 0.51 0.33 0.04 1.05 0.98 0.15 0.01 xxxx xxxx 0.10 xxxx xxxx ------|------||------||------||------| Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx 0.3 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.5 xxxx xxxxx 8.3 xxxx xxxxx LOS by Move: * * * * * * B * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 74 xxxxx xxxx 102 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 4.5 xxxxx xxxxx 19.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx 170 xxxxx xxxxx 630 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F * * F * * * * * * * ApproachDel: 170.0 630.1 xxxxxx xxxxxx ApproachLOS: F F * * CB_AM CB_AM CalcaDB October 26, 2005 ,Wednesday 05:28:41 PM CalcaDB October 26, 2005 ,Wednesday 05:28:41 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Balboa Bl W/E: Plummer St I/S No: 27 N/S:Reseda Bl W/E: Prairie St I/S No: 28

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 106 903 169 99 1573 276 233 1117 100 108 669 119 EXISTING 19 1099 91 53 1293 31 58 28 37 62 49 55 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 106 903 169 99 1573 276 233 1117 100 108 669 119 TOTAL 19 1099 91 53 1293 31 58 28 37 62 49 55

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 616 A: 662

B: 99 B: 53

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 394 A: 609 A: 166 A: 123 0.00 - 0.60 A 0.00 - 0.60 A B: 108 B: 233 B: 62 B: 58 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 357 0.71 - 0.80 C A: 595 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 106 0.81 - 0.90 D B = Adjusted Left Volume B: 19 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 106 +616+ 609 + 108 19 +662+ 58 + 166 V/C = = 0.959 LOS = E V/C = = 0.603 LOS = B 1500 1500

N/S:Zelzah Av W/E: Prairie St I/S No: 29 N/S:White Oak Av W/E: Prairie St I/S No: 30

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 535 10 16 1125 0 19 0 18 47 9 50 EXISTING 13 47 2 7 192 12 29 45 10 15 24 12 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 535 10 16 1125 0 19 0 18 47 9 50 TOTAL 13 47 2 7 192 12 29 45 10 15 24 12

LANE 0 0 1 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 0 0 LANE 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Auto Perm Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 563 A: 106

B: 16 B: 7

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 59 A: 37 A: 51 A: 84 0.00 - 0.60 A 0.00 - 0.60 A B: 47 B: 19 B: 15 B: 29 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 273 0.71 - 0.80 C A: 31 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 13 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 273+37563 + + 47 13 +84106+ + 15 V/C = = 0.431 LOS = A V/C = = 0.145 LOS = A 1500 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CUMBASE AM Wed May 25, 2005 12:19:29 Page 4-1 ------Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #30 White Oak Av & Prairie St ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.146 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 8.2 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Street Name: White Oak Av Prairie St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 0 1! 0 0 ------|------||------||------||------| Volume Module: Base Vol: 13 47 2 7 192 12 15 24 12 29 45 10 Growth 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 Initial Bse: 13 47 2 7 192 12 15 24 12 29 45 10 User 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 PHF 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 PHF Volume: 13 47 2 7 192 12 15 24 12 29 45 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 47 2 7 192 12 15 24 12 29 45 10 PCE 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 MLF 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 Final Vol.: 13 47 2 7 192 12 15 24 12 29 45 10 ------|------||------||------||------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.42 1.52 0.06 0.07 1.82 0.11 0.29 0.47 0.24 0.34 0.54 0.12 Final Sat.: 282 1053 46 48 1326 84 221 354 177 259 401 89 ------|------||------||------||------| Capacity Analysis Module: Vol/Sat: 0.05 0.04 0.04 0.15 0.14 0.14 0.07 0.07 0.07 0.11 0.11 0.11 Crit Moves: **** **** **** **** Delay/Veh: 8.1 8.0 7.9 8.4 8.3 8.3 7.9 7.9 7.9 8.1 8.1 8.1 Delay 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 AdjDel/Veh: 8.1 8.0 7.9 8.4 8.3 8.3 7.9 7.9 7.9 8.1 8.1 8.1 LOS by Move: A A A A A A A A A A A A ApproachDel: 8.0 8.3 7.9 8.1 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 8.0 8.3 7.9 8.1 LOS by Appr: A A A A ******************************************************************************** CB_AM CB_AM CalcaDB October 26, 2005 ,Wednesday 05:28:41 PM CalcaDB October 26, 2005 ,Wednesday 05:28:41 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Tampa Av W/E: Nordhoff St I/S No: 31 N/S:Wilbur Av W/E: Nordhoff St I/S No: 32

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 177 955 304 110 1589 266 485 1422 97 93 761 71 EXISTING 52 124 13 265 225 293 10 1640 153 134 1222 52 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 177 955 304 110 1589 266 485 1422 97 93 761 71 TOTAL 52 124 13 265 225 293 10 1640 153 134 1222 52

LANE 2 0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 618 A: 293

B: 61 B: 265

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 277 A: 506 A: 425 A: 598 0.00 - 0.60 A 0.00 - 0.60 A B: 51 B: 267 B: 134 B: 10 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 420 0.71 - 0.80 C A: 69 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 97 0.81 - 0.90 D B = Adjusted Left Volume B: 52 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 97 +618+ 506 + 51 52 +293+ 598 + 134 V/C = = 0.925 LOS = E V/C = = 0.718 LOS = C 1375 1500

N/S:Reseda Bl W/E: Nordhoff St I/S No: 33 N/S:Darby Av W/E: Nordhoff St I/S No: 34

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 161 750 155 359 970 109 299 1480 220 198 962 175 EXISTING 2 0 12 0 0 52 34 1695 933 276 971 13 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 161 750 155 359 970 109 299 1480 220 198 962 175 TOTAL 2 0 12 0 0 52 34 1695 933 276 971 13

LANE 2 0 2 0 0 1 0 2 0 2 0 0 1 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 2 0 1 1 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 485 A: 52

B: 197 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 379 A: 567 A: 328 A: 657 0.00 - 0.60 A 0.00 - 0.60 A B: 109 B: 164 B: 276 B: 34 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 375 0.71 - 0.80 C A: 14 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 89 0.81 - 0.90 D B = Adjusted Left Volume B: 2 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 89 +485+ 567 + 109 2 +52+ 657 + 276 V/C = = 0.909 LOS = E V/C = = 0.658 LOS = B 1375 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CUMBASE AM Wed May 25, 2005 12:19:29 Page 5-1 ------Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #34 Darby Av & Nordhoff St ******************************************************************************** Average Delay (sec/veh): OVERFLOW Worst Case Level Of Service: F[xxxxx] ******************************************************************************** Street Name: Darby Av Nordhoff St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 1 1 0 2 1 0 1 0 2 1 1 ------|------||------||------||------| Volume Module: Base Vol: 2 0 12 0 0 52 276 971 13 34 1695 933 Growth 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 Initial Bse: 2 0 12 0 0 52 276 971 13 34 1695 933 User 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 PHF 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 PHF Volume: 2 0 12 0 0 52 276 971 13 34 1695 933 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 2 0 12 0 0 52 276 971 13 34 1695 933 ------|------||------||------||------| Critical Gap Module: Critical Gp: 7.5 xxxx 6.9 xxxxx xxxx 6.9 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------|------||------||------||------| Capacity Module: Cnflict Vol: 2163 xxxx 330 xxxx xxxx 565 2628 xxxx xxxxx 984 xxxx xxxxx Potent Cap.: 27 xxxx 671 xxxx xxxx 473 165 xxxx xxxxx 710 xxxx xxxxx Move Cap.: 0 xxxx 671 xxxx xxxx 473 165 xxxx xxxxx 710 xxxx xxxxx Volume/Cap: xxxx xxxx 0.02 xxxx xxxx 0.11 1.67 xxxx xxxx 0.05 xxxx xxxx ------|------||------||------||------| Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx 0.4 19.3 xxxx xxxxx 0.2 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx 13.5 377.2 xxxx xxxxx 10.3 xxxx xxxxx LOS by Move: * * * * * B F * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx 13.5 xxxxxx xxxxxx ApproachLOS: F B * * CB_AM CB_AM CalcaDB October 26, 2005 ,Wednesday 05:28:41 PM CalcaDB October 26, 2005 ,Wednesday 05:28:41 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:W University Dr & Etiwanda Av W/E: Nordhoff St I/S No: 35 N/S:E University Dr & Lindley Av W/E: Nordhoff St I/S No: 36

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 32 0 34 66 4 36 25 2550 0 0 937 3 EXISTING 348 69 376 16 18 17 542 2144 132 27 819 202 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 32 0 34 66 4 36 25 2550 0 0 937 3 TOTAL 348 69 376 16 18 17 542 2144 132 27 819 202

LANE 0 0 0 0 0 0 1 1 0 0 1 0 1 0 1 0 3 0 0 0 0 0 0 2 0 1 0 LANE 1 1 0 0 0 1 0 0 0 0 1 0 0 0 2 0 3 0 0 1 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Split Auto Split Auto Perm Auto Perm Auto SIGNAL Split OLA Split Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 35 A: 51

B: 35 B: 16

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 313 A: 850 A: 340 A: 715 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 25 B: 27 B: 298 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 66 0.71 - 0.80 C A: 376 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 32 0.81 - 0.90 D B = Adjusted Left Volume B: 209 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 66+35 + 850 + 0 376+51 + 715 + 27 V/C = = 0.667 LOS = B V/C = = 0.820 LOS = D 1425 1425

N/S:Zelzah Av W/E: Nordhoff St I/S No: 37 N/S:White Oak Av W/E: Nordhoff St I/S No: 38

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 16 114 25 76 68 852 38 2054 394 407 762 12 EXISTING 2 0 16 16 35 183 32 2504 22 51 1111 7 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 16 114 25 76 68 852 38 2054 394 407 762 12 TOTAL 2 0 16 16 35 183 32 2504 22 51 1111 7

LANE 1 0 0 0 1 0 0 1 0 1 0 0 2 0 1 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 0 0 0 1 0 0 0 1 0 1 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 245 A: 183

B: 76 B: 16

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 258 A: 816 A: 373 A: 842 0.00 - 0.60 A 0.00 - 0.60 A B: 224 B: 38 B: 51 B: 32 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 139 0.71 - 0.80 C A: 18 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 16 0.81 - 0.90 D B = Adjusted Left Volume B: 2 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 16 +245+ 816 + 224 18+183 + 842 + 51 V/C = = 0.913 LOS = E V/C = = 0.768 LOS = C 1425 1425

N/S:Balboa Av W/E: Nordhoff St I/S No: 39 N/S:Woodley Av W/E: Nordhoff St I/S No: 40

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 154 1038 171 138 1806 202 235 1976 96 97 981 180 EXISTING 127 612 128 123 1506 125 215 2160 56 93 1159 245 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 154 1038 171 138 1806 202 235 1976 96 97 981 180 TOTAL 127 612 128 123 1506 125 215 2160 56 93 1159 245

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 669 A: 816

B: 138 B: 123

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 387 A: 691 A: 468 A: 739 0.00 - 0.60 A 0.00 - 0.60 A B: 97 B: 235 B: 93 B: 215 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 403 0.71 - 0.80 C A: 370 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 154 0.81 - 0.90 D B = Adjusted Left Volume B: 127 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 154 +669+ 691 + 97 127 +816+ 739 + 93 V/C = = 1.074 LOS = F V/C = = 1.113 LOS = F 1500 *1500

N/S:405 SB Ramps W/E: Nordhoff St I/S No: 41 N/S:405 NB Ramps W/E: Nordhoff St I/S No: 42

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 0 0 343 0 760 253 1826 0 0 1293 365 EXISTING 662 0 157 0 0 0 0 1424 493 555 1097 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 0 0 343 0 760 253 1826 0 0 1293 365 TOTAL 662 0 157 0 0 0 0 1424 493 555 1097 0

LANE 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 2 0 0 0 0 0 0 3 0 0 1 0 LANE 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 2 0 2 0 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Prot-Fix Auto Perm Auto SIGNAL Perm Auto Perm Auto Prot-Fix Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 552 A: 0

B: 343 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 431 A: 913 A: 549 A: 493 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 139 B: 305 B: 0 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 0 0.71 - 0.80 C A: 79 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 364 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 00+552 + 913 + 364 +0+ 493 + 305 V/C = = 0.958 LOS = E V/C = = 0.745 LOS = C *1425 *1425

N/S:Reseda Bl W/E: Parthenia St I/S No: 43 N/S:Lindley Av W/E: Parthenia St I/S No: 44

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 135 904 217 110 1182 408 200 1370 110 224 1282 153 EXISTING 139 962 271 82 1351 87 197 1581 75 94 1282 193 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 135 904 217 110 1182 408 200 1370 110 224 1282 153 TOTAL 139 962 271 82 1351 87 197 1581 75 94 1282 193

LANE 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 591 A: 719

B: 110 B: 82

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 718 A: 740 A: 738 A: 828 0.00 - 0.60 A 0.00 - 0.60 A B: 224 B: 200 B: 94 B: 197 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 452 0.71 - 0.80 C A: 617 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 135 0.81 - 0.90 D B = Adjusted Left Volume B: 139 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 135 +591+ 740 + 224 139 +719+ 197 + 738 V/C = = 1.229 LOS = F V/C = = 1.195 LOS = F 1375 1500

N/S:Reseda Bl W/E: Roscoe Bl I/S No: 45 N/S:Lindley Av W/E: Roscoe Bl I/S No: 46

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 168 842 129 179 978 161 128 1249 147 177 1236 97 EXISTING 118 1033 66 177 1217 104 146 1268 179 124 1136 136 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 168 842 129 179 978 161 128 1249 147 177 1236 97 TOTAL 118 1033 66 177 1217 104 146 1268 179 124 1136 136

LANE 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 570 A: 661

B: 179 B: 177

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 444 A: 465 A: 424 A: 482 0.00 - 0.60 A 0.00 - 0.60 A B: 177 B: 128 B: 124 B: 146 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 421 0.71 - 0.80 C A: 550 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 168 0.81 - 0.90 D B = Adjusted Left Volume B: 118 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 168 +570+ 465 + 177 118 +661+ 482 + 124 V/C = = 1.004 LOS = F V/C = = 0.923 LOS = E 1375 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CB_PM CB_PM CalcaDB October 26, 2005 ,Wednesday 05:41:56 PM CalcaDB October 26, 2005 ,Wednesday 05:41:56 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:118 WB Ramps & Amigo Av W/E: Rinaldi St I/S No: 1 N/S:Reseda Bl W/E: Rinaldi St I/S No: 2

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 368 103 1093 17 11 30 454 649 22 32 1964 14 EXISTING 530 234 280 115 277 47 133 577 89 119 1615 1316 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 368 103 1093 17 11 30 454 649 22 32 1964 14 TOTAL 530 234 280 115 277 47 133 577 89 119 1615 1316

LANE 1 0 0 0 1 1 0 0 0 0 1 0 0 0 1 0 2 0 0 0 0 1 0 2 0 1 0 0 LANE 2 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 0 1 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 58 A: 139

B: 17 B: 115

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 659 A: 325 A: 808 A: 222 0.00 - 0.60 A 0.00 - 0.60 A B: 32 B: 454 B: 119 B: 133 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 598 0.71 - 0.80 C A: 280 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 368 0.81 - 0.90 D B = Adjusted Left Volume B: 292 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 598+17 + 454 + 659 292 +139+ 133 + 808 V/C = = 1.143 LOS = F V/C = = 0.893 LOS = D *1425 *1425

N/S:Reseda Bl W/E: 118 EB Ramps I/S No: 3 N/S:Balboa Bl W/E: 118 WB Ramps I/S No: 4

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 943 1283 347 1367 0 0 0 0 72 0 291 EXISTING 345 2327 0 0 1155 425 760 2 535 0 0 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 943 1283 347 1367 0 0 0 0 72 0 291 TOTAL 345 2327 0 0 1155 425 760 2 535 0 0 0

LANE 0 0 1 0 1 1 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 LANE 1 0 3 0 0 0 0 0 0 3 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Prot-Fix Perm Auto SIGNAL Prot-Fix Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 684 A: 425

B: 191 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 146 A: 0 A: 0 A: 432 0.00 - 0.60 A 0.00 - 0.60 A B: 72 B: 0 B: 0 B: 432 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 742 0.71 - 0.80 C A: 776 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 345 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + A(E/B) West/East Critical Movements = A(W/B) + A(E/B) 742+ 191 + 0+ 146 776+ 0 + 432+ 0 V/C = = 0.687 LOS = B V/C = = 0.778 LOS = C *1425 *1425

N/S:Balboa Bl W/E: 118 EB Ramps I/S No: 5 N/S:Reseda Bl W/E: Chatsworth St I/S No: 6

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 1795 715 0 1577 335 0 0 0 881 0 317 EXISTING 65 1429 301 157 1447 73 104 602 162 132 1133 76 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 1795 715 0 1577 335 0 0 0 881 0 317 TOTAL 65 1429 301 157 1447 73 104 602 162 132 1133 76

LANE 0 0 2 0 0 1 0 0 0 3 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Free Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 526 A: 760

B: 0 B: 157

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 317 A: 0 A: 605 A: 382 0.00 - 0.60 A 0.00 - 0.60 A B: 485 B: 0 B: 132 B: 104 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 898 0.71 - 0.80 C A: 865 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 65 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 898+00 + + 485 865+157 + 104 + 605 V/C = = 0.852 LOS = D V/C = = 1.084 LOS = F *1500 *1500

N/S:Zelzah Av W/E: Chatsworth St I/S No: 7 N/S:Balboa Bl W/E: Chatsworth St I/S No: 8

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 196 427 281 143 492 91 171 467 89 188 1208 137 EXISTING 94 1903 113 76 1341 247 107 487 84 393 992 166 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 196 427 281 143 492 91 171 467 89 188 1208 137 TOTAL 94 1903 113 76 1341 247 107 487 84 393 992 166

LANE 1 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 292 A: 529

B: 143 B: 76

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 604 A: 278 A: 496 A: 286 0.00 - 0.60 A 0.00 - 0.60 A B: 188 B: 171 B: 393 B: 107 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 427 0.71 - 0.80 C A: 672 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 196 0.81 - 0.90 D B = Adjusted Left Volume B: 94 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 427+143 + 171 + 604 672+76 + 286 + 393 V/C = = 0.827 LOS = D V/C = = 0.931 LOS = E *1500 *1425

N/S:Reseda Bl W/E: Devonshire St I/S No: 9 N/S:Lindley Av W/E: Devonshire St I/S No: 10

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 337 1387 255 225 1244 160 270 1004 216 336 1397 172 EXISTING 142 195 327 53 142 144 127 1142 74 122 1533 66 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 337 1387 255 225 1244 160 270 1004 216 336 1397 172 TOTAL 142 195 327 53 142 144 127 1142 74 122 1533 66

LANE 2 0 2 0 1 0 0 2 0 2 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 1 0 0 LANE 1 0 1 0 0 1 0 1 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 468 A: 286

B: 124 B: 53

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 523 A: 502 A: 533 A: 608 0.00 - 0.60 A 0.00 - 0.60 A B: 336 B: 270 B: 122 B: 127 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 547 0.71 - 0.80 C A: 327 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 185 0.81 - 0.90 D B = Adjusted Left Volume B: 142 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 547+124 + 502 + 336 142 +286+ 608 + 122 V/C = = 1.027 LOS = F V/C = = 0.702 LOS = C *1375 *1500

N/S:Zelzah Av W/E: Devonshire St I/S No: 11 N/S:Balboa Bl W/E: Devonshire St I/S No: 12

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 126 752 194 118 607 155 109 1034 168 168 1682 203 EXISTING 227 1617 176 257 1061 282 280 1120 241 359 1452 238 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 126 752 194 118 607 155 109 1034 168 168 1682 203 TOTAL 227 1617 176 257 1061 282 280 1120 241 359 1452 238

LANE 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 381 A: 448

B: 118 B: 257

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 841 A: 517 A: 563 A: 454 0.00 - 0.60 A 0.00 - 0.60 A B: 168 B: 109 B: 359 B: 280 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 376 0.71 - 0.80 C A: 598 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 126 0.81 - 0.90 D B = Adjusted Left Volume B: 227 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 126 +381+ 109 + 841 598+257 + 280 + 563 V/C = = 0.901 LOS = E V/C = = 1.165 LOS = F *1500 *1375

N/S:Woodley Av W/E: Devonshire St I/S No: 13 N/S:405 SB Ramps & Blucher W/E: Devonshire St I/S No: 14

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 148 1029 165 124 510 59 127 1301 122 136 1485 98 EXISTING 0 0 26 192 0 352 2 1447 188 0 1977 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 148 1029 165 124 510 59 127 1301 122 136 1485 98 TOTAL 0 0 26 192 0 352 2 1447 188 0 1977 0

LANE 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 1 1 0 1 0 0 0 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Auto Split Auto Perm Auto Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 285 A: 352

B: 124 B: 192

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 792 A: 712 A: 659 A: 549 0.00 - 0.60 A 0.00 - 0.60 A B: 136 B: 127 B: 0 B: 2 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 398 0.71 - 0.80 C A: 26 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 148 0.81 - 0.90 D B = Adjusted Left Volume B: 0 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + A(E/B) 398+124 + 127 + 792 26 +352 + 549+ 659 V/C = = 0.891 LOS = D V/C = = 0.623 LOS = B *1500 *1500

N/S:405 NB Ramps W/E: Devonshire St I/S No: 15 N/S:Tampa Av W/E: Lassen St I/S No: 16

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 348 4 359 0 0 0 0 1315 83 16 1630 165 EXISTING 72 1864 250 104 1566 63 181 847 159 205 1548 68 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 348 4 359 0 0 0 0 1315 83 16 1630 165 TOTAL 72 1864 250 104 1566 63 181 847 159 205 1548 68

LANE 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 2 0 1 0 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 0 A: 543

B: 0 B: 104

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 598 A: 466 A: 808 A: 503 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 0 B: 205 B: 181 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 359 0.71 - 0.80 C A: 705 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 176 0.81 - 0.90 D B = Adjusted Left Volume B: 72 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 359+0 + 0 + 598 705+104 + 181 + 808 V/C = = 0.568 LOS = A V/C = = 1.199 LOS = F *1500 1500

N/S:Wilbur Av W/E: Lassen St I/S No: 17 N/S:Reseda Bl W/E: Lassen St I/S No: 18

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 78 916 129 85 487 64 89 958 92 175 1732 60 EXISTING 107 1668 271 111 1319 114 109 926 152 142 1505 130 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 78 916 129 85 487 64 89 958 92 175 1732 60 TOTAL 107 1668 271 111 1319 114 109 926 152 142 1505 130

LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 276 A: 717

B: 85 B: 111

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 896 A: 525 A: 818 A: 539 0.00 - 0.60 A 0.00 - 0.60 A B: 175 B: 89 B: 142 B: 109 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 523 0.71 - 0.80 C A: 970 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 78 0.81 - 0.90 D B = Adjusted Left Volume B: 107 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 523+85 + 89 + 896 970+111 + 109 + 818 V/C = = 1.062 LOS = F V/C = = 1.339 LOS = F 1500 1500

N/S:Lindley Av W/E: Lassen St I/S No: 19 N/S:Zelzah Av W/E: Lassen St I/S No: 20

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 38 117 257 67 84 161 192 861 334 146 1796 30 EXISTING 282 837 120 96 581 139 91 879 120 221 1814 372 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 38 117 257 67 84 161 192 861 334 146 1796 30 TOTAL 282 837 120 96 581 139 91 879 120 221 1814 372

LANE 0 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 312 A: 291

B: 67 B: 96

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 913 A: 598 A: 1093 A: 500 0.00 - 0.60 A 0.00 - 0.60 A B: 146 B: 192 B: 221 B: 91 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 412 0.71 - 0.80 C A: 419 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 38 0.81 - 0.90 D B = Adjusted Left Volume B: 282 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 412+67 + 192 + 913 282 +291+ 91 + 1093 V/C = = 1.056 LOS = F V/C = = 1.171 LOS = F 1500 1500

N/S:Balboa Bl W/E: Lassen St I/S No: 21 N/S:Tampa Av W/E: Plummer St I/S No: 22

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 160 1691 132 114 1081 179 76 752 137 223 1309 143 EXISTING 160 1517 161 106 1695 202 155 487 63 483 1291 222 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 160 1691 132 114 1081 179 76 752 137 223 1309 143 TOTAL 160 1517 161 106 1695 202 155 487 63 483 1291 222

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 2 0 1 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 420 A: 632

B: 114 B: 106

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 726 A: 445 A: 757 A: 275 0.00 - 0.60 A 0.00 - 0.60 A B: 223 B: 76 B: 266 B: 155 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 608 0.71 - 0.80 C A: 559 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 160 0.81 - 0.90 D B = Adjusted Left Volume B: 160 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 608+114 + 76 + 726 160 +632+ 155 + 757 V/C = = 1.016 LOS = F V/C = = 1.239 LOS = F 1500 1375

N/S:Wilbur Av W/E: Plummer St I/S No: 23 N/S:Reseda Bl W/E: Plummer St I/S No: 24

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 60 588 28 99 421 131 17 488 79 378 1003 99 EXISTING 168 1619 109 110 1375 137 188 277 333 277 401 277 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 60 588 28 99 421 131 17 488 79 378 1003 99 TOTAL 168 1619 109 110 1375 137 188 277 333 277 401 277

LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 276 A: 756

B: 99 B: 110

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 551 A: 284 A: 339 A: 333 0.00 - 0.60 A 0.00 - 0.60 A B: 378 B: 17 B: 277 B: 188 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 308 0.71 - 0.80 C A: 864 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 60 0.81 - 0.90 D B = Adjusted Left Volume B: 168 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 308+99 + 284 + 378 864+110 + 333 + 277 V/C = = 0.713 LOS = C V/C = = 1.056 LOS = F 1500 1500

N/S:Zelzah Av W/E: Plummer St I/S No: 25 N/S:White Oak Av W/E: Plummer St I/S No: 26

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 1116 199 294 841 0 287 0 256 0 0 0 EXISTING 22 63 139 42 57 34 34 448 31 2 452 25 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 1116 199 294 841 0 287 0 256 0 0 0 TOTAL 22 63 139 42 57 34 34 448 31 2 452 25

LANE 0 0 1 0 1 0 0 1 0 2 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 LANE 0 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 0 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Auto Perm Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 421 A: 133

B: 294 B: 42

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 0 A: 256 A: 477 A: 240 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 158 B: 2 B: 34 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 658 0.71 - 0.80 C A: 224 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 22 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 658 +421 + 256+ 0 224+42 + 34 + 477 V/C = = 0.805 LOS = D V/C = = 0.518 LOS = A 1500 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CUMBASE PM Wed May 25, 2005 12:19:31 Page 3-1 ------Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #26 White Oak Av & Plummer St ******************************************************************************** Average Delay (sec/veh): 9.9 Worst Case Level Of Service: F[ 51.6] ******************************************************************************** Street Name: White Oak Av Plummer St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 0 1 0 1 0 1 1 0 ------|------||------||------||------| Volume Module: Base Vol: 22 63 139 42 57 34 2 452 25 34 448 31 Growth 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 Initial Bse: 22 63 139 42 57 34 2 452 25 34 448 31 User 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 PHF 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 PHF Volume: 22 63 139 42 57 34 2 452 25 34 448 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 22 63 139 42 57 34 2 452 25 34 448 31 ------|------||------||------||------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------|------||------||------||------| Capacity Module: Cnflict Vol: 789 1016 464 1101 1013 240 479 xxxx xxxxx 477 xxxx xxxxx Potent Cap.: 311 240 602 191 241 804 1094 xxxx xxxxx 1096 xxxx xxxxx Move Cap.: 236 232 602 113 233 804 1094 xxxx xxxxx 1096 xxxx xxxxx Volume/Cap: 0.09 0.27 0.23 0.37 0.24 0.04 0.00 xxxx xxxx 0.03 xxxx xxxx ------|------||------||------||------| Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx 0.1 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx 8.4 xxxx xxxxx LOS by Move: * * * * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 376 xxxxx xxxx 202 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 3.7 xxxxx xxxxx 4.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx 27.7 xxxxx xxxxx 51.6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * D * * F * * * * * * * ApproachDel: 27.7 51.6 xxxxxx xxxxxx ApproachLOS: D F * * CB_PM CB_PM CalcaDB October 26, 2005 ,Wednesday 05:41:56 PM CalcaDB October 26, 2005 ,Wednesday 05:41:56 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Balboa Bl W/E: Plummer St I/S No: 27 N/S:Reseda Bl W/E: Prairie St I/S No: 28

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 101 1811 243 103 1071 80 103 507 94 50 637 53 EXISTING 37 1776 66 58 1635 28 111 42 104 107 50 55 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 101 1811 243 103 1071 80 103 507 94 50 637 53 TOTAL 37 1776 66 58 1635 28 111 42 104 107 50 55

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 384 A: 832

B: 103 B: 58

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 345 A: 301 A: 212 A: 257 0.00 - 0.60 A 0.00 - 0.60 A B: 50 B: 103 B: 107 B: 111 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 685 0.71 - 0.80 C A: 921 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 101 0.81 - 0.90 D B = Adjusted Left Volume B: 37 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 685+103 + 103 + 345 921+58 + 257 + 107 V/C = = 0.824 LOS = D V/C = = 0.895 LOS = D 1500 1500

N/S:Zelzah Av W/E: Prairie St I/S No: 29 N/S:White Oak Av W/E: Prairie St I/S No: 30

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 876 19 45 907 0 15 0 27 209 19 211 EXISTING 12 194 20 7 87 13 19 11 12 26 32 17 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 876 19 45 907 0 15 0 27 209 19 211 TOTAL 12 194 20 7 87 13 19 11 12 26 32 17

LANE 0 0 1 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 0 0 LANE 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Auto Perm Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 454 A: 54

B: 45 B: 7

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 230 A: 42 A: 75 A: 42 0.00 - 0.60 A 0.00 - 0.60 A B: 209 B: 15 B: 26 B: 19 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 448 0.71 - 0.80 C A: 113 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 12 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 448+42454 + + 209 113+757 + 19 + V/C = = 0.496 LOS = A V/C = = 0.143 LOS = A 1500 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CUMBASE PM Wed May 25, 2005 12:19:31 Page 4-1 ------Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #30 White Oak Av & Prairie St ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.157 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 8.2 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Street Name: White Oak Av Prairie St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 0 1! 0 0 ------|------||------||------||------| Volume Module: Base Vol: 12 194 20 7 87 13 26 32 17 19 11 12 Growth 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 Initial Bse: 12 194 20 7 87 13 26 32 17 19 11 12 User 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 PHF 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 PHF Volume: 12 194 20 7 87 13 26 32 17 19 11 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 194 20 7 87 13 26 32 17 19 11 12 PCE 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 MLF 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 Final Vol.: 12 194 20 7 87 13 26 32 17 19 11 12 ------|------||------||------||------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.10 1.72 0.18 0.13 1.63 0.24 0.34 0.43 0.23 0.45 0.26 0.29 Final Sat.: 76 1255 132 91 1162 178 255 314 167 329 191 208 ------|------||------||------||------| Capacity Analysis Module: Vol/Sat: 0.16 0.15 0.15 0.08 0.07 0.07 0.10 0.10 0.10 0.06 0.06 0.06 Crit Moves: **** **** **** **** Delay/Veh: 8.5 8.4 8.3 8.1 8.0 7.9 8.1 8.1 8.1 7.9 7.9 7.9 Delay 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 AdjDel/Veh: 8.5 8.4 8.3 8.1 8.0 7.9 8.1 8.1 8.1 7.9 7.9 7.9 LOS by Move: A A A A A A A A A A A A ApproachDel: 8.4 8.0 8.1 7.9 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 8.4 8.0 8.1 7.9 LOS by Appr: A A A A ******************************************************************************** CB_PM CB_PM CalcaDB October 26, 2005 ,Wednesday 05:41:56 PM CalcaDB October 26, 2005 ,Wednesday 05:41:56 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Reseda Bl W/E: Nordhoff St I/S No: 33 N/S:Darby Av W/E: Nordhoff St I/S No: 34

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 236 1175 202 621 1225 253 312 1489 438 277 1396 172 EXISTING 6 1 40 0 0 163 14 1796 361 166 2211 48 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 236 1175 202 621 1225 253 312 1489 438 277 1396 172 TOTAL 6 1 40 0 0 163 14 1796 361 166 2211 48

LANE 2 0 2 0 0 1 0 2 0 2 0 0 1 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 2 0 1 1 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 613 A: 163

B: 342 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 523 A: 642 A: 753 A: 599 0.00 - 0.60 A 0.00 - 0.60 A B: 152 B: 172 B: 166 B: 14 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 588 0.71 - 0.80 C A: 47 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 130 0.81 - 0.90 D B = Adjusted Left Volume B: 6 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 588+342 + 642 + 152 6 +163+ 14 + 753 V/C = = 1.254 LOS = F V/C = = 0.624 LOS = B 1375 1500

N/S:Tampa Av W/E: Nordhoff St I/S No: 31 N/S:Wilbur Av W/E: Nordhoff St I/S No: 32

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 244 1518 530 341 1406 270 494 1095 212 308 1380 255 EXISTING 84 177 6 132 152 231 24 1641 255 262 1941 110 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 244 1518 530 341 1406 270 494 1095 212 308 1380 255 TOTAL 84 177 6 132 152 231 24 1641 255 262 1941 110

LANE 2 0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 559 A: 231

B: 188 B: 132

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 545 A: 436 A: 684 A: 632 0.00 - 0.60 A 0.00 - 0.60 A B: 169 B: 272 B: 262 B: 24 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 683 0.71 - 0.80 C A: 92 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 134 0.81 - 0.90 D B = Adjusted Left Volume B: 84 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 683+188 + 272 + 545 84 +231+ 632 + 262 V/C = = 1.228 LOS = F V/C = = 0.806 LOS = D 1375 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CUMBASE PM Wed May 25, 2005 12:19:31 Page 5-1 ------Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #34 Darby Av & Nordhoff St ******************************************************************************** Average Delay (sec/veh): 47.1 Worst Case Level Of Service: F[4594.4] ******************************************************************************** Street Name: Darby Av Nordhoff St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 1 1 0 2 1 0 1 0 2 1 1 ------|------||------||------||------| Volume Module: Base Vol: 6 1 40 0 0 163 166 2211 48 14 1796 361 Growth 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 Initial Bse: 6 1 40 0 0 163 166 2211 48 14 1796 361 User 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 PHF 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 PHF Volume: 6 1 40 0 0 163 166 2211 48 14 1796 361 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 6 1 40 0 0 163 166 2211 48 14 1796 361 ------|------||------||------||------| Critical Gap Module: Critical Gp: 7.5 6.5 6.9 xxxxx xxxx 6.9 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------|------||------||------||------| Capacity Module: Cnflict Vol: 3194 4752 761 xxxx xxxx 599 2157 xxxx xxxxx 2259 xxxx xxxxx Potent Cap.: 4 1 352 xxxx xxxx 450 252 xxxx xxxxx 230 xxxx xxxxx Move Cap.: 1 0 352 xxxx xxxx 450 252 xxxx xxxxx 230 xxxx xxxxx Volume/Cap: 4.82 3.46 0.11 xxxx xxxx 0.36 0.66 xxxx xxxx 0.06 xxxx xxxx ------|------||------||------||------| Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx 1.6 4.2 xxxx xxxxx 0.2 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx 17.5 43.0 xxxx xxxxx 21.6 xxxx xxxxx LOS by Move: * * * * * C E * * C * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 6 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 7.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx 4594 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F * * * * * * * * * * ApproachDel: 4594.4 17.5 xxxxxx xxxxxx ApproachLOS: F C * * CB_PM CB_PM CalcaDB October 26, 2005 ,Wednesday 05:41:56 PM CalcaDB October 26, 2005 ,Wednesday 05:41:56 PM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:W University Dr & Etiwanda Av W/E: Nordhoff St I/S No: 35 N/S:E University Dr & Lindley Av W/E: Nordhoff St I/S No: 36

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 28 0 44 312 20 120 45 1970 0 0 2136 32 EXISTING 435 44 565 60 42 20 489 1455 64 38 2027 367 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 28 0 44 312 20 120 45 1970 0 0 2136 32 TOTAL 435 44 565 60 42 20 489 1455 64 38 2027 367

LANE 0 0 0 0 0 0 1 1 0 0 1 0 1 0 1 0 3 0 0 0 0 0 0 2 0 1 0 LANE 1 1 0 0 0 1 0 0 0 0 1 0 0 0 2 0 3 0 0 1 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Split Auto Split Auto Perm Auto Perm Auto SIGNAL Split OLA Split Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 166 A: 122

B: 166 B: 60

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 723 A: 657 A: 798 A: 485 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 45 B: 38 B: 269 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 72 0.71 - 0.80 C A: 565 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 28 0.81 - 0.90 D B = Adjusted Left Volume B: 240 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 72+166 + 45 + 723 565+122 + 269 + 798 V/C = = 0.706 LOS = C V/C = = 1.231 LOS = F 1425 1425

N/S:Zelzah Av W/E: Nordhoff St I/S No: 37 N/S:White Oak Av W/E: Nordhoff St I/S No: 38

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 8 267 50 219 130 697 30 1428 161 601 2129 27 EXISTING 1 18 20 27 21 91 11 1593 28 172 2097 8 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 8 267 50 219 130 697 30 1428 161 601 2129 27 TOTAL 1 18 20 27 21 91 11 1593 28 172 2097 8

LANE 1 0 0 0 1 0 0 1 0 1 0 0 2 0 1 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 0 0 0 1 0 0 0 1 0 1 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 130 A: 91

B: 219 B: 27

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 719 A: 530 A: 702 A: 540 0.00 - 0.60 A 0.00 - 0.60 A B: 331 B: 30 B: 172 B: 11 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 317 0.71 - 0.80 C A: 39 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 8 0.81 - 0.90 D B = Adjusted Left Volume B: 1 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 317+219 + 530 + 331 39+91 + 11 + 702 V/C = = 0.980 LOS = E V/C = = 0.592 LOS = A 1425 1425

N/S:Balboa Av W/E: Nordhoff St I/S No: 39 N/S:Woodley Av W/E: Nordhoff St I/S No: 40

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 229 1866 262 139 993 118 153 1277 117 185 1812 130 EXISTING 190 1501 230 93 553 84 105 1662 117 114 1964 158 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 229 1866 262 139 993 118 153 1277 117 185 1812 130 TOTAL 190 1501 230 93 553 84 105 1662 117 114 1964 158

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 370 A: 319

B: 139 B: 93

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 647 A: 465 A: 707 A: 593 0.00 - 0.60 A 0.00 - 0.60 A B: 185 B: 153 B: 114 B: 105 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 709 0.71 - 0.80 C A: 866 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 229 0.81 - 0.90 D B = Adjusted Left Volume B: 190 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 709+139 + 153 + 647 866+93 + 105 + 707 V/C = = 1.099 LOS = F V/C = = 1.111 LOS = F 1500 *1500

N/S:405 SB Ramps W/E: Nordhoff St I/S No: 41 N/S:405 NB Ramps W/E: Nordhoff St I/S No: 42

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 0 0 445 0 653 248 1601 0 0 1561 939 EXISTING 857 0 516 0 0 0 0 986 296 582 1412 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 0 0 445 0 653 248 1601 0 0 1561 939 TOTAL 857 0 516 0 0 0 0 986 296 582 1412 0

LANE 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 2 0 0 0 0 0 0 3 0 0 1 0 LANE 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 2 0 2 0 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Prot-Fix Auto Perm Auto SIGNAL Perm Auto Perm Auto Prot-Fix Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 549 A: 0

B: 445 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 939 A: 801 A: 706 A: 329 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 136 B: 320 B: 0 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 0 0.71 - 0.80 C A: 258 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 471 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 0+549 + 136 + 939 471 +00+ + 706 V/C = = 1.070 LOS = F V/C = = 0.756 LOS = C *1425 *1425

N/S:Reseda Bl W/E: Parthenia St I/S No: 43 N/S:Lindley Av W/E: Parthenia St I/S No: 44

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 137 1399 271 158 1268 303 186 1124 185 329 1546 192 EXISTING 186 1335 514 83 945 70 155 1263 97 135 1656 179 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 137 1399 271 158 1268 303 186 1124 185 329 1546 192 TOTAL 186 1335 514 83 945 70 155 1263 97 135 1656 179

LANE 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 634 A: 508

B: 158 B: 83

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 869 A: 655 A: 918 A: 680 0.00 - 0.60 A 0.00 - 0.60 A B: 329 B: 186 B: 135 B: 155 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 700 0.71 - 0.80 C A: 925 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 137 0.81 - 0.90 D B = Adjusted Left Volume B: 186 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 700+158 + 186 + 869 925+83 + 155 + 918 V/C = = 1.391 LOS = F V/C = = 1.387 LOS = F 1375 1500

N/S:Reseda Bl W/E: Roscoe Bl I/S No: 45 N/S:Lindley Av W/E: Roscoe Bl I/S No: 46

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 217 1114 191 231 1083 236 123 1359 237 245 1596 151 EXISTING 110 1296 85 170 1003 98 124 1427 317 151 1583 157 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 217 1114 191 231 1083 236 123 1359 237 245 1596 151 TOTAL 110 1296 85 170 1003 98 124 1427 317 151 1583 157

LANE 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 660 A: 551

B: 231 B: 170

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 582 A: 532 A: 580 A: 581 0.00 - 0.60 A 0.00 - 0.60 A B: 245 B: 123 B: 151 B: 124 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 557 0.71 - 0.80 C A: 691 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 217 0.81 - 0.90 D B = Adjusted Left Volume B: 110 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 217 +660+ 532 + 245 691+170 + 581 + 151 V/C = = 1.203 LOS = F V/C = = 1.062 LOS = F 1375 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94

CUMULATIVE PLUS PROJECT CPR_AM CPR_AM CalcaDB October 27, 2005 ,Thursday 09:24:54 AM CalcaDB October 27, 2005 ,Thursday 09:24:54 AM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:118 WB Ramps & Amigo Av W/E: Rinaldi St I/S No: 1 N/S:Reseda Bl W/E: Rinaldi St I/S No: 2

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 302 20 968 48 16 56 538 1323 16 21 790 10 EXISTING 340 120 149 254 569 74 202 1461 148 73 610 1110 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 302 20 968 48 16 56 538 1323 16 21 790 10 TOTAL 340 120 149 254 569 74 202 1461 148 73 610 1110

LANE 1 0 0 0 1 1 0 0 0 0 1 0 0 0 1 0 2 0 0 0 0 1 0 2 0 1 0 0 LANE 2 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 0 1 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 120 A: 285

B: 48 B: 254

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 267 A: 662 A: 305 A: 536 0.00 - 0.60 A 0.00 - 0.60 A B: 21 B: 538 B: 73 B: 202 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 494 0.71 - 0.80 C A: 149 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 302 0.81 - 0.90 D B = Adjusted Left Volume B: 187 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 494+48 + 538 + 267 187 +285+ 536 + 73 V/C = = 0.875 LOS = D V/C = = 0.689 LOS = B *1425 *1425

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CPR_AM CPR_AM CalcaDB October 27, 2005 ,Thursday 09:24:54 AM CalcaDB October 27, 2005 ,Thursday 09:24:54 AM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Reseda Bl W/E: 118 EB Ramps I/S No: 3 N/S:Balboa Bl W/E: 118 WB Ramps I/S No: 4

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 495 722 598 1282 0 0 0 0 114 1 539 EXISTING 286 909 0 0 1717 1010 882 1 429 0 0 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 495 722 598 1282 0 0 0 0 114 1 539 TOTAL 286 909 0 0 1717 1010 882 1 429 0 0 0

LANE 0 0 1 0 1 1 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 LANE 1 0 3 0 0 0 0 0 0 3 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Prot-Fix Perm Auto SIGNAL Prot-Fix Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 641 A: 1010

B: 329 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 270 A: 0 A: 0 A: 442 0.00 - 0.60 A 0.00 - 0.60 A B: 114 B: 0 B: 0 B: 442 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 406 0.71 - 0.80 C A: 303 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 286 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + A(E/B) West/East Critical Movements = A(W/B) + A(E/B) 406+ 329 + 0+ 270 286 +1010 + 442+ 0 V/C = = 0.635 LOS = B V/C = = 1.150 LOS = F *1425 *1425

N/S:Balboa Bl W/E: 118 EB Ramps I/S No: 5 N/S:Reseda Bl W/E: Chatsworth St I/S No: 6

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 856 794 0 2058 542 0 0 0 310 0 347 EXISTING 50 997 129 165 1454 142 165 978 128 110 611 49 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 856 794 0 2058 542 0 0 0 310 0 347 TOTAL 50 997 129 165 1454 142 165 978 128 110 611 49

LANE 0 0 2 0 0 1 0 0 0 3 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Free Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 686 A: 798

B: 0 B: 165

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 219 A: 0 A: 330 A: 553 0.00 - 0.60 A 0.00 - 0.60 A B: 219 B: 0 B: 110 B: 165 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 794 0.71 - 0.80 C A: 563 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 50 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 794+ 0 + 0+ 219 50 +798+ 553 + 110 V/C = = 0.605 LOS = B V/C = = 0.937 LOS = E *1500 *1500

N/S:Zelzah Av W/E: Chatsworth St I/S No: 7 N/S:Balboa Bl W/E: Chatsworth St I/S No: 8

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 170 227 287 68 679 95 187 660 50 81 695 257 EXISTING 62 1079 82 49 1973 339 146 762 62 302 692 108 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 170 227 287 68 679 95 187 660 50 81 695 257 TOTAL 62 1079 82 49 1973 339 146 762 62 302 692 108

LANE 1 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 387 A: 771

B: 68 B: 49

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 348 A: 355 A: 346 A: 412 0.00 - 0.60 A 0.00 - 0.60 A B: 81 B: 187 B: 302 B: 146 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 287 0.71 - 0.80 C A: 387 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 170 0.81 - 0.90 D B = Adjusted Left Volume B: 62 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 170 +387+ 187 + 348 62 +771+ 412 + 302 V/C = = 0.658 LOS = B V/C = = 1.016 LOS = F *1500 *1425

N/S:Zelzah Av W/E: Chatsworth St I/S No: 7 N/S:Balboa Bl W/E: Chatsworth St I/S No: 8

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

TOTAL 170 227 287 68 679 95 187 660 50 81 695 257 TOTAL 62 1079 82 49 1973 339 146 762 62 302 692 108

LANE 1 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 387 A: 771

B: 68 B: 49

N/S:Reseda Bl W/E: Devonshire St I/S No: 9 N/S:Lindley Av W/E: Devonshire St I/S No: 10

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 144 829 171 205 1135 216 269 1381 132 139 1039 101 EXISTING 28 111 98 109 178 160 336 1697 73 79 1265 127 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 144 829 171 205 1135 216 269 1381 132 139 1039 101 TOTAL 28 111 98 109 178 160 336 1697 73 79 1265 127

LANE 2 0 2 0 1 0 0 2 0 2 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 1 0 0 LANE 1 0 1 0 0 1 0 1 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 450 A: 338

B: 113 B: 109

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 380 A: 691 A: 464 A: 885 0.00 - 0.60 A 0.00 - 0.60 A B: 139 B: 269 B: 79 B: 336 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 333 0.71 - 0.80 C A: 111 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 79 0.81 - 0.90 D B = Adjusted Left Volume B: 28 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 79 +450+ 691 + 139 28 +338+ 885 + 79 V/C = = 0.918 LOS = E V/C = = 0.817 LOS = D *1375 *1500

N/S:Zelzah Av W/E: Devonshire St I/S No: 11 N/S:Balboa Bl W/E: Devonshire St I/S No: 12

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 93 579 130 125 817 180 362 1798 217 102 1134 247 EXISTING 195 884 158 162 1530 441 246 1684 130 213 1198 229 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 93 579 130 125 817 180 362 1798 217 102 1134 247 TOTAL 195 884 158 162 1530 441 246 1684 130 213 1198 229

LANE 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 499 A: 657

B: 125 B: 162

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 567 A: 899 A: 476 A: 605 0.00 - 0.60 A 0.00 - 0.60 A B: 102 B: 362 B: 213 B: 246 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 290 0.71 - 0.80 C A: 347 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 93 0.81 - 0.90 D B = Adjusted Left Volume B: 195 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 93 +499+ 899 + 102 195 +657+ 605 + 213 V/C = = 0.992 LOS = E V/C = = 1.145 LOS = F *1500 *1375

N/S:Woodley Av W/E: Devonshire St I/S No: 13 N/S:405 SB Ramps & Blucher W/E: Devonshire St I/S No: 14

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 64 517 116 164 1215 88 189 2086 90 63 1259 97 EXISTING 0 0 8 315 122 795 0 1873 161 0 2065 1 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 64 517 116 164 1215 88 189 2086 90 63 1259 97 TOTAL 0 0 8 315 122 795 0 1873 161 0 2065 1

LANE 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 1 1 0 1 0 0 0 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Auto Split Auto Perm Auto Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 652 A: 795

B: 164 B: 315

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 678 A: 1088 A: 689 A: 678 0.00 - 0.60 A 0.00 - 0.60 A B: 63 B: 189 B: 0 B: 0 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 211 0.71 - 0.80 C A: 8 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 64 0.81 - 0.90 D B = Adjusted Left Volume B: 0 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + A(E/B) 64 +652+ 1088 + 63 8 +795 + 678+ 689 V/C = = 1.175 LOS = F V/C = = 0.925 LOS = E *1500 *1500

N/S:405 NB Ramps W/E: Devonshire St I/S No: 15 N/S:Tampa Av W/E: Lassen St I/S No: 16

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 557 1 239 0 0 0 0 1477 187 53 1749 282 EXISTING 99 1008 112 121 1772 153 161 1230 321 143 1001 103 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 557 1 239 0 0 0 0 1477 187 53 1749 282 TOTAL 99 1008 112 121 1772 153 161 1230 321 143 1001 103

LANE 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 2 0 1 0 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 0 A: 642

B: 0 B: 121

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 677 A: 555 A: 552 A: 776 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 0 B: 143 B: 161 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 279 0.71 - 0.80 C A: 373 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 279 0.81 - 0.90 D B = Adjusted Left Volume B: 99 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 279+0 + 0 + 677 99 +642+ 776 + 143 V/C = = 0.567 LOS = A V/C = = 1.107 LOS = F *1500 1500

N/S:Wilbur Av W/E: Lassen St I/S No: 17 N/S:Reseda Bl W/E: Lassen St I/S No: 18

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 93 369 142 134 960 146 188 1344 89 54 1139 119 EXISTING 119 979 50 120 1436 81 165 1332 76 55 1485 142 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 93 369 142 134 960 146 188 1344 89 54 1139 119 TOTAL 119 979 50 120 1436 81 165 1332 76 55 1485 142

LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 553 A: 759

B: 134 B: 120

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 629 A: 717 A: 814 A: 704 0.00 - 0.60 A 0.00 - 0.60 A B: 54 B: 188 B: 55 B: 165 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 256 0.71 - 0.80 C A: 515 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 93 0.81 - 0.90 D B = Adjusted Left Volume B: 119 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 93 +553+ 188 + 629 119 +759+ 165 + 814 V/C = = 0.975 LOS = E V/C = = 1.238 LOS = F 1500 1500

N/S:Lindley Av W/E: Lassen St I/S No: 19 N/S:Zelzah Av W/E: Lassen St I/S No: 20

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 12 30 94 81 185 120 266 1117 150 84 560 20 EXISTING 209 343 50 73 951 154 150 1323 44 48 789 205 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 12 30 94 81 185 120 266 1117 150 84 560 20 TOTAL 209 343 50 73 951 154 150 1323 44 48 789 205

LANE 0 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 386 A: 476

B: 81 B: 73

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 290 A: 634 A: 497 A: 684 0.00 - 0.60 A 0.00 - 0.60 A B: 84 B: 266 B: 48 B: 150 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 136 0.71 - 0.80 C A: 172 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 12 0.81 - 0.90 D B = Adjusted Left Volume B: 209 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 12 +386+ 634 + 84 209 +476+ 684 + 48 V/C = = 0.744 LOS = C V/C = = 0.945 LOS = E 1500 1500

N/S:Balboa Bl W/E: Lassen St I/S No: 21 N/S:Tampa Av W/E: Plummer St I/S No: 22

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 116 965 147 92 1860 177 167 1383 85 146 1127 288 EXISTING 77 1002 135 136 1715 360 247 898 69 73 392 112 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 116 965 147 92 1860 177 167 1383 85 146 1127 288 TOTAL 77 1002 135 136 1715 360 247 898 69 73 392 112

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 2 0 1 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 679 A: 692

B: 92 B: 136

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 708 A: 734 A: 252 A: 484 0.00 - 0.60 A 0.00 - 0.60 A B: 146 B: 167 B: 40 B: 247 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 371 0.71 - 0.80 C A: 379 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 116 0.81 - 0.90 D B = Adjusted Left Volume B: 77 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 116 +679+ 734 + 146 77 +692+ 484 + 40 V/C = = 1.117 LOS = F V/C = = 0.940 LOS = E 1500 1375

N/S:Wilbur Av W/E: Plummer St I/S No: 23 N/S:Reseda Bl W/E: Plummer St I/S No: 24

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 102 398 27 167 755 312 19 613 60 57 567 57 EXISTING 128 942 86 288 1307 166 45 92 61 221 426 164 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 102 398 27 167 755 312 19 613 60 57 567 57 TOTAL 128 942 86 288 1307 166 45 92 61 221 426 164

LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 534 A: 737

B: 167 B: 288

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 312 A: 337 A: 295 A: 77 0.00 - 0.60 A 0.00 - 0.60 A B: 57 B: 19 B: 221 B: 45 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 213 0.71 - 0.80 C A: 514 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 102 0.81 - 0.90 D B = Adjusted Left Volume B: 128 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 102 +534+ 337 + 57 128 +737+ 45 + 295 V/C = = 0.687 LOS = B V/C = = 0.803 LOS = D 1500 1500

N/S:Zelzah Av W/E: Plummer St I/S No: 25 N/S:White Oak Av W/E: Plummer St I/S No: 26

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 11 542 108 265 1259 192 879 192 344 27 71 3 EXISTING 7 29 30 52 86 84 114 1276 17 6 446 9 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 11 542 108 265 1259 192 879 192 344 27 71 3 TOTAL 7 29 30 52 86 84 114 1276 17 6 446 9

LANE 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 1 0 0 1 0 0 1 0 0 0 1 0 0 LANE 0 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 0 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 630 A: 222

B: 265 B: 52

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 74 A: 472 A: 455 A: 647 0.00 - 0.60 A 0.00 - 0.60 A B: 27 B: 472 B: 6 B: 114 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 325 0.71 - 0.80 C A: 66 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 11 0.81 - 0.90 D B = Adjusted Left Volume B: 7 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 11 +74630+ 472 + 7 +222+ 647 + 6 V/C = = 0.791 LOS = C V/C = = 0.588 LOS = A 1500 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CUM+PROJ REDUX AM Thu Jul 21, 2005 16:04:10 Page 5-1 ------Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #26 White Oak Av & Plummer St ******************************************************************************** Average Delay (sec/veh): OVERFLOW Worst Case Level Of Service: F[xxxxx] ******************************************************************************** Street Name: White Oak Av Plummer St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 0 1 0 1 0 1 1 0 ------|------||------||------||------| Volume Module: Base Vol: 7 29 30 52 86 84 6 446 9 114 1276 17 Growth 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 Initial Bse: 7 29 30 52 86 84 6 446 9 114 1276 17 User 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 PHF 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 PHF Volume: 7 29 30 52 86 84 6 446 9 114 1276 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 7 29 30 52 86 84 6 446 9 114 1276 17 ------|------||------||------||------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------|------||------||------||------| Capacity Module: Cnflict Vol: 1372 1984 451 2005 1980 647 1293 xxxx xxxxx 455 xxxx xxxxx Potent Cap.: 125 62 613 45 62 475 543 xxxx xxxxx 1116 xxxx xxxxx Move Cap.: 0 55 613 23 55 475 543 xxxx xxxxx 1116 xxxx xxxxx Volume/Cap: xxxx 0.53 0.05 2.26 1.55 0.18 0.01 xxxx xxxx 0.10 xxxx xxxx ------|------||------||------||------| Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx 0.3 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 11.7 xxxx xxxxx 8.6 xxxx xxxxx LOS by Move: * * * * * * B * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 0 xxxxx xxxx 56 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 24.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 1495 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * F * * * * * * * ApproachDel: xxxxxx 1495.1 xxxxxx xxxxxx ApproachLOS: F F * * CPR_AM CPR_AM CalcaDB October 27, 2005 ,Thursday 09:24:54 AM CalcaDB October 27, 2005 ,Thursday 09:24:54 AM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Balboa Bl W/E: Plummer St I/S No: 27 N/S:Reseda Bl W/E: Prairie St I/S No: 28

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 138 925 169 99 1661 276 233 1320 100 129 721 127 EXISTING 19 1114 91 85 1299 31 58 31 37 62 60 55 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 138 925 169 99 1661 276 233 1320 100 129 721 127 TOTAL 19 1114 91 85 1299 31 58 31 37 62 60 55

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 646 A: 665

B: 99 B: 85

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 424 A: 710 A: 177 A: 126 0.00 - 0.60 A 0.00 - 0.60 A B: 129 B: 233 B: 62 B: 58 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 365 0.71 - 0.80 C A: 603 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 138 0.81 - 0.90 D B = Adjusted Left Volume B: 19 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 138 +646+ 710 + 129 603+85 + 58 + 177 V/C = = 1.082 LOS = F V/C = = 0.615 LOS = B 1500 1500

N/S:Zelzah Av W/E: Prairie St I/S No: 29 N/S:White Oak Av W/E: Prairie St I/S No: 30

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 387 548 10 16 827 440 19 107 18 82 36 67 EXISTING 13 47 2 7 192 12 29 152 10 15 51 12 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 387 548 10 16 827 440 19 107 18 82 36 67 TOTAL 13 47 2 7 192 12 29 152 10 15 51 12

LANE 1 0 1 0 1 0 0 1 0 2 0 0 1 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0 LANE 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 440 A: 106

B: 16 B: 7

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 103 A: 144 A: 78 A: 191 0.00 - 0.60 A 0.00 - 0.60 A B: 82 B: 19 B: 15 B: 29 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 279 0.71 - 0.80 C A: 31 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 387 0.81 - 0.90 D B = Adjusted Left Volume B: 13 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 387 +440+ 144 + 82 13 +106+ 191 + 15 V/C = = 0.702 LOS = C V/C = = 0.217 LOS = A 1500 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CUM+PROJ REDUX AM Thu Jul 21, 2005 16:04:10 Page 6-1 ------Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #30 White Oak Av & Prairie St ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.257 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 8.8 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Street Name: White Oak Av Prairie St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 0 1! 0 0 ------|------||------||------||------| Volume Module: Base Vol: 13 47 2 7 192 12 15 51 12 29 152 10 Growth 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 Initial Bse: 13 47 2 7 192 12 15 51 12 29 152 10 User 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 PHF 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 PHF Volume: 13 47 2 7 192 12 15 51 12 29 152 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 47 2 7 192 12 15 51 12 29 152 10 PCE 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 MLF 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 Final Vol.: 13 47 2 7 192 12 15 51 12 29 152 10 ------|------||------||------||------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.42 1.52 0.06 0.07 1.82 0.11 0.19 0.66 0.15 0.15 0.80 0.05 Final Sat.: 259 961 42 44 1220 77 139 471 111 113 591 39 ------|------||------||------||------| Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.05 0.16 0.16 0.16 0.11 0.11 0.11 0.26 0.26 0.26 Crit Moves: **** **** **** **** Delay/Veh: 8.5 8.4 8.3 8.9 8.8 8.7 8.3 8.3 8.3 9.2 9.2 9.2 Delay 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 AdjDel/Veh: 8.5 8.4 8.3 8.9 8.8 8.7 8.3 8.3 8.3 9.2 9.2 9.2 LOS by Move: A A A A A A A A A A A A ApproachDel: 8.4 8.8 8.3 9.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 8.4 8.8 8.3 9.2 LOS by Appr: A A A A ******************************************************************************** CPR_AM CPR_AM CalcaDB October 27, 2005 ,Thursday 09:24:54 AM CalcaDB October 27, 2005 ,Thursday 09:24:54 AM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Tampa Av W/E: Nordhoff St I/S No: 31 N/S:Wilbur Av W/E: Nordhoff St I/S No: 32

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 177 987 304 110 1600 266 485 1425 97 93 772 71 EXISTING 52 124 13 265 225 293 10 1642 153 134 1233 52 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 177 987 304 110 1600 266 485 1425 97 93 772 71 TOTAL 52 124 13 265 225 293 10 1642 153 134 1233 52

LANE 2 0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 622 A: 293

B: 61 B: 265

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 281 A: 507 A: 428 A: 598 0.00 - 0.60 A 0.00 - 0.60 A B: 51 B: 267 B: 134 B: 10 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 430 0.71 - 0.80 C A: 69 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 97 0.81 - 0.90 D B = Adjusted Left Volume B: 52 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 97 +622+ 507 + 51 52 +293+ 598 + 134 V/C = = 0.929 LOS = E V/C = = 0.718 LOS = C 1375 1500

N/S:Reseda Bl W/E: Nordhoff St I/S No: 33 N/S:Darby Av W/E: Nordhoff St I/S No: 34

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 161 762 155 360 976 109 302 1483 225 198 973 175 EXISTING 2 0 12 0 0 52 34 1705 933 276 983 13 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 161 762 155 360 976 109 302 1483 225 198 973 175 TOTAL 2 0 12 0 0 52 34 1705 933 276 983 13

LANE 2 0 2 0 0 1 0 2 0 2 0 0 1 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 2 0 1 1 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 488 A: 52

B: 198 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 383 A: 569 A: 332 A: 660 0.00 - 0.60 A 0.00 - 0.60 A B: 109 B: 166 B: 276 B: 34 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 381 0.71 - 0.80 C A: 14 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 89 0.81 - 0.90 D B = Adjusted Left Volume B: 2 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 381+198 + 569 + 109 2 +52+ 660 + 276 V/C = = 0.914 LOS = E V/C = = 0.660 LOS = B 1375 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CUM+PROJ REDUX AM Thu Jul 21, 2005 16:04:10 Page 7-1 ------Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #34 Darby Av & Nordhoff St ******************************************************************************** Average Delay (sec/veh): OVERFLOW Worst Case Level Of Service: F[xxxxx] ******************************************************************************** Street Name: Darby Av Nordhoff St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 1 1 0 2 1 0 1 0 2 1 1 ------|------||------||------||------| Volume Module: Base Vol: 2 0 12 0 0 52 276 983 13 34 1705 933 Growth 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 Initial Bse: 2 0 12 0 0 52 276 983 13 34 1705 933 User 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 PHF 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 PHF Volume: 2 0 12 0 0 52 276 983 13 34 1705 933 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 2 0 12 0 0 52 276 983 13 34 1705 933 ------|------||------||------||------| Critical Gap Module: Critical Gp: 7.5 xxxx 6.9 xxxxx xxxx 6.9 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------|------||------||------||------| Capacity Module: Cnflict Vol: 2178 xxxx 334 xxxx xxxx 568 2638 xxxx xxxxx 996 xxxx xxxxx Potent Cap.: 27 xxxx 667 xxxx xxxx 471 163 xxxx xxxxx 703 xxxx xxxxx Move Cap.: 0 xxxx 667 xxxx xxxx 471 163 xxxx xxxxx 703 xxxx xxxxx Volume/Cap: xxxx xxxx 0.02 xxxx xxxx 0.11 1.69 xxxx xxxx 0.05 xxxx xxxx ------|------||------||------||------| Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx 0.4 19.4 xxxx xxxxx 0.2 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx 13.6 384.3 xxxx xxxxx 10.4 xxxx xxxxx LOS by Move: * * * * * B F * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx 13.6 xxxxxx xxxxxx ApproachLOS: F B * * CPR_AM CPR_AM CalcaDB October 27, 2005 ,Thursday 09:24:54 AM CalcaDB October 27, 2005 ,Thursday 09:24:54 AM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:W University Dr & Etiwanda Av W/E: Nordhoff St I/S No: 35 N/S:E University Dr & Lindley Av W/E: Nordhoff St I/S No: 36

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 32 64 34 66 21 44 25 2553 11 11 939 3 EXISTING 348 80 453 16 21 27 559 2146 132 27 820 202 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 32 64 34 66 21 44 25 2553 11 11 939 3 TOTAL 348 80 453 16 21 27 559 2146 132 27 820 202

LANE 0 0 0 0 0 0 1 1 0 0 1 0 1 0 1 0 3 0 0 0 0 0 0 2 0 1 0 LANE 1 1 0 0 0 1 0 0 0 0 1 0 0 0 2 0 3 0 0 1 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Split Auto Split Auto Perm Auto Perm Auto SIGNAL Split OLA Split Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 44 A: 64

B: 44 B: 16

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 314 A: 851 A: 341 A: 715 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 25 B: 27 B: 307 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 66 0.71 - 0.80 C A: 453 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 32 0.81 - 0.90 D B = Adjusted Left Volume B: 214 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 66+44 + 851 + 0 453+64 + 715 + 27 V/C = = 0.674 LOS = B V/C = = 0.884 LOS = D 1425 1425

N/S:Zelzah Av W/E: Nordhoff St I/S No: 37 N/S:White Oak Av W/E: Nordhoff St I/S No: 38

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 16 114 25 93 71 853 38 2067 448 419 763 12 EXISTING 2 0 16 16 35 183 32 2570 22 51 1128 7 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 16 114 25 93 71 853 38 2067 448 419 763 12 TOTAL 2 0 16 16 35 183 32 2570 22 51 1128 7

LANE 1 0 0 0 1 0 0 1 0 1 0 0 2 0 1 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 0 0 0 1 0 0 0 1 0 1 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 239 A: 183

B: 93 B: 16

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 258 A: 838 A: 378 A: 864 0.00 - 0.60 A 0.00 - 0.60 A B: 230 B: 38 B: 51 B: 32 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 139 0.71 - 0.80 C A: 18 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 16 0.81 - 0.90 D B = Adjusted Left Volume B: 2 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 16 +239+ 838 + 230 18+183 + 864 + 51 V/C = = 0.928 LOS = E V/C = = 0.783 LOS = C 1425 1425

N/S:Balboa Av W/E: Nordhoff St I/S No: 39 N/S:Woodley Av W/E: Nordhoff St I/S No: 40

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 154 1092 171 138 1823 202 235 2042 96 97 999 180 EXISTING 127 612 128 123 1509 125 215 2226 56 93 1177 245 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 154 1092 171 138 1823 202 235 2042 96 97 999 180 TOTAL 127 612 128 123 1509 125 215 2226 56 93 1177 245

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 675 A: 817

B: 138 B: 123

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 393 A: 713 A: 474 A: 761 0.00 - 0.60 A 0.00 - 0.60 A B: 97 B: 235 B: 93 B: 215 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 421 0.71 - 0.80 C A: 370 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 154 0.81 - 0.90 D B = Adjusted Left Volume B: 127 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 154 +675+ 713 + 97 127 +817+ 761 + 93 V/C = = 1.093 LOS = F V/C = = 1.129 LOS = F 1500 *1500

N/S:405 SB Ramps W/E: Nordhoff St I/S No: 41 N/S:405 NB Ramps W/E: Nordhoff St I/S No: 42

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 0 0 343 0 760 253 1988 0 0 1294 406 EXISTING 824 0 157 0 0 0 0 1424 493 555 1097 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 0 0 343 0 760 253 1988 0 0 1294 406 TOTAL 824 0 157 0 0 0 0 1424 493 555 1097 0

LANE 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 2 0 0 0 0 0 0 3 0 0 1 0 LANE 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 2 0 2 0 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Prot-Fix Auto Perm Auto SIGNAL Perm Auto Perm Auto Prot-Fix Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 552 A: 0

B: 343 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 431 A: 994 A: 549 A: 493 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 139 B: 305 B: 0 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 0 0.71 - 0.80 C A: 79 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 453 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 00+552 + 994 + 453 +0+ 493 + 305 V/C = = 1.015 LOS = F V/C = = 0.808 LOS = D *1425 *1425

N/S:Reseda Bl W/E: Parthenia St I/S No: 43 N/S:Lindley Av W/E: Parthenia St I/S No: 44

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 135 916 217 110 1190 408 200 1370 110 224 1282 153 EXISTING 139 1049 271 82 1371 87 200 1581 75 94 1282 193 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 135 916 217 110 1190 408 200 1370 110 224 1282 153 TOTAL 139 1049 271 82 1371 87 200 1581 75 94 1282 193

LANE 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 595 A: 729

B: 110 B: 82

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 718 A: 740 A: 738 A: 828 0.00 - 0.60 A 0.00 - 0.60 A B: 224 B: 200 B: 94 B: 200 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 458 0.71 - 0.80 C A: 660 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 135 0.81 - 0.90 D B = Adjusted Left Volume B: 139 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 135 +595+ 740 + 224 139 +729+ 200 + 738 V/C = = 1.232 LOS = F V/C = = 1.204 LOS = F 1375 1500

N/S:Reseda Bl W/E: Roscoe Bl I/S No: 45 N/S:Lindley Av W/E: Roscoe Bl I/S No: 46

AM/PM:AM Comments: AM/PM:AM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 168 853 129 181 984 161 128 1249 147 177 1236 97 EXISTING 118 1056 66 177 1224 104 146 1269 179 124 1139 136 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 168 853 129 181 984 161 128 1249 147 177 1236 97 TOTAL 118 1056 66 177 1224 104 146 1269 179 124 1139 136

LANE 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 573 A: 664

B: 181 B: 177

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 444 A: 465 A: 425 A: 483 0.00 - 0.60 A 0.00 - 0.60 A B: 177 B: 128 B: 124 B: 146 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 427 0.71 - 0.80 C A: 561 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 168 0.81 - 0.90 D B = Adjusted Left Volume B: 118 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 168 +573+ 465 + 177 118 +664+ 483 + 124 V/C = = 1.006 LOS = F V/C = = 0.926 LOS = E 1375 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CPR_PM CPR_PM CalcaDB October 27, 2005 ,Thursday 09:26:00 AM CalcaDB October 27, 2005 ,Thursday 09:26:00 AM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:118 WB Ramps & Amigo Av W/E: Rinaldi St I/S No: 1 N/S:Reseda Bl W/E: Rinaldi St I/S No: 2

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 368 103 1093 17 11 30 516 649 22 32 1964 14 EXISTING 561 234 280 115 278 47 133 608 89 119 1615 1316 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 368 103 1093 17 11 30 516 649 22 32 1964 14 TOTAL 561 234 280 115 278 47 133 608 89 119 1615 1316

LANE 1 0 0 0 1 1 0 0 0 0 1 0 0 0 1 0 2 0 0 0 0 1 0 2 0 1 0 0 LANE 2 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 0 1 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 58 A: 139

B: 17 B: 115

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 659 A: 325 A: 808 A: 232 0.00 - 0.60 A 0.00 - 0.60 A B: 32 B: 516 B: 119 B: 133 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 598 0.71 - 0.80 C A: 280 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 368 0.81 - 0.90 D B = Adjusted Left Volume B: 309 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 598+17 + 516 + 659 309 +139+ 133 + 808 V/C = = 1.186 LOS = F V/C = = 0.905 LOS = E *1425 *1425

N/S:Reseda Bl W/E: 118 EB Ramps I/S No: 3 N/S:Balboa Bl W/E: 118 WB Ramps I/S No: 4

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 974 1283 347 1369 0 0 0 0 72 0 324 EXISTING 345 2388 0 0 1186 425 831 2 535 0 0 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 974 1283 347 1369 0 0 0 0 72 0 324 TOTAL 345 2388 0 0 1186 425 831 2 535 0 0 0

LANE 0 0 1 0 1 1 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 LANE 1 0 3 0 0 0 0 0 0 3 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Prot-Fix Perm Auto SIGNAL Prot-Fix Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 685 A: 425

B: 191 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 162 A: 0 A: 0 A: 456 0.00 - 0.60 A 0.00 - 0.60 A B: 72 B: 0 B: 0 B: 456 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 752 0.71 - 0.80 C A: 796 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 345 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + A(E/B) West/East Critical Movements = A(W/B) + A(E/B) 752+ 191 + 0+ 162 796+ 0 + 456+ 0 V/C = = 0.705 LOS = C V/C = = 0.809 LOS = D *1425 *1425

N/S:Balboa Bl W/E: 118 EB Ramps I/S No: 5 N/S:Reseda Bl W/E: Chatsworth St I/S No: 6

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 1856 864 0 1679 335 0 0 0 881 0 317 EXISTING 65 1460 301 169 1460 73 104 613 162 132 1140 76 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 1856 864 0 1679 335 0 0 0 881 0 317 TOTAL 65 1460 301 169 1460 73 104 613 162 132 1140 76

LANE 0 0 2 0 0 1 0 0 0 3 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Free Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 560 A: 767

B: 0 B: 169

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 317 A: 0 A: 608 A: 388 0.00 - 0.60 A 0.00 - 0.60 A B: 485 B: 0 B: 132 B: 104 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 928 0.71 - 0.80 C A: 881 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 65 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 928+00 + + 485 881+169 + 104 + 608 V/C = = 0.872 LOS = D V/C = = 1.105 LOS = F *1500 *1500

N/S:Zelzah Av W/E: Chatsworth St I/S No: 7 N/S:Balboa Bl W/E: Chatsworth St I/S No: 8

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 235 484 300 143 512 91 179 467 89 188 1208 165 EXISTING 94 2107 113 76 1431 247 107 495 84 393 1011 166 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 235 484 300 143 512 91 179 467 89 188 1208 165 TOTAL 94 2107 113 76 1431 247 107 495 84 393 1011 166

LANE 1 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 302 A: 559

B: 143 B: 76

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 604 A: 278 A: 506 A: 290 0.00 - 0.60 A 0.00 - 0.60 A B: 188 B: 179 B: 393 B: 107 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 484 0.71 - 0.80 C A: 740 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 235 0.81 - 0.90 D B = Adjusted Left Volume B: 94 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 484+143 + 179 + 604 740+76 + 290 + 393 V/C = = 0.870 LOS = D V/C = = 0.982 LOS = E *1500 *1425

N/S:Reseda Bl W/E: Devonshire St I/S No: 9 N/S:Lindley Av W/E: Devonshire St I/S No: 10

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 337 1417 311 225 1257 160 295 1043 216 336 1415 172 EXISTING 142 202 339 53 164 144 153 1209 74 122 1609 67 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 337 1417 311 225 1257 160 295 1043 216 336 1415 172 TOTAL 142 202 339 53 164 144 153 1209 74 122 1609 67

LANE 2 0 2 0 1 0 0 2 0 2 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 1 0 0 LANE 1 0 1 0 0 1 0 1 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 472 A: 308

B: 124 B: 53

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 529 A: 522 A: 559 A: 642 0.00 - 0.60 A 0.00 - 0.60 A B: 336 B: 295 B: 122 B: 153 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 576 0.71 - 0.80 C A: 339 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 185 0.81 - 0.90 D B = Adjusted Left Volume B: 142 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 576+124 + 522 + 336 142 +308+ 642 + 122 V/C = = 1.063 LOS = F V/C = = 0.739 LOS = C *1375 *1500

N/S:Zelzah Av W/E: Devonshire St I/S No: 11 N/S:Balboa Bl W/E: Devonshire St I/S No: 12

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 169 866 236 118 664 155 161 1084 168 168 1750 223 EXISTING 227 1772 176 257 1097 334 280 1170 241 407 1515 238 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 169 866 236 118 664 155 161 1084 168 168 1750 223 TOTAL 227 1772 176 257 1097 334 280 1170 241 407 1515 238

LANE 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 410 A: 477

B: 118 B: 257

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 875 A: 542 A: 584 A: 470 0.00 - 0.60 A 0.00 - 0.60 A B: 168 B: 161 B: 407 B: 280 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 433 0.71 - 0.80 C A: 649 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 169 0.81 - 0.90 D B = Adjusted Left Volume B: 227 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 169 +410+ 161 + 875 649+257 + 470 + 407 V/C = = 1.007 LOS = F V/C = = 1.227 LOS = F *1500 *1375

N/S:Woodley Av W/E: Devonshire St I/S No: 13 N/S:405 SB Ramps & Blucher W/E: Devonshire St I/S No: 14

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 150 1039 194 124 514 59 140 1347 122 136 1546 99 EXISTING 0 0 26 192 0 390 2 1466 188 0 2067 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 150 1039 194 124 514 59 140 1347 122 136 1546 99 TOTAL 0 0 26 192 0 390 2 1466 188 0 2067 0

LANE 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 1 1 0 1 0 0 0 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Auto Split Auto Perm Auto Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 287 A: 390

B: 124 B: 192

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 823 A: 735 A: 689 A: 555 0.00 - 0.60 A 0.00 - 0.60 A B: 136 B: 140 B: 0 B: 2 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 411 0.71 - 0.80 C A: 26 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 150 0.81 - 0.90 D B = Adjusted Left Volume B: 0 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + A(E/B) 411+124 + 140 + 823 26 +390 + 555+ 689 V/C = = 0.929 LOS = E V/C = = 0.668 LOS = B *1500 *1500

N/S:405 NB Ramps W/E: Devonshire St I/S No: 15 N/S:Tampa Av W/E: Lassen St I/S No: 16

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 362 4 359 0 0 0 0 1320 83 88 1635 165 EXISTING 72 1883 255 107 1574 63 183 862 161 205 1559 68 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 362 4 359 0 0 0 0 1320 83 88 1635 165 TOTAL 72 1883 255 107 1574 63 183 862 161 205 1559 68

LANE 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 2 0 1 0 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 0 A: 546

B: 0 B: 107

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 600 A: 468 A: 814 A: 512 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 0 B: 205 B: 183 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 359 0.71 - 0.80 C A: 713 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 183 0.81 - 0.90 D B = Adjusted Left Volume B: 72 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 359+0 + 0 + 600 713+107 + 183 + 814 V/C = = 0.569 LOS = A V/C = = 1.211 LOS = F *1500 1500

N/S:Wilbur Av W/E: Lassen St I/S No: 17 N/S:Reseda Bl W/E: Lassen St I/S No: 18

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 78 925 129 89 491 64 89 976 94 175 1751 60 EXISTING 118 1752 283 111 1355 114 111 935 154 142 1520 137 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 78 925 129 89 491 64 89 976 94 175 1751 60 TOTAL 118 1752 283 111 1355 114 111 935 154 142 1520 137

LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 278 A: 735

B: 89 B: 111

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 906 A: 535 A: 829 A: 545 0.00 - 0.60 A 0.00 - 0.60 A B: 175 B: 89 B: 142 B: 111 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 527 0.71 - 0.80 C A: 1018 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 78 0.81 - 0.90 D B = Adjusted Left Volume B: 118 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 527+89 + 89 + 906 1018+111 + 111 + 829 V/C = = 1.074 LOS = F V/C = = 1.379 LOS = F 1500 1500

N/S:Lindley Av W/E: Lassen St I/S No: 19 N/S:Zelzah Av W/E: Lassen St I/S No: 20

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 38 117 257 78 84 170 196 866 355 161 1809 30 EXISTING 282 1018 130 106 696 142 95 906 129 224 1834 372 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 38 117 257 78 84 170 196 866 355 161 1809 30 TOTAL 282 1018 130 106 696 142 95 906 129 224 1834 372

LANE 0 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 332 A: 348

B: 78 B: 106

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 920 A: 611 A: 1103 A: 518 0.00 - 0.60 A 0.00 - 0.60 A B: 161 B: 196 B: 224 B: 95 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 412 0.71 - 0.80 C A: 509 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 38 0.81 - 0.90 D B = Adjusted Left Volume B: 282 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 412+78 + 196 + 920 282 +348+ 95 + 1103 V/C = = 1.071 LOS = F V/C = = 1.219 LOS = F 1500 1500

N/S:Balboa Bl W/E: Lassen St I/S No: 21 N/S:Tampa Av W/E: Plummer St I/S No: 22

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 165 1844 132 114 1113 184 76 779 137 225 1341 145 EXISTING 160 1521 173 114 1697 202 184 517 82 483 1305 222 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 165 1844 132 114 1113 184 76 779 137 225 1341 145 TOTAL 160 1521 173 114 1697 202 184 517 82 483 1305 222

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 2 0 1 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 432 A: 633

B: 114 B: 114

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 743 A: 458 A: 764 A: 300 0.00 - 0.60 A 0.00 - 0.60 A B: 225 B: 76 B: 266 B: 184 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 659 0.71 - 0.80 C A: 565 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 165 0.81 - 0.90 D B = Adjusted Left Volume B: 160 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 659+114 + 76 + 743 160 +633+ 184 + 764 V/C = = 1.061 LOS = F V/C = = 1.266 LOS = F 1500 1375

N/S:Wilbur Av W/E: Plummer St I/S No: 23 N/S:Reseda Bl W/E: Plummer St I/S No: 24

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 60 597 28 99 425 131 17 565 79 378 1037 99 EXISTING 168 1677 109 134 1392 138 188 354 390 279 434 277 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 60 597 28 99 425 131 17 565 79 378 1037 99 TOTAL 168 1677 109 134 1392 138 188 354 390 279 434 277

LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 278 A: 765

B: 99 B: 134

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 568 A: 322 A: 356 A: 390 0.00 - 0.60 A 0.00 - 0.60 A B: 378 B: 17 B: 279 B: 188 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 313 0.71 - 0.80 C A: 893 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 60 0.81 - 0.90 D B = Adjusted Left Volume B: 168 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 313+99 + 322 + 378 893+134 + 390 + 279 V/C = = 0.741 LOS = C V/C = = 1.131 LOS = F 1500 1500

N/S:Zelzah Av W/E: Plummer St I/S No: 25 N/S:White Oak Av W/E: Plummer St I/S No: 26

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 4 1207 238 298 883 73 303 73 259 96 249 10 EXISTING 22 63 139 42 57 34 34 541 31 2 743 25 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 4 1207 238 298 883 73 303 73 259 96 249 10 TOTAL 22 63 139 42 57 34 34 541 31 2 743 25

LANE 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 1 0 0 1 0 0 1 0 0 0 1 0 0 LANE 0 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 0 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 442 A: 133

B: 298 B: 42

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 259 A: 259 A: 768 A: 286 0.00 - 0.60 A 0.00 - 0.60 A B: 96 B: 188 B: 2 B: 34 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 723 0.71 - 0.80 C A: 224 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 4 0.81 - 0.90 D B = Adjusted Left Volume B: 22 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 723+298 + 188 + 259 224+42 + 34 + 768 V/C = = 0.979 LOS = E V/C = = 0.712 LOS = C 1500 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CUM+PROJ REDUX PM Thu Jul 21, 2005 16:04:30 Page 5-1 ------Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #26 White Oak Av & Plummer St ******************************************************************************** Average Delay (sec/veh): 39.3 Worst Case Level Of Service: F[334.9] ******************************************************************************** Street Name: White Oak Av Plummer St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 0 1 0 1 0 1 1 0 ------|------||------||------||------| Volume Module: Base Vol: 22 63 139 42 57 34 2 743 25 34 541 31 Growth 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 Initial Bse: 22 63 139 42 57 34 2 743 25 34 541 31 User 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 PHF 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 PHF Volume: 22 63 139 42 57 34 2 743 25 34 541 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 22 63 139 42 57 34 2 743 25 34 541 31 ------|------||------||------||------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------|------||------||------||------| Capacity Module: Cnflict Vol: 1127 1400 756 1485 1397 286 572 xxxx xxxxx 768 xxxx xxxxx Potent Cap.: 184 142 412 104 142 758 1011 xxxx xxxxx 855 xxxx xxxxx Move Cap.: 115 136 412 43 136 758 1011 xxxx xxxxx 855 xxxx xxxxx Volume/Cap: 0.19 0.46 0.34 0.99 0.42 0.04 0.00 xxxx xxxx 0.04 xxxx xxxx ------|------||------||------||------| Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx 0.1 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.6 xxxx xxxxx 9.4 xxxx xxxxx LOS by Move: * * * * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 226 xxxxx xxxx 92 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 9.1 xxxxx xxxxx 10.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx 104 xxxxx xxxxx 335 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F * * F * * * * * * * ApproachDel: 103.9 334.9 xxxxxx xxxxxx ApproachLOS: F F * * CPR_PM CPR_PM CalcaDB October 27, 2005 ,Thursday 09:26:00 AM CalcaDB October 27, 2005 ,Thursday 09:26:00 AM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Balboa Bl W/E: Plummer St I/S No: 27 N/S:Reseda Bl W/E: Prairie St I/S No: 28

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 114 1892 243 103 1106 80 103 588 94 126 823 82 EXISTING 37 1835 66 70 1639 28 111 52 104 107 54 55 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 114 1892 243 103 1106 80 103 588 94 126 823 82 TOTAL 37 1835 66 70 1639 28 111 52 104 107 54 55

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 395 A: 834

B: 103 B: 70

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 453 A: 341 A: 216 A: 267 0.00 - 0.60 A 0.00 - 0.60 A B: 126 B: 103 B: 107 B: 111 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 712 0.71 - 0.80 C A: 951 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 114 0.81 - 0.90 D B = Adjusted Left Volume B: 37 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 712+103 + 103 + 453 951+70 + 267 + 107 V/C = = 0.914 LOS = E V/C = = 0.930 LOS = E 1500 1500

N/S:Zelzah Av W/E: Prairie St I/S No: 29 N/S:White Oak Av W/E: Prairie St I/S No: 30

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 118 885 19 45 824 151 15 41 27 333 115 269 EXISTING 12 194 20 7 87 13 19 51 12 26 128 17 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 118 885 19 45 824 151 15 41 27 333 115 269 TOTAL 12 194 20 7 87 13 19 51 12 26 128 17

LANE 1 0 1 0 1 0 0 1 0 2 0 0 1 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0 LANE 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 412 A: 54

B: 45 B: 7

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 384 A: 83 A: 171 A: 82 0.00 - 0.60 A 0.00 - 0.60 A B: 333 B: 15 B: 26 B: 19 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 452 0.71 - 0.80 C A: 113 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 118 0.81 - 0.90 D B = Adjusted Left Volume B: 12 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 118 +83412+ + 333 113+7 + 19 + 171 V/C = = 0.631 LOS = B V/C = = 0.207 LOS = A 1500 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CUM+PROJ REDUX PM Thu Jul 21, 2005 16:04:30 Page 6-1 ------Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #30 White Oak Av & Prairie St ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.238 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 8.8 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Street Name: White Oak Av Prairie St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 0 1! 0 0 0 0 1! 0 0 ------|------||------||------||------| Volume Module: Base Vol: 12 194 20 7 87 13 26 128 17 19 51 12 Growth 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 Initial Bse: 12 194 20 7 87 13 26 128 17 19 51 12 User 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 PHF 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 PHF Volume: 12 194 20 7 87 13 26 128 17 19 51 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 194 20 7 87 13 26 128 17 19 51 12 PCE 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 MLF 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 Final Vol.: 12 194 20 7 87 13 26 128 17 19 51 12 ------|------||------||------||------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.10 1.72 0.18 0.13 1.63 0.24 0.15 0.75 0.10 0.23 0.62 0.15 Final Sat.: 70 1151 121 83 1056 161 109 538 71 161 433 102 ------|------||------||------||------| Capacity Analysis Module: Vol/Sat: 0.17 0.17 0.17 0.08 0.08 0.08 0.24 0.24 0.24 0.12 0.12 0.12 Crit Moves: **** **** **** **** Delay/Veh: 9.0 8.9 8.8 8.6 8.4 8.3 9.2 9.2 9.2 8.5 8.5 8.5 Delay 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 AdjDel/Veh: 9.0 8.9 8.8 8.6 8.4 8.3 9.2 9.2 9.2 8.5 8.5 8.5 LOS by Move: A A A A A A A A A A A A ApproachDel: 8.9 8.4 9.2 8.5 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 8.9 8.4 9.2 8.5 LOS by Appr: A A A A ******************************************************************************** CPR_PM CPR_PM CalcaDB October 27, 2005 ,Thursday 09:26:00 AM CalcaDB October 27, 2005 ,Thursday 09:26:00 AM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:Tampa Av W/E: Nordhoff St I/S No: 31 N/S:Wilbur Av W/E: Nordhoff St I/S No: 32

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 244 1534 530 341 1437 270 494 1105 212 308 1384 255 EXISTING 84 177 6 132 152 231 24 1651 255 262 1945 110 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 244 1534 530 341 1437 270 494 1105 212 308 1384 255 TOTAL 84 177 6 132 152 231 24 1651 255 262 1945 110

LANE 2 0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 569 A: 231

B: 188 B: 132

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 546 A: 439 A: 685 A: 635 0.00 - 0.60 A 0.00 - 0.60 A B: 169 B: 272 B: 262 B: 24 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 688 0.71 - 0.80 C A: 92 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 134 0.81 - 0.90 D B = Adjusted Left Volume B: 84 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = A(W/B) + B(E/B) 688+188 + 272 + 546 84 +231+ 635 + 262 V/C = = 1.232 LOS = F V/C = = 0.808 LOS = D 1375 1500

N/S:Reseda Bl W/E: Nordhoff St I/S No: 33 N/S:Darby Av W/E: Nordhoff St I/S No: 34

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 236 1186 202 622 1228 253 321 1498 461 277 1400 172 EXISTING 6 1 40 0 0 163 14 1838 361 166 2216 48 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 236 1186 202 622 1228 253 321 1498 461 277 1400 172 TOTAL 6 1 40 0 0 163 14 1838 361 166 2216 48

LANE 2 0 2 0 0 1 0 2 0 2 0 0 1 0 2 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 2 0 1 1 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 614 A: 163

B: 342 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 524 A: 653 A: 755 A: 613 0.00 - 0.60 A 0.00 - 0.60 A B: 152 B: 177 B: 166 B: 14 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 593 0.71 - 0.80 C A: 47 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 130 0.81 - 0.90 D B = Adjusted Left Volume B: 6 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 593+342 + 653 + 152 6 +163+ 613 + 166 V/C = = 1.265 LOS = F V/C = = 0.632 LOS = B 1375 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94 CUM+PROJ REDUX PM Thu Jul 21, 2005 16:04:30 Page 7-1 ------Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #34 Darby Av & Nordhoff St ******************************************************************************** Average Delay (sec/veh): 52.8 Worst Case Level Of Service: F[5220.7] ******************************************************************************** Street Name: Darby Av Nordhoff St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------|------||------||------||------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 1 1 0 2 1 0 1 0 2 1 1 ------|------||------||------||------| Volume Module: Base Vol: 6 1 40 0 0 163 166 2216 48 14 1838 361 Growth 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 Initial Bse: 6 1 40 0 0 163 166 2216 48 14 1838 361 User 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 PHF 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 PHF Volume: 6 1 40 0 0 163 166 2216 48 14 1838 361 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 6 1 40 0 0 163 166 2216 48 14 1838 361 ------|------||------||------||------| Critical Gap Module: Critical Gp: 7.5 6.5 6.9 xxxxx xxxx 6.9 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------|------||------||------||------| Capacity Module: Cnflict Vol: 3213 4799 763 xxxx xxxx 613 2199 xxxx xxxxx 2264 xxxx xxxxx Potent Cap.: 4 1 352 xxxx xxxx 441 243 xxxx xxxxx 229 xxxx xxxxx Move Cap.: 1 0 352 xxxx xxxx 441 243 xxxx xxxxx 229 xxxx xxxxx Volume/Cap: 5.31 4.03 0.11 xxxx xxxx 0.37 0.68 xxxx xxxx 0.06 xxxx xxxx ------|------||------||------||------| Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx 1.7 4.4 xxxx xxxxx 0.2 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx 17.9 46.6 xxxx xxxxx 21.7 xxxx xxxxx LOS by Move: * * * * * C E * * C * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 5 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 7.6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx 5221 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F * * * * * * * * * * ApproachDel: 5220.7 17.9 xxxxxx xxxxxx ApproachLOS: F C * * CPR_PM CPR_PM CalcaDB October 27, 2005 ,Thursday 09:26:00 AM CalcaDB October 27, 2005 ,Thursday 09:26:00 AM INTERSECTION DATA SUMMARY SHEET INTERSECTION DATA SUMMARY SHEET

N/S:W University Dr & Etiwanda Av W/E: Nordhoff St I/S No: 35 N/S:E University Dr & Lindley Av W/E: Nordhoff St I/S No: 36

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 28 24 44 312 78 149 45 1982 4 4 2137 32 EXISTING 435 48 599 60 52 24 552 1468 64 38 2028 367 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 28 24 44 312 78 149 45 1982 4 4 2137 32 TOTAL 435 48 599 60 52 24 552 1468 64 38 2028 367

LANE 0 0 0 0 0 0 1 1 0 0 1 0 1 0 1 0 3 0 0 0 0 0 0 2 0 1 0 LANE 1 1 0 0 0 1 0 0 0 0 1 0 0 0 2 0 3 0 0 1 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Split Auto Split Auto Perm Auto Perm Auto SIGNAL Split OLA Split Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 195 A: 136

B: 195 B: 60

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 723 A: 661 A: 798 A: 489 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 45 B: 38 B: 304 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 72 0.71 - 0.80 C A: 599 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 28 0.81 - 0.90 D B = Adjusted Left Volume B: 242 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 72+195 + 45 + 723 599+136 + 304 + 798 V/C = = 0.726 LOS = C V/C = = 1.289 LOS = F 1425 1425

N/S:Zelzah Av W/E: Nordhoff St I/S No: 37 N/S:White Oak Av W/E: Nordhoff St I/S No: 38

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 8 267 50 276 139 703 30 1445 181 610 2129 27 EXISTING 1 18 20 27 21 91 11 1630 28 172 2156 8 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 8 267 50 276 139 703 30 1445 181 610 2129 27 TOTAL 1 18 20 27 21 91 11 1630 28 172 2156 8

LANE 1 0 0 0 1 0 0 1 0 1 0 0 2 0 1 0 2 0 1 0 0 2 0 2 0 1 0 0 LANE 0 0 0 1 0 0 0 1 0 1 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 139 A: 91

B: 276 B: 27

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 719 A: 542 A: 721 A: 553 0.00 - 0.60 A 0.00 - 0.60 A B: 336 B: 30 B: 172 B: 11 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 317 0.71 - 0.80 C A: 39 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 8 0.81 - 0.90 D B = Adjusted Left Volume B: 1 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + A(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = B(W/B) + A(E/B) 317+276 + 542 + 336 39+91 + 11 + 721 V/C = = 1.032 LOS = F V/C = = 0.605 LOS = B 1425 1425

N/S:Balboa Av W/E: Nordhoff St I/S No: 39 N/S:Woodley Av W/E: Nordhoff St I/S No: 40

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 229 1891 262 139 1043 118 153 1314 117 185 1870 130 EXISTING 190 1504 230 93 555 84 105 1699 117 114 2022 158 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 229 1891 262 139 1043 118 153 1314 117 185 1870 130 TOTAL 190 1504 230 93 555 84 105 1699 117 114 2022 158

LANE 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto SIGNAL Perm Auto Perm Auto Perm Auto Perm Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 387 A: 320

B: 139 B: 93

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 667 A: 477 A: 727 A: 605 0.00 - 0.60 A 0.00 - 0.60 A B: 185 B: 153 B: 114 B: 105 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 718 0.71 - 0.80 C A: 867 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 229 0.81 - 0.90 D B = Adjusted Left Volume B: 190 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 718+139 + 153 + 667 867+93 + 105 + 727 V/C = = 1.118 LOS = F V/C = = 1.125 LOS = F 1500 *1500

N/S:405 SB Ramps W/E: Nordhoff St I/S No: 41 N/S:405 NB Ramps W/E: Nordhoff St I/S No: 42

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 0 0 0 445 0 653 248 1674 0 0 1562 1083 EXISTING 929 0 516 0 0 0 0 986 296 582 1412 0 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 0 0 0 445 0 653 248 1674 0 0 1562 1083 TOTAL 929 0 516 0 0 0 0 986 296 582 1412 0

LANE 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 2 0 0 0 0 0 0 3 0 0 1 0 LANE 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 2 0 2 0 0 0 0

Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR Phasing RTOR PhasingRTOR Phasing RTOR Phasing RTOR SIGNAL Perm Auto Prot-Fix Auto Perm Auto SIGNAL Perm Auto Perm Auto Prot-Fix Auto

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 549 A: 0

B: 445 B: 0

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 1083 A: 837 A: 706 A: 329 0.00 - 0.60 A 0.00 - 0.60 A B: 0 B: 136 B: 320 B: 0 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 0 0.71 - 0.80 C A: 258 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 0 0.81 - 0.90 D B = Adjusted Left Volume B: 511 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + A(S/B) North/South Critical Movements = B(N/B) + A(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 0+549 + 136 + 1083 511 +00+ + 706 V/C = = 1.171 LOS = F V/C = = 0.784 LOS = C *1425 *1425

N/S:Reseda Bl W/E: Parthenia St I/S No: 43 N/S:Lindley Av W/E: Parthenia St I/S No: 44

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 137 1410 271 158 1281 303 186 1124 185 329 1546 192 EXISTING 186 1372 514 83 1018 70 164 1263 97 135 1656 179 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 137 1410 271 158 1281 303 186 1124 185 329 1546 192 TOTAL 186 1372 514 83 1018 70 164 1263 97 135 1656 179

LANE 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 641 A: 544

B: 158 B: 83

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 869 A: 655 A: 918 A: 680 0.00 - 0.60 A 0.00 - 0.60 A B: 329 B: 186 B: 135 B: 164 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 705 0.71 - 0.80 C A: 943 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 137 0.81 - 0.90 D B = Adjusted Left Volume B: 186 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = A(N/B) + B(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = B(W/B) + A(E/B) West/East Critical Movements = B(W/B) + A(E/B) 705+158 + 186 + 869 943+83 + 164 + 918 V/C = = 1.395 LOS = F V/C = = 1.405 LOS = F 1375 1500

N/S:Reseda Bl W/E: Roscoe Bl I/S No: 45 N/S:Lindley Av W/E: Roscoe Bl I/S No: 46

AM/PM:PM Comments: AM/PM:PM Comments:

COUNT DATE: STUDY DATE: GROWTH FACTOR: COUNT DATE: STUDY DATE: GROWTH FACTOR:

Volume/Lane/Signal Configurations Volume/Lane/Signal Configurations

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT LT TH RT EXISTING 217 1123 191 233 1095 236 123 1359 240 245 1596 151 EXISTING 110 1309 85 170 1028 98 124 1430 317 151 1584 157 AMBIENT AMBIENT RELATED RELATED PROJECT PROJECT

TOTAL 217 1123 191 233 1095 236 123 1359 240 245 1596 151 TOTAL 110 1309 85 170 1028 98 124 1430 317 151 1584 157

LANE 1 0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 LANE 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

Critical Movements Diagram Critical Movements Diagram SouthBound SouthBound A: 666 A: 563

B: 233 B: 170

EastBound WestBound V/C RATIO LOS EastBound WestBound V/C RATIO LOS A: 582 A: 533 A: 580 A: 582 0.00 - 0.60 A 0.00 - 0.60 A B: 245 B: 123 B: 151 B: 124 0.61 - 0.70 B 0.61 - 0.70 B NorthBound NorthBound A: 562 0.71 - 0.80 C A: 697 0.71 - 0.80 C A = Adjusted Through/Right Volume A = Adjusted Through/Right Volume B = Adjusted Left Volume B: 217 0.81 - 0.90 D B = Adjusted Left Volume B: 110 0.81 - 0.90 D * = ATSAC Benefit * = ATSAC Benefit 0.91 - 1.00 E 0.91 - 1.00 E Results Results North/South Critical Movements = B(N/B) + A(S/B) North/South Critical Movements = A(N/B) + B(S/B) West/East Critical Movements = A(W/B) + B(E/B) West/East Critical Movements = A(W/B) + B(E/B) 217 +666+ 533 + 245 697+170 + 582 + 151 V/C = = 1.208 LOS = F V/C = = 1.067 LOS = F 1375 1500

Developed by Chun Wong, 12/94 Developed by Chun Wong, 12/94