1 Traffic, Transportation, and Parking
Consultants
833 Americana Way, Suite 505
Glendale, CA 91210
[email protected]
JBATraffic.com
Ph: 818-694-2880
May 6,2024
JB & Associates Proposal
For the Preparation of the
City of Glendale 2024 Citywide Pedestrian and Bicycle Count &
Analysis
2 City of Glendale
Community Development Department
633 East Broadway, Glendale, CA 91206
Project: City of Glendale 2024 Citywide Pedestrian and Bicycle Count and Analyses
1. BACKGROUND
JB & Associates (JBA) are pleased to submit a Proposal for the preparation of the City of Glendale (City) 2024 Citywide Pedestrian and Bicycle Count and Analysis. The City is interested in conducting pedestrian bicycle counts consistent with the prior year counts completed in 2013, 2016, and 2019 and a report analyzing the collected data, and evaluate the trend of pedestrian and bicyclist. The City is also interested in identifying the top 10 intersections with the highest- pedestrian and bicyclist volumes.
In order to be consistent with the prior years data collections, JBA will use the methodology adopted by the City and recommended by the Los Angeles Metro, and the Southern California Association of Government (SCAG) as follow:
▪ Screenlines will be used to collect data, where bicyclists and pedestrians are counted as they cross a drawn or imaginary line near an intersection. Bi-directional data will be collected at each screenline location.
▪ Counts will take place during late April and early May to ensure data is collected while school is in session and to limit delays to the Pedestrian Plan. ▪ Data will be collected during three separate two-hour count periods. Each two-hour count period is divided into eight 15-minute segments for data recording purposes. − Weekday counts will occur during two consecutive periods on a Tuesday, Wednesday, or Thursday from 7:00-9:00 a.m. and from 5:00-7:00 p.m. to maintain consistency with 2013 count data.
− The weekend count will occur on Saturday from 10:00 a.m. – 12:00 noon. ▪ Additional data about individuals biking and walking will be collected during the counts.
This additional data will be counted for the two-hour segment overall rather than in 15- minute segments.
− For bicyclists, data regarding gender, sidewalk riding, wrong-way riding, and helmet use will be collected.
3 − For pedestrians, data regarding gender, wheelchair use, skateboard/scooter/skates use, and age (i.e., child or senior) will be collected.
Screen Line Diagram
2. Traffic Count Methodology and Locations
JBA will conduct the pedestrian and bicycle counts using the latest video technology in data collection. JBA recently completed trip generation data collection for the City of Glendale’s drive- through design standard project using the same type of video data collection technology.
Considering that there are 52 locations with over 100 Screenlines, that need to be counted in a very short period (approximately 4 weeks in May 2024 prior to the end of the school year) this type of data collection is the most affordable, reliable, and fastest way to collect data. .
The pedestrian and bicycle count location are listed in the attached Figure (1) and (2) which are identical with Glendale’s 2016 and 2019 counts. Pedestrian and bicycle counts will be recorded for approximately six hours on two consecutive Tuesday, Wednesday, or Thursdays and for approximately three hours on a Saturday. Using the same screen lines in the 2019 report data will be tabulated for comparison.
4 2. SCOPE & TASKS
Based on the review of the 2019 Pedestrian and Bicycle Count Report, JB & Associates (JBA) has prepared the following Tasks for the preparation of the 2024 Report. Based on the Tasks listed below, JBA has prepared the Fee Proposal for the data collection, data analysis, and report preparation.
TABLE A-
City of Glendale
2024 Pedestrian and Bicycle Count Report Preparation
Task # Task Description
1 Study Kickoff
1.1 Meeting with City Staff to coordinate the Data collection and analysis
1.2 Finalization of all Data Collection Locations and screen lines
1.3 Review of City’s prior Pedestrian and Bicycle Counts data and studies 2 Field Observation – Conduct field observations of all Data Collections locations (Intersections and streets) for camera installations
2.1 Field Check of 52 locations
2.2 Prepare Location Maps for the Data Collection vendor
2.3 Prepare Screen Line Locations
3 Data collection - Prepare Pedestrian and Bicycle Templates for Video Data Analysis
3.1 Prepare survey templates for Pedetrian Counts and screen counts
3.2 Prepare survey templates for Bicycle Counts and screen counts 4 Video data Processing of all Pedestrian and Bicycle Counts
4.1 Tabulate Pedestrian Data for 52 Locations (Weekday AM, PM and Weekend)
4.2 Tabulate Bicycle Data with classifications for 52 Locations (Weekday AM, PM and Weekend)
4.3 Tabulate Bicycle Data with classifications for 52 Locations with classification for Male/Female, wrong way)
4.4 Prepare Screen Line Counts for the Pedestrian Counts
4.5 Prepare Screen Line Counts for the Bicycle Counts
4.6 Review Pedestrian and Bicycle data Analysis
5 Prepare Comparison Tables for the Pedestrian and Bicycle Counts for years 2013, 2015,2019 and 2024
5.1 Prepare comparison of 2013,2016,2019 and 2024 Pedestrian counts with screen lines
5.2 Prepare comparison of 2013,2016,2019 and 2024 Bicycle counts with screen lines
5.3 Prepare comparison of the top 10 Pedestrian Screen lines
5.4 Prepare comparison of the top 10 Bicycle Screen lines 6 Prepare 2024 Pedestrian and Bicycle Report
6.1 Prepare Pedestrian and Bicycle Figures, maps, and exhibits
6.2 Prepare Detailed Pedestrian and Bicycle Report
6.3 Glendale Planning and Transportation Staff Report review.
6.3 Update Pedestrian and Bicycle Report based on comments from City Staff 7 Meetings
7.1 Regular progress meeting with City staff
7.2 Attend and present study to TPC, PC, DRB, Community Outreach and City Council 8 Project Management (5 months)
9 Other tasks
5 3. PROJECT SCHEDULE
The Following is a Tentative Schedule that will need to be approved by the City:
1. Tasks 1-3 will be completed in approximately 4 weeks (May 1-31,2024) contingent upon receiving a Notice to Proceed by May 8,2024.
2. Task 4 will be completed in 8 weeks from completion Task 3 June 1- July 31,2024
3. Task 5 will be completed in 4 weeks August 1-31,2024
4. Task 6 will be completed in 6 weeks September 1-October 15,2024
5. Upon completion of the Report, the city staff can schedule presentations to the Transportation Parking Commission, Planning Commission, and the City Council as needed.
4. PROPOSED FEE
Based on the Tasks outlined in the Scope of Services a fee estimate has been prepared as Shown in the Fee Proposal table below. This Fee Proposal estimate also includes the budget for meetings, travel time, and other miscellaneous/reimbursable costs.
Any deviations, changes or additions to the project scope will be subject to the City’s approval and additional fee. The City will be billed monthly based on the percentage completion of each task.
Fee Proposal
City of Glendale 2024 Pedestrian and Bicycle Count Report Preparation
Pedestrian and Bicycle Count Data Collection Estimate $ 38,700.00 Preparation of the Pedestrian and Bicycle Count Report $ 84,110.00 Total Proposed Fee $122,810.00
JB & Associates has extensive experience in data collection and analysis in all aspects of traffic engineering and transportation planning. JBA’s proposed staff also has extensive experience and knowledge of traffic engineering and planning particularly in City of Glendale.
Thank you for the opportunity to propose professional services for the City. Please contact me if you have any questions.
Sincerely,
Jano Baghdanian, P.E., T.E.
President, JB & Associates, LLC
6 5. JB & ASSOCIATES PROPOSED STAFF RESUMES
7 Jano Baghdanian, President, JB & Associates (JBA)
Jano Baghdanian, President of JBA, is a professional Civil and Traffic Engineer in the state of Californian with over 37 years of experience in public and private sector preparing and managing a wide range of transportation projects in various municipalities. He has experience in all aspects of traffic engineering, transportation planning, and signal design and operations.
As City of Glendale’s former Traffic and Transportation Administrator managed and administered City’s Traffic and Transportation Division, was responsible for the review of various Traffic Impact Studies for small and large scale residential, commercial, and mixed-use projects. Designed and constructed traffic signal and communication systems, managed signal timing and operations, and reviewed and prepared Construction Area Traffic Control Plans.
As Traffic and Transportation Administrator for the City of Glendale, he was a key member of City of Glendale’s management staff in the planning and development of mitigation measures, right-of-way acquisitions, infrastructure design and construction (roadways, bridges, traffic signals, railroad crossings) for major Master Plan projects namely Disney’s Creative Campus, DreamWorks, and Americana on Brand. Directed and managed the design and construction of major capital improvement projects including construction of Fairmont Avenue Bridge, the largest Public Works Project in the City of Glendale.
In the last 13 years as President of JB & Associates, provided professional traffic engineering services to cities, environmental planning consulting firms, developers and construction firms.
Prepared over 100 traffic impact studies for a variety of development projects such as large scale residential mixed-use projects, fast-food restaurant and coffee shops with drive-through operations, hotels, retail and commercial projects, and athletic facilities and schools. Analyzed intersection capacities using Synchro and PTV Vistro modeling software.
Mr. Baghdanian also has extensive experience in community outreach, consensus building among homeowner associations, business community and developers of major projects.
Project Management
Transportation Planning
Capital Improvement
Projects
Traffic Signal Improvements
Railroad Safety
Improvements
Budget Preparation
Parking Facilities
Bicycle and Pedestrian
Safely
Traffic Calming
Improvements
Transit Projects
Safe Route to School
EDUCATION
1980 Master of Science
Transportation Engineering,
University of Washington,
Seattle, WA
1978 Bachelor of Science
Civil Engineering, University
of Washington, Seattle, WA
REGISTRATION
Professional Engineer, CA,
Civil - No. 43576
Professional Engineer, CA,
Traffic - No. 1174
Professional Traffic
Operations Engineer - PTOE
Certificate No. 522
JBA & Associates, LLC
Traffic, Transportation, and
Parking Consultants
833 Americana Way, Suite 505
Glendale, CA 91210
Email: [email protected]
Phone: 818-694-2880
Fax: 818-888-4541
Web: JBATraffic.com
KEY SKILLS
Transportation Planning:
Preparation of Traffic Impact
Studies for small and large mixed-
use residential projects, parks,
and museums.
Parking Access, queuing analysis,
circulation studies for Restaurant,
banquet, and shopping centers.
Traffic Signal Design
Roadway signing/striping design.
Preparation of Work-site Traffic
Control Plans, Traffic Calming
Improvements, and
Transit Projects.
EDUCATION
1980 Master of Science
Transportation Engineering,
University of Washington, Seattle,
WA
1978 Bachelor of Science
Civil Engineering, University of
Washington, Seattle, WA
REGISTRATION
Professional Engineer, CA,
Civil - No. 43576
Professional Engineer, CA,
Traffic - No. 1174
8 Wayne C. Ko, PE, TE, PTOE, Senior Traffic Engineer, JB & Associates Wayne C. Ko, Senior Traffic Engineer, JB & Associates, is a professional Civil and Traffic Engineer in the State of California with 40 years of experience in the private and public sectors managing a wide range of transportation projects. He has extensive experience in all aspect of traffic operations, transportation planning, and design of traffic control facilities.
As the former Principal Traffic Engineer of the City of Glendale, California for 27 years, he was in charge of the Traffic Engineering Division and the preparation and review of over 200 design plans and specifications for a variety of traffic engineering capital improvement projects. Those projects included installation or modification of traffic signals, traffic calming devices, bicycle and pedestrian facilities, pedestrian-activated warning devices, copper and fiber optic communication systems, closed circuit television cameras, and construction area traffic control. During his tenure with the City of Glendale, Mr. Ko managed the design and construction of the City’s Advanced Traffic Operations Center and 5 at-grade railroad crossing safety enhancement projects. He was also responsible for the implementation of various Intelligent Transportation Systems projects, such as transit signal priority, fiber optic communication system master plan, and the integration of various traffic signal systems with adjacent agencies. In addition, Mr. Ko was also responsible for establishing the first operational Quiet Zone in the County of Los Angeles, located along the Metrolink Antelope Valley Line, Valley Subdivision, from Milepost 8.47 (Sonora Avenue) to 9.16 (Flower Street) in the City of Glendale, CA.
In addition, Mr. Ko also has extensive working experience in various transportation consulting firms providing design review oversight and quality control for the installations and modifications of traffic signal and signing/striping designs.
As a Senior Traffic Engineer at JB & Associates since 2017, Mr. Ko has prepared numerous transportation impact assessment studies for large scale mixed-use residential projects, hotels, retail and commercial establishments, fast-food restaurants, and automated car-wash facilities. He also conducts various statistical analyses, prepares traffic signal and signing/striping designs, as well as construction area traffic control plans.
JBA & Associates, LLC
Traffic, Transportation, and
Parking Consultants
833 Americana Way, Suite 505
Glendale, CA 91210
Email: [email protected]
Phone: 818-694-2880
Fax: 818-888-4541
Web: JBATraffic.com
KEY SKILLS
Preparation of Transportation
Impact Assessment Studies,
Transportation Planning,
parking access, queuing
analysis, circulation studies for
Restaurant, banquet facilities,
and shopping centers
Traffic Signal/Signing & Striping,
Intelligent Transportation
System,
Pedestrian & Bicycle Facilities,
Railroad Safety Improvements,
Work Area Traffic Control
Traffic Calming Improvements
EDUCATION
1983 Master of Science
Transportation Engineering,
University of California,
Berkeley
1982 Bachelor of Science
Civil & Environmental
Engineering, University of
Wisconsin, Madison
REGISTRATION
Professional Engineer, CA,
Civil - No. 39669
Professional Engineer, CA,
Traffic - No. 1490
Project Management
Transportation Planning
Capital Improvement
Projects
Traffic Signal Improvements
Railroad Safety
Improvements
Budget Preparation
Parking Facilities
Bicycle and Pedestrian
Safely
Traffic Calming
Improvements
Transit Projects
Safe Route to School
EDUCATION
1980 Master of Science
Transportation Engineering,
University of Washington,
Seattle, WA
1978 Bachelor of Science
Civil Engineering, University
of Washington, Seattle, WA
REGISTRATION
Professional Engineer, CA,
Civil - No. 43576
Professional Engineer, CA,
Traffic - No. 1174
Professional Traffic
Operations Engineer - PTOE
Certificate No. 522
9 Arsen Mangasarian, Transportation Planner, JB & Associates Arsen Mangasarian, Transportation Planner, is a former Transportation Planner with over 30 years of experience with the City of Los Angeles, Department of Transportation (DOT). He has acquired an in-depth knowledge and understanding of techniques for evaluating transportation projects and the alternatives, especially for the City of Los Angeles Vision Zero and Complete Streets strategies related to the emerging safety, equity, and quality of life strategies and the development of solutions to respond to the growing number traffic issues.
Mr. Mangasarian Extensive knowledge of California and Federal laws and regulations related to environmental restrictions and regulations, methods of research, statistical data gathering, and analysis to address the impacts of transportation systems on the communities and the environment. Extensive knowledge and experience in the solicitation of and securing transportation and transit grants from Federal, State, and Regional governmental agencies.
Strong analytical and planning skills, and in-depth knowledge of strategies for developing projects to compete well for local, state, and federal grants.
He currently is a key member of the JB & Associates team working on various transportation planning, traffic operations, data analysis, and pedestrian and bicycle safety planning. In the past 4 years as part of the JBA Team, Mr. Mangasarian has worked on multiple projects involving the study and analysis of fast-food restaurants and coffee shops with drive-through operations. He has conducted numerous surveys of Chick-fil-A restaurants, Starbucks, and automated car washes and hotels and collected data and identifies traffic issues ( queuing problems, vehicular and pedestrian conflicts, on-site circulation problems, and access issues).
.
JBA & Associates, LLC
Traffic, Transportation, and
Parking Consultants
833 Americana Way, Suite 505
Glendale, CA 91210
Email: [email protected]
Phone: 818-438-2253
Web: www.jbatraffic.com
KEY SKILLS
Parking design and internal
circulation , Parking Occupancy
and Duration Studies, Bicycle
and Pedestrian Safely, Traffic
Calming Improvements, Transit
Projects, Safe Route to School,
Public Outreach.
EDUCATION
Master of Transportation
Engineering (1983) - Seattle
University, Seattle, Washington
Bachelor of Science Civil
Engineering (1979) - University of
Washington, Seattle, Washington
Project Management
Transportation Planning
Capital Improvement
Projects
Traffic Signal Improvements
Railroad Safety
Improvements
Budget Preparation
Parking Facilities
Bicycle and Pedestrian
Safely
Traffic Calming
Improvements
Transit Projects
Safe Route to School
EDUCATION
1980 Master of Science
Transportation Engineering,
University of Washington,
Seattle, WA
1978 Bachelor of Science
Civil Engineering, University
of Washington, Seattle, WA
REGISTRATION
Professional Engineer, CA,
Civil - No. 43576
Professional Engineer, CA,
Traffic - No. 1174
Professional Traffic
Operations Engineer - PTOE
Certificate No. 522
JBA & Associates, LLC
Traffic, Transportation, and
Parking Consultants
833 Americana Way, Suite 505
Glendale, CA 91210
Email:
[email protected]
Phone: 323-250-6085
Web: JBATraffic.com
KEY SKILLS
Preparation of Transportation
Impact Assessments,
preparation of VMT Analyses.
EDUCATION
2013 Bachelor of Arts
University of California, Los
Angeles
10 6. JB & ASSOCIATES RELEVANT EXPERIENCE
Over the past 8 years, JBA has worked with various developers to prepare transportation impact assessments and access and circulation studies for land uses that have drive-through operations as a common design feature. In particular, JBA has prepared access and circulation analysis, queuing analysis for drive-through lanes, parking lot on site circulation, and driveway design. The following are a list of relevant projects that JBA has completed in various cities especially in the City of Los Angles that has experienced a prolification of fast-food esatblishments with drive- through operations. JBA also has the experience with the study and analyses of other land use types with drive-through operations such as cofee establishment and automated car washed as listed below:
1. City of Glendale Standards and Guidelines for New and Replacement Drive-Through Projects (Study)
(JBA) is currently under contract with the city of Glendale for the to develop Standards and Guidelines for New and Replacement Drive-Through Projects (Study) in the City of Glendale in cooperation with the City of Glendale Community Planning Department. This effort involved extensive video data collection of various types of fast-food restaurants throughout city of Glendale, tabulation of the trip generation of each restaurant including queuing analysis very similar to the type of data collection and analysis that will be required for the Glendale’s Pedestrian and Bicycle Count report.
2. Silverlake Mater Plan
JBA, as part of the of the Hargreaves-Jones Associates consultant team, provided traffic engineering services as part of the conversion of the Silverlake Reservoir to a vibrant recreation facility. JBA identified challenges and constraints for the Master Plan, evaluated existing street network, walking paths for pedestrians, bicycle lanes, access, and circulation to and from the Silverlake, and conducted pedestrian safety analysis and recommended alternatives.
a. Conducted extensive data collection of vehicular, pedestrian and bicycle traffic.
b. Developing a unique trip generation methodology based on the usage of various park areas (recreation facilities, play areas, picnic areas, dog parks, walking and jogging paths).
c. Conducted parking occupancy surveys to determine parking occupancy and project future parking demand.
11 Figure 1: Bicycle Count Locations and Volumes
12 Screen
-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weeke
nd
Volume
Female Sidewalk
Rider
Wrong
Way
No
Helmet Child
767 Brand &
Broadway Brand Wilson &
Broadway 11 10 16 11 17 7 30 1
774 Brand &
Broadway Broadway Brand &
Maryland 3 13 13 1 9 1 18 2
790
Brand &
Chevy
Chase
Chevy Chase Brand &
Glendale 7 5 15 8 14 5 15 1
768
Brand &
Chevy
Chase
Brand Acacia &
Chevy Chase 14 11 11 4 5 1 19 2
773 Brand &
Harvard Brand Harvard &
Caruso 5 7 13 8 10 4 17 4
769 Brand &
Harvard Brand Broadway &
Harvard 13 14 12 4 13 6 23 3
788 Brand &
Harvard Harvard Brand &
Maryland 1 1 3 1 1 0 2 0
822
Broadway &
Chevy
Chase
S Chevy
Chase Dr
Broadway &
Carlton 6 6 16 4 4 3 9 2
811
Broadway &
Chevy
Chase
E Broadway Chevy Chase
& Olive 1 3 4 1 5 2 6 2
775 Broadway &
Maynard Broadway Sinclair &
Maynard 3 2 6 0 4 1 7 1
827 California &
Columbus
W California
Ave
Columbus &
Central 2 2 4 0 0 0 1 0
805 California &
Columbus
N Columbus
Ave
California &
Salem 4 3 2 0 2 0 3 3
13 Screen
-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weeke
nd
Volume
Female Sidewalk
Rider
Wrong
Way
No
Helmet Child
830 California &
Orange
W California
Ave
Orange &
Brand 1 5 0 0 4 2 5 3
806 California &
Orange N Orange St Lexington &
California 0 3 0 0 0 1 1 0
779
Central &
Americana
Way
Central
Broadway &
Americana
Way
3 9 6 3 10 2 13 2
700
Central &
Americana
Way
Americana
Way
Central &
Brand 1 1 2 0 2 1 2 0
796 Central &
Stocker Stocker Central &
Brand 1 4 12 3 4 1 5 1
789 Central &
Stocker Central Stocker &
Dryden 2 3 2 3 3 0 4 1
808 Central &
Wilson S Central Ave Wilson &
Broadway 1 7 6 2 6 3 8 5
829 Central &
Wilson
W Wilson
Ave
Orange &
Brand 0 1 2 0 0 0 1 1
794 Colorado &
Lincoln Colorado Campus &
Lincoln 6 4 4 3 8 4 11 1
795 Columbus &
Riverdale Columbus Riverdale &
Maple 6 5 3 3 3 1 4 0
716 Columbus &
Riverdale Riverdale Pacific &
Columbus 1 1 2 1 1 0 2 0
809 Columbus &
Wilson
N Columbus
Ave
Wilson &
Broadway 5 2 3 0 3 0 5 1
828 Columbus &
Wilson
W Wilson
Ave
Central &
Orange 4 1 1 0 0 0 1 0
14 Screen
-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weeke
nd
Volume
Female Sidewalk
Rider
Wrong
Way
No
Helmet Child
761 Concord &
Doran Concord Fairmont &
Doran 5 5 5 1 3 1 5 0
770 Concord &
Doran Doran State &
Concord 0 1 0 0 0 0 0 0
714
Concord &
Glenwood
(HS)
Glenwood Concord &
School 5 2 9 6 2 0 2 2
713
Concord &
Glenwood
(HS)
Concord Glenwood &
Stocker 1 1 5 0 1 1 2 1
803 Doran &
Columbus
N Columbus
Ave Doran & Doran 6 7 5 5 1 3 9 2
825 Doran &
Columbus W Doran St Pacific &
Columbus 4 8 4 0 6 2 14 0
771 Fairmont &
Flower Fairmont Flower & Air
Way 5 2 7 0 8 0 5 0
718 Flower &
Sonora Sonora Ave Lake & Flower 25 21 52 4 9 1 13 11
772 Flower &
Sonora Flower Sonora &
Davis 8 10 11 1 4 1 10 2
818 Foothill &
Dunsmore Foothill Dunsmore &
Willalee 4 1 13 0 1 0 6 0
799 Foothill &
New York Foothill New York &
Maryland 3 1 4 1 3 2 6 2
819 Foothill &
New York New York Thelma &
Foothill 0 3 0 3 0 0 0 0
797
Foothill &
Pennsylvani
a
Foothill Blvd. Maryland &
Pennsylvania 2 0 9 0 2 0 0 0
15 Screen
-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weeke
nd
Volume
Female Sidewalk
Rider
Wrong
Way
No
Helmet Child
781 Glendale &
Maple Glendale Chestnut &
Maple 7 12 6 4 16 13 19 4
710 Glendale &
Maple Maple Louise &
Glendale 4 1 2 1 2 2 6 0
810 Glendale &
Monterey
N Glendale
Ave
Monterey &
Ventura Fwy
On Ramp
2 5 7 1 4 1 5 1
821 Glendale &
Monterey Monterey Rd Glendale &
Adams 4 4 4 0 3 2 4 3
782 Glendale &
Wilson Glendale Wilson &
California 4 5 9 0 8 4 16 3
745 Glendale &
Wilson E Wilson Ave Isabel &
Glendale 3 5 6 0 2 2 9 3
783
Glendale
Riverwalk
Bicycle Path
Glendale
Narrows
Riverwalk
Riverside &
Golden State
Fwy
7 2 15 1 3 0 3 0
791
Glenoaks &
Chevy
Chase
Chevy Chase Glenoaks &
Glenmore 8 8 46 10 2 1 6 0
784
Glenoaks &
Chevy
Chase
Glenoaks Lynglen &
Chevy Chase 1 1 26 0 1 1 2 1
786 Glenoaks &
Grandview Glenoaks Willard &
Grandview 8 10 20 2 4 2 12 2
787 Glenoaks &
Grandview Grandview Glenwood &
Glenoaks 1 0 5 0 1 0 0 0
801 Glenoaks &
Justin
Glenoaks
Blvd
Justin &
Ruberta 10 4 18 4 14 6 11 1
16 Screen
-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weeke
nd
Volume
Female Sidewalk
Rider
Wrong
Way
No
Helmet Child
823 Glenoaks &
Justin Justin Ave Glenoaks & 5th 1 1 4 0 4 2 2 0
785 Glenoaks &
Louise Glenoaks Brand & Louise 8 11 14 7 8 1 5 1
742 Glenoaks &
Louise N Louise St Glenoaks &
Monterey 5 3 9 1 6 0 6 1
802 Grandview
& Flower Flower St Circle 7 &
Grandview 6 13 15 2 6 6 6 4
824 Grandview
& Flower
Grandview
Ave
Grand Central
& Flower 3 10 6 3 6 2 4 0
792
Honolulu &
La
Crescenta
Honolulu La Crescenta
& Pleasure 1 1 14 0 0 0 1 0
737
Honolulu &
La
Crescenta
La Crescenta
Ave
Honolulu &
Sycamore 1 6 4 0 1 0 4 0
734 Honolulu &
Ocean View Honolulu Ave Wickham &
Ocean View 4 3 22 3 8 6 4 1
712 Honolulu &
Ocean View
Ocean View
Blvd
Honolulu &
Broadview 2 1 5 1 3 1 2 1
800 Honolulu &
Sunset Honolulu Rosemont &
Sunset 8 0 18 2 2 1 1 0
820 Honolulu &
Sunset Sunset Ave Hermosa &
Honolulu 1 0 3 0 0 0 1 0
720 Honolulu &
Verdugo Verdugo Blvd Montrose&
Clifton 7 5 31 4 6 0 4 1
724 Honolulu &
Verdugo
N Verdugo
Rd
Honolulu &
Broadway 5 4 13 0 3 0 3 3
17 Screen
-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weeke
nd
Volume
Female Sidewalk
Rider
Wrong
Way
No
Helmet Child
777 Jackson &
California California Kenwood &
Jackson 3 3 5 1 3 3 3 1
736 Kenneth &
Sonora
W Kenneth
Rd
Sonora &
Grandview 4 0 19 1 6 2 4 6
719 Kenneth &
Sonora Sonora Ave Glenwood &
Kenneth 4 2 15 1 0 0 2 0
804 Lexington &
Columbus
N Columbus
Ave
Lexington &
Myrtle 4 4 6 1 1 0 6 2
826 Lexington &
Columbus
W Lexington
St
Columbus &
Central 3 1 4 1 4 3 4 2
733 Louise &
Wilson E Wilson Ave Louis &
Kenwood 4 2 6 0 5 2 5 1
743 Louise &
Wilson N Louise St Wilson &
Broadway 10 6 4 3 7 2 9 3
793
Maple &
Chevy
Chase
Chevy Chase Maple &
Raleigh 5 4 26 3 6 2 7 1
744
Maple &
Chevy
Chase
E Maple St Adams &
Chevy Chase 2 4 2 0 3 1 6 1
831 Orange &
Wilson
W Wilson
Ave
Orange &
Brand 3 4 4 1 4 3 3 2
807 Orange &
Wilson N Orange St Wilson &
Broadway 0 2 0 0 1 1 1 0
812 Riverdale &
Pacific S Pacific Ave Vine &
Riverdale 0 6 6 0 9 1 6 1
832 Riverdale &
Pacific Riverdale Dr San Fernando
& Pacific 2 2 3 0 5 5 8 2
18 Screen
-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weeke
nd
Volume
Female Sidewalk
Rider
Wrong
Way
No
Helmet Child
834
San
Fernando &
Brand
S Brand Blvd Cerritos & San
Fernando 10 6 14 3 4 0 11 0
813
San
Fernando &
Brand
S Brand Blvd San Fernando
& Vassar 13 11 12 2 8 3 14 1
835
San
Fernando &
Brand
San
Fernando Rd
Brand &
Glendale 6 14 3 1 10 4 7 1
815
San
Fernando &
Central
San
Fernando Rd
Central & El
Bonito 6 13 4 0 9 6 13 2
816
San
Fernando &
Central
S Central Ave Laurel & San
Fernando 2 1 3 0 3 2 3 0
833
San
Fernando &
Cerritos
San
Fernando Rd
El Bonito &
Cerritos 8 12 2 4 11 0 13 2
814
San
Fernando &
Cerritos
W Cerritos
Ave
San Fernando
& Gardena 6 1 0 1 0 0 4 0
741
San
Fernando &
Los Feliz
W Los Feliz
Rd
San Fernando
& Central 16 10 13 6 11 8 9 2
717
San
Fernando &
Los Feliz
San
Fernando Rd
Los Feliz &
Central 5 7 3 2 5 1 9 0
739 Verdugo &
Harvard
Verdugo
Road
Harvard &
Orange Grove 3 3 8 1 10 7 12 2
19 Screen
-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weeke
nd
Volume
Female Sidewalk
Rider
Wrong
Way
No
Helmet Child
738 Verdugo &
Harvard Harvard Chevy Chase
& Verdugo 1 0 2 2 3 0 3 1
711 Verdugo &
Mountain
E Mountain
St
Ethel &
Verdugo 8 0 38 5 3 0 4 3
732 Verdugo &
Mountain
N Verdugo
Rd
Mountains &
Cll Vaquero 5 6 31 2 5 1 11 1
817 Verdugo &
Sherer
N Verdugo
Rd
Crestmont &
Sherer 0 3 12 2 0 0 0 0
778 Verdugo/Ca
nada/Towne Canada Towne &
Verdugo 8 4 40 0 2 2 1 1
722 Verdugo/Ca
nada/Towne
N Verdugo
Rd
Campus &
Towne 1 2 5 0 1 0 1 0
20 Figure 2: Pedestrian Count Locations and Volumes
21 Scree
n-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weekend
Volume
Total
Volum
e
Wheelchair
User1
Skateboard /
Scooter /
Skates
Child
2 767 Brand &
Broadway
Brand Wilson &
Broadway
442 1,205 877 2,524 6 26 45
774 Brand &
Broadway
Broadway Brand &
Maryland
185 658 392 1,235 7 5 34
768 Brand &
Chevy Chase
Brand Acacia &
Chevy
Chase
119 136 145 400 0 6 18
790 Brand &
Chevy Chase
Chevy Chase Brand &
Glendale
70 85 69 224 1 6 24
769 Brand &
Harvard
Brand Broadway
& Harvard
292 1,413 1,325 3,030 6 20 62
773 Brand &
Harvard
Brand Harvard &
Caruso
239 1,768 1,175 3,182 7 7 151
788 Brand &
Harvard
Harvard Brand &
Maryland
64 484 370 918 7 4 44
822 Broadway &
Chevy Chase
S Chevy
Chase Dr
Broadway
& Carlton
103 81 68 252 1 4 35
811 Broadway &
Chevy Chase
E Broadway Chevy
Chase &
Olive
162 68 62 292 0 2 108
775 Broadway &
Maynard
Broadway Sinclair &
Maynard
73 46 28 147 0 1 36
22 Scree
n-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weekend
Volume
Total
Volum
e
Wheelchair
User1
Skateboard /
Scooter /
Skates
Child
2 827 California &
Columbus
W California
Ave
Columbus
& Central
59 88 65 212 4 1 15
805 California &
Columbus
N Columbus
Ave
California &
Salem
108 92 63 263 12 1 33
830 California &
Orange
W California
Ave
Orange &
Brand
173 496 401 1,070 2 2 43
806 California &
Orange
N Orange St Lexington
& California
51 157 185 393 0 3 9
700 Central &
Americana
Way
Americana
Way
Central &
Brand
182 2,237 2,090 4,509 9 2 170
779 Central &
Americana
Way
Central Broadway
&
Americana
Way
148 532 689 1,369 1 2 49
789 Central &
Stocker
Central Stocker &
Dryden
103 214 168 485 9 5 9
796 Central &
Stocker
Stocker Central &
Brand
47 105 99 251 1 4 13
808 Central &
Wilson
S Central Ave Wilson &
Broadway
118 240 160 518 4 5 54
829 Central &
Wilson
W Wilson
Ave
Orange &
Brand
9 37 97 143 1 0 5
794 Colorado &
Lincoln
Colorado Campus &
Lincoln
51 58 92 201 0 6 28
716 Columbus &
Riverdale
Riverdale Pacific &
Columbus
87 66 70 223 0 0 35
23 Scree
n-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weekend
Volume
Total
Volum
e
Wheelchair
User1
Skateboard /
Scooter /
Skates
Child
2 795 Columbus &
Riverdale
Columbus Riverdale &
Maple
68 48 50 166 4 1 16
809 Columbus &
Wilson
N Columbus
Ave
Wilson &
Broadway
94 115 88 297 2 0 36
828 Columbus &
Wilson
W Wilson
Ave
Central &
Orange
68 95 61 224 5 3 38
761 Concord &
Doran
Concord Fairmont &
Doran
20 14 11 45 1 0 2
770 Concord &
Doran
Doran State &
Concord
21 13 9 43 1 0 0
714 Concord &
Glenwood
(HS)
Glenwood Concord &
School
495 67 42 604 0 4 446
713 Concord &
Glenwood
(HS)
Concord Glenwood
& Stocker
591 63 31 685 0 4 500
825 Doran &
Columbus
W Doran St Pacific &
Columbus
145 122 148 415 2 3 36
803 Doran &
Columbus
N Columbus
Ave
Doran &
Doran
149 128 107 384 3 0 26
771 Fairmont &
Flower
Fairmont Flower &
Air Way
18 1 3 22 0 0 0
772 Flower &
Sonora
Flower Sonora &
Davis
90 14 13 117 0 4 14
718 Flower &
Sonora
Sonora Ave Lake &
Flower
56 15 10 81 0 4 16
24 Scree
n-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weekend
Volume
Total
Volum
e
Wheelchair
User1
Skateboard /
Scooter /
Skates
Child
2 818 Foothill &
Dunsmore
Foothill Dunsmore
& Willalee
19 19 44 82 0 0 4
799 Foothill &
New York
Foothill New York
& Maryland
14 30 647 691 0 0 40
819 Foothill &
New York
New York Thelma &
Foothill
18 3 9 30 0 0 2
797 Foothill &
Pennsylvania
Foothill Blvd. Maryland &
Pennsylvan
ia
37 30 33 100 0 0 4
781 Glendale &
Maple
Glendale Chestnut &
Maple
129 105 99 333 3 3 44
710 Glendale &
Maple
Maple Louise &
Glendale
50 54 61 165 0 0 13
810 Glendale &
Monterey
N Glendale
Ave
Monterey &
Ventura
Fwy On
Ramp
67 28 36 131 5 2 14
821 Glendale &
Monterey
Monterey Rd Glendale &
Adams
43 10 13 66 0 2 15
745 Glendale &
Wilson
E Wilson Ave Isabel &
Glendale
89 118 177 384 3 1 26
782 Glendale &
Wilson
Glendale Wilson &
California
136 195 157 488 7 7 15
783 Glendale
Riverwalk
Bicycle Path
Glendale
Narrows
Riverwalk
Riverside &
Golden
State Fwy
32 1 39 72 0 3 11
25 Scree
n-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weekend
Volume
Total
Volum
e
Wheelchair
User1
Skateboard /
Scooter /
Skates
Child
2 791 Glenoaks &
Chevy Chase
Chevy Chase Glenoaks &
Glenmore
45 47 44 136 0 2 5
784 Glenoaks &
Chevy Chase
Glenoaks Lynglen &
Chevy
Chase
28 11 15 54 0 1 2
786 Glenoaks &
Grandview
Glenoaks Willard &
Grandview
37 48 45 130 0 2 2
787 Glenoaks &
Grandview
Grandview Glenwood
& Glenoaks
13 18 26 57 0 0 4
801 Glenoaks &
Justin
Glenoaks
Blvd
Justin &
Ruberta
140 118 162 420 0 5 42
823 Glenoaks &
Justin
Justin Ave Glenoaks &
5th
291 77 32 400 2 1 107
742 Glenoaks &
Louise
N Louise St Glenoaks &
Monterey
43 48 36 127 0 0 1
785 Glenoaks &
Louise
Glenoaks Brand &
Louise
57 69 35 161 2 1 2
824 Grandview &
Flower
Grandview
Ave
Grand
Central &
Flower
55 56 9 120 1 2 26
802 Grandview &
Flower
Flower St Circle 7 &
Grandview
53 37 2 92 0 4 18
737 Honolulu &
La Crescenta
La Crescenta
Ave
Honolulu &
Sycamore
31 15 12 58 0 0 3
792 Honolulu &
La Crescenta
Honolulu La
Crescenta
& Pleasure
64 46 0 110 0 0 34
26 Scree
n-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weekend
Volume
Total
Volum
e
Wheelchair
User1
Skateboard /
Scooter /
Skates
Child
2 734 Honolulu &
Ocean View
Honolulu Ave Wickham &
Ocean
View
119 400 517 1,036 3 9 91
712 Honolulu &
Ocean View
Ocean View
Blvd
Honolulu &
Broadview
195 190 317 702 0 0 72
800 Honolulu &
Sunset
Honolulu Rosemont
& Sunset
240 0 140 380 2 1 7
820 Honolulu &
Sunset
Sunset Ave Hermosa &
Honolulu
36 14 49 99 0 0 21
724 Honolulu &
Verdugo
N Verdugo
Rd
Honolulu &
Broadway
61 66 64 191 0 0 12
720 Honolulu &
Verdugo
Verdugo Blvd Montrose&
Clifton
14 21 37 72 0 0 0
777 Jackson &
California
California Kenwood &
Jackson
92 134 107 333 1 2 24
736 Kenneth &
Sonora
W Kenneth
Rd
Sonora &
Grandview
93 108 255 456 1 0 68
719 Kenneth &
Sonora
Sonora Ave Glenwood
& Kenneth
26 35 93 154 0 0 2
826 Lexington &
Columbus
W Lexington
St
Columbus
& Central
81 33 52 166 1 1 15
804 Lexington &
Columbus
N Columbus
Ave
Lexington
& Myrtle
184 62 50 296 5 0 49
743 Louise &
Wilson
N Louise St Wilson &
Broadway
57 138 117 312 3 1 31
27 Scree
n-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weekend
Volume
Total
Volum
e
Wheelchair
User1
Skateboard /
Scooter /
Skates
Child
2 733 Louise &
Wilson
E Wilson Ave Louis &
Kenwood
56 154 110 320 1 2 33
793 Maple &
Chevy Chase
Chevy Chase Maple &
Raleigh
127 44 58 229 1 0 28
744 Maple &
Chevy Chase
E Maple St Adams &
Chevy
Chase
56 29 37 122 4 0 18
831 Orange &
Wilson
W Wilson
Ave
Orange &
Brand
108 308 254 670 0 5 22
807 Orange &
Wilson
N Orange St Wilson &
Broadway
101 105 67 273 2 1 15
812 Riverdale &
Pacific
S Pacific Ave Vine &
Riverdale
46 128 81 255 0 0 31
832 Riverdale &
Pacific
Riverdale Dr San
Fernando
& Pacific
229 126 71 426 0 2 124
834 San
Fernando &
Brand
S Brand Blvd Cerritos &
San
Fernando
67 67 81 215 0 0 12
813 San
Fernando &
Brand
S Brand Blvd San
Fernando
& Vassar
128 139 79 346 3 3 28
835 San
Fernando &
Brand
San
Fernando Rd
Brand &
Glendale
100 83 75 258 1 4 15
28 Scree
n-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weekend
Volume
Total
Volum
e
Wheelchair
User1
Skateboard /
Scooter /
Skates
Child
2 815 San
Fernando &
Central
San
Fernando Rd
Central &
El Bonito
109 55 42 206 4 2 21
816 San
Fernando &
Central
S Central Ave Laurel &
San
Fernando
70 32 39 141 1 1 9
833 San
Fernando &
Cerritos
San
Fernando Rd
El Bonito &
Cerritos
70 55 31 156 3 0 23
814 San
Fernando &
Cerritos
W Cerritos
Ave
San
Fernando
& Gardena
43 21 10 74 1 1 3
741 San
Fernando &
Los Feliz
W Los Feliz
Rd
San
Fernando
& Central
163 216 189 568 8 1 29
717 San
Fernando &
Los Feliz
San
Fernando Rd
Los Feliz &
Central
155 174 124 453 7 2 7
739 Verdugo &
Harvard
Verdugo
Road
Harvard &
Orange
Grove
203 143 72 418 1 6 142
738 Verdugo &
Harvard
Harvard Chevy
Chase &
Verdugo
168 122 52 342 2 0 143
732 Verdugo &
Mountain
N Verdugo
Rd
Mountains
& Cll
Vaquero
57 33 28 118 0 3 22
29 Scree
n-line
Nearest
Intersection On Street Between
Weekday
AM
Volume
Weekday
PM
Volume
Weekend
Volume
Total
Volum
e
Wheelchair
User1
Skateboard /
Scooter /
Skates
Child
2 711 Verdugo &
Mountain
E Mountain
St
Ethel &
Verdugo
40 6 17 63 0 0 17
817 Verdugo &
Sherer
N Verdugo
Rd
Crestmont
& Sherer
310 22 31 363 0 0 167
722 Verdugo/Can
ada/Towne
N Verdugo
Rd
Campus &
Towne
53 59 27 139 0 0 22
778 Verdugo/Can
ada/Towne
Canada Towne &
Verdugo
47 35 7 89 0 0 30