Primary access to the Specific Plan Area will be from Katella Avenue, which is designated as a Major Arterial in the Circulation Element of the General Plan, Cerritos Avenue, which is designated as a Primary Arterial in the Circulation Element, and the extension of Vessels Circle.
Additional access to the site may be provided by Enterprise Drive and Lexington Drive. The Circulation Plan includes backbone circulation improvements for the Specific Plan Area.
These improvements include the extension of Moody Street south of Cerritos Avenue, the extension of Vessels Circle to the west, the extension of Siboney Street north of Katella Avenue, as well as the future required widening of Lexington Drive adjacent to the Specific Plan Area.
Individual development projects within the Specific Plan Area will be required to conform to applicable City standards and criteria, including the City’s street standards and other requirements relating to traffic circulation.
Greenways and pedestrian and biking trails are envisioned to facilitate alternative modes of transportation by connecting the Residential District to the central public park and town center areas and the Senior Housing/Medium-Density Residential District to the western public park. In addition, the Town CenterMixed-Use Districts isare envisioned as a pedestrian-friendly entertainment and retail destinations, designed for patrons to stroll by the various businesses.
CYPRESS TOWN CENTER AND COMMONS SPECIFIC PLAN 2.0
6. General Plan
Conformance Analysis
6-6
6.3.36.2.3 Conservation/Open Space/Recreation Element
Applicable Conservation/Open Space/Recreation Element Goals and Policies Goal COSR-1: Conserve ground water and imported water resources.
Policy COSR 1.2 Promote the use of native trees in landscaping to conserve water resources.
Policy COSR 1.3: Protect groundwater resources from depletion and sources of pollution.
Policy COSR 1.4: Conserve imported water by utilizing water conservation techniques, water conserving appliances, and drought-resistant landscaping.
Goal COSR-3: Conserve energy resources through the use of available technology and conservation practices.
Policy COSR-3.1: Encourage innovative site planning and building designs that minimize energy consumption by taking advantage of sun/shade patterns, prevailing winds, landscaping, and building materials.
Policy COSR-3.2: Encourage new development and existing structures to install energy saving features.
Goal COSR-4: Reduce solid waste produced in the City.
Goal COSR-6: Provide recreation/park facilities and programs for all those who live and work in Cypress.
Policy COSR-6.1: Continue to require new developments to provide recreational opportunities for their residents in accordance with the City's park standard, three acres of parkland per 1,000 residents.
Policy COSR-6.6: Design new and renovated parks for convenient and accessible use by handicapped, elderly, and otherwise less mobile persons within the community.
Goal COSR-8: Preserve open space resources to maintain the high quality of life in Cypress.
Policy COSR-8.1: Continue to ensure that adequate useable private open space is provided in residential developments, and that such areas are maintained as open space into perpetuity.
Policy COSR-8.2: Promote visually pleasing landscaped corridors and a sense of spaciousness throughout the community.
Method of Implementation
This Specific Plan is consistent with all of the Conservation/Open Space/Recreation Element goals and policies described above. The development standards in Chapter 3 and the sustainable guidelines in Chapter 4 (Sustainable Guidelines) of this Specific Plan set forth the development standards, setback requirements and guidelines that can be utilized to ensure that water and energy conservation features are integrated into development projects within the Specific Plan Area. Specifically, Chapter 4 discusses development options that will improve conservation of resources. Section 4.2 sets forth methods to reduce storm water runoff and improve water quality and groundwater recharge. The guidelines identified in Section 4.8 assist in the conservation of water resources. Section 4.3 encourages the use of native and drought tolerant plants and the use of efficient irrigation systems that reduce water demand. The guidelines contained in Sections 4.4, 4.5, 4.6, and 4.7, relate to the use of certain CYPRESS TOWN CENTER AND COMMONS SPECIFIC PLAN 2.0
6. General Plan
Conformance Analysis
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building materials, indoor air quality, lighting, and building envelope considerations to promote specific methods of conservation and energy efficiency. Solid waste generated by the project would be required to comply with Chapter 12 of the Cypress Municipal Code, as well as the Source Reduction and Recycling Element and AB 939, consistent with the General Plan.
The Specific Plan provides for a minimum of 20 acres of public park space that will be permanently maintained as open space. Additional private open space and recreational facilities are envisioned in the Senior Housing/Medium-Density Residential District, the SingleFamily Attached Subdistrict and potentially in the Single-Family Detached Subdistrict, the Medium-Density Residential District, the Mixed-Use (Town Center/MDR) District and the MixedUse (Town Center/SFR/MHDR) District. The ample open space within the Specific Plan Area is consistent with Policy COSR-6.1 that new development projects provide recreational opportunities for their residents in accordance with the City's park standard of three acres of parkland per 1,000 residents. The open space and parklands envisioned in the Specific Plan Area will enhance the quality of life for all residents by providing various opportunities of passive and active recreation.
6.3.46.2.4 Noise Element
Applicable Noise Element Goals and Policy
Goal N-1: Reduce noise impacts from transportation noise sources.
Goal N-2: Incorporate noise considerations into land use planning decisions.
Goal N-3: Minimize noise spillover from commercial uses into nearby residential neighborhoods.
Goal N-4: Minimize the noise impacts associated with the development of residential units above ground floor commercial uses in mixed use developments.
Method of Implementation
This Specific Plan is consistent with all of the General Plan Noise Element goals and policy described above. Noise levels would also have to comply with the applicable standards in the General Plan Noise Element and the City’s Noise Ordinance, as well as the applicable noise requirements in the Airport Environs Land Use Plan for the Joint Forces Training Base, Los Alamitos. The development standards in Chapter 3 of this Specific Plan, including the building setback requirements set forth therein, will soften and buffer development from surrounding noises generated by existing or future development projects.
It is anticipated that residential and related development in the Residential, Senior Housing/Medium-Density Residential, Medium-Density Residential, Mixed-Use (Town Center/MDR) and Mixed-Use (Town Center/SFR/MDR) Districts will be oriented away from potentially excessive noise-producing non-residential uses. Similarly, non-residential uses in the Town Center, Mixed-Use (Town Center/MDR) and Mixed-Use (Town Center/SFR/MHDR) Districts will be developed in a manner that minimize noise impacts on future residents. In order to minimize any noise impacts on residents associated with the development of residential units above ground-floor commercial uses in the Town CenterMixed-Use Districts, the permitted nonresidential uses anticipated on the ground floor will be retail uses that have minimal noise impacts.
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6. General Plan
Conformance Analysis
6-8
As previously discussed, no portion of the Specific Plan Area where residential uses are permitted is located within 65 dB CNEL Contour for the JFTB, consistent with Land Use Element Policy LU-12.3.
6.3.56.2.5 Housing Element
Applicable Housing Element Goals and Policies
Goal HOU-3: Encourage the provision of a wide range of housing by location, type of unit, and price to meet the existing and future needs of Cypress residents. Establish a balanced approach to meeting housing needs of both renter and owner households.
Policy HOU-3.4: Facilitate the development of senior housing with supportive services.
Policy HOU-3.6: Encourage use of sustainable and green building design in new and existing housing.
Goal HOU-4: Ensure the provision of adequate housing sites through appropriate land use, zoning, and specific plan designations to accommodate the City’s share of regional housing needs.
Policy HOU-4.4: Ensure compatibility of new residential development with existing development to enhance the City's residential neighborhoods.
Goal HOU-6: Promote equal opportunity for all residents to reside in the housing of their choice.
Policy HOU-6.3: Encourage the provision of adequate housing to meet the needs of families of all sizes.
Method of Implementation
This Specific Plan is consistent with all of the Housing Element goals and policies described above. The Single-Family Detached and Single-Family Attached Subdistricts , Senior Housing/Medium-Density Residential District, Mixed-Use (Town Center/MDR) District, and Mixed-Use (Town Center/SFR/MHDR) District and Medium-Density Residential District provide for a wide variety of housing opportunities to address a cross-section of housing needs in the community. The residential uses permitted in the Single-Family Detached Subdistrict and the Senior Housing/Medium-Density Residential District are compatible with the existing residential neighborhood north of Cerritos Avenue.
Chapter 4 sets forth a list of sustainable guidelines for all development within the Specific Plan Area, and new residential projects within the Specific Plan Area will also be subject to the California Green Building Standards Code and the City’s Residential Green Building Suggestions and Water Efficient Landscape Guidelines. This Specific Plan authorizes the development of up to 1,2501,926 dwelling units within the Specific Plan Area and therefore meets the City’s goals and policies to meet the need of existing and future residents.
More specifically, the Residential, Senior Housing/Medium-Density Residential, Mixed-Use (Town Center/MDR), Mixed-Use (Town Center/SFR/MHDR) and Town CenterMedium-Density Residential Districts offer a range of housing types that provide housing options for a broad range of individuals and families of all sizes and ages. This ensures a balanced approach to meeting housing needs of both renter and owner households. The housing types contemplated by this Specific Plan are intended to provide housing options at a range of price levels and promote equal opportunity for all residents to reside in the housing of their choice. The establishment of the Senior Housing/Medium-Density Residential District and the CYPRESS TOWN CENTER AND COMMONS SPECIFIC PLAN 2.0
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Conformance Analysis
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Mixed-Use (Town Center/MDR) District provides an opportunity to develop additional senior housing and related uses to complement the senior housing approved as part ofin the adjacent Barton Place project (now known as Ovation at Flora Park).
6.3.66.2.6 Safety Element
Applicable Safety Element Goals
Goal SAF-1: Protect residents, workers, and visitors from flood hazards, including dam inundation.
Goal SAF-2: Protect life and property in Cypress from seismic events and resulting hazards.
Goal SAF-3: Minimize risks to life and property associated with the handling, transporting, treating, generating, and storing of hazardous materials.
Goal SAF-4: Minimize property damage and injury to persons from underground pipeline hazards.
Goal SAF-5: Protect life and property in Cypress from urban fires. Maintain the Orange County Fire Authority’s high level of service to community businesses and residents.
Goal SAF-6: Maintain the police department’s high quality of service to the City.
Goal SAF-7: Use good design as a means to promote human safety.
Goal SAF-8: Protect Cypress residents from air operation accidents.
Method of Implementation
This Specific Plan is consistent with all of the Safety Element goals described above. This Specific Plan provides for an evaluation of public services and development within the Specific Plan Area with respect to circulation, water supply, sanitary sewers, drainage, solid waste disposal and energy. An efficient system for each of these services, together with adherence to applicable development regulations, will contribute to public health and safety.
The City of Cypress is in a seismically active region, and within a dam inundation area. Future development within the Specific Plan Area would be required to meet all applicable building codes and standards with regard to dam inundation and seismicity. Any use, storage, or transport of hazardous materials would have to be done in accordance with all applicable federal, State and local laws. Prior to construction, agencies having jurisdiction over underground power lines or pipelines would be consulted to ensure that no damage or injuries result from future construction within the Specific Plan Area. The Orange County Fire Authority currently provides fire suppression services to the Specific Plan Area, and it is anticipated that it would provide service to the entire Specific Plan Area when it is fully developed. The Cypress Police Department currently provides police service to the Specific Plan Area, and it is anticipated that it would continue to provide service to the Specific Plan Area.
As previously discussed, development pursuant to this Specific Plan will be consistent with the height and noise limitations and notification requirements in the Airport Environs Land Use Plan (AELUP) for the Joint Forces Training Base, Los Alamitos (JFTB), as described in the Safety Element of the General Plan (where it is identified by its former name, the Joint Forces Training Center), and therefore will not constitute an aviation hazard. No portion of the Specific Plan Area where residential uses are permitted is located in an area of noise incompatibility for residential uses (i.e., within the 65 CNEL contour in the AELUP). The eastern portion of the Specific Plan Area is located within the 100:1 Imaginary Surfaces area established in the AELUP and currently shown on Exhibit SAF-7 in the Safety Element, which could potentially require notification to the Federal Aviation Administration with respect to certain proposed structures within the Specific Plan Area and a potential reduction in the height of such structures. All CYPRESS TOWN CENTER AND COMMONS SPECIFIC PLAN 2.0
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Conformance Analysis
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future development within the Specific Plan Area will be consistent with the height and noise limitations associated with the JFTB.
6.3.76.2.7 Growth Management
Applicable Growth Management Element Goals
Goal GM-1: Reduce traffic congestion.
Goal GM-2: Ensure that adequate transportation facilities are provided for existing and future inhabitants of the City.
Goal GM-4: Strive to maintain the good balance between jobs and housing in Cypress.
Method of Implementation
This Specific Plan is consistent with all of the Growth Management Element goals described above. Section 2.2, Circulation Plan, of this Specific Plan includes standards and requirements to address traffic associated with development in the Specific Plan Area and Figure 2-3 depicts the backbone circulation improvements within the Specific Plan Area and the required dedication to widen Lexington Drive. The Land Use Districts permit a variety of retail/commercial uses, housing and parklands in close proximity to each other, which will help maintain a good jobs/housing balance, promote pedestrian activity and reduce vehicle miles traveled.
The Specific Plan permits a mix of residential and commercial/retail uses that will provide a good balance of jobs and housing, and this combination of residential areas and employment centers will greatly improve the existing jobs/housing balance within the Specific Plan Area, which currently consists of commercial and institutional uses. The development of retail/commercial uses within the Town CenterMixed-Use Districts and other Land Use Districts will also reduce vehicular trip generation by providing local employment opportunities and retail/commercial destinations in close proximity to nearby existing and proposed residential neighborhoods.
6.3.86.2.8 Air Quality
Applicable Air Quality Element Goals and Policies
Goal AQ-1: Reduce air pollution through proper land use and transportation planning.
Policy AQ-1.3: Locate multi-family developments close to commercial areas to encourage pedestrian rather than vehicular travel.
Policy AQ-1.4: Develop neighborhood parks near concentrations of residents to encourage pedestrian travel to recreational facilities.
Policy AQ-1.5: Encourage design of commercial areas to foster pedestrian circulation.
Goal AQ-2: Improve air quality by reducing the amount of vehicular emissions in Cypress.
Goal AQ-4: Reduce emissions through reduced energy consumption.
CYPRESS TOWN CENTER AND COMMONS SPECIFIC PLAN 2.0
6. General Plan
Conformance Analysis
6-11
Method of Implementation
This Specific Plan is consistent with the Air Quality Element goals and policies described above.
It permits a wide range of retail/commercial and residential uses within the Specific Plan Area in close proximity to one another, which will reduce the need for onsite residents to use their vehicles to purchase goods and services available in the Town Center, Mixed-Use (Town Center/MDR), and Mixed-Use (Town Center/SFR/MHDR) Districts and other nearby retail/commercial sites. In addition, the multiple public parks will be developed in the Public Park District (and, with regard to the Public Park Overlay, elsewhere within the Specific Plan Area) in close proximity to all of the residential areas within the Specific Plan Area and the existing residential neighborhood on the north side of Cerritos Avenue, which will encourage pedestrian travel to recreational facilities. As a result, fewer vehicle trips will be required to parks and other recreational areas in other parts of the City. The town center areas are is envisioned as a pedestrian-friendly retail and entertainment destinations designed to foster pedestrian circulation. Close proximity between residential and non-residential uses leads to fewer vehicle trips and reduced energy consumption, which in turn results in reduced emission of air pollutants. In addition, transit is available on Katella Avenue.
Chapter 4 (Sustainable Guidelines) sets forth sustainable guidelines to reduce energy consumption.
May 2023
LEVEL OF SERVICE AND VEHICLE MILES
TRAVELED ASSESSMENTS
CITY OF CYPRESS HOUSING ELEMENT IMPLEMENTATION
CYPRESS, CALIFORNIA
May 2023
LEVEL OF SERVICE AND VEHICLE MILES
TRAVELED ASSESSMENTS
CITY OF CYPRESS HOUSING ELEMENT IMPLEMENTATION
CYPRESS, CALIFORNIA
Submitted to:
City of Cypress
5275 Orange Avenue
Cypress, California 90630
Prepared by:
LSA
3210 El Camino Real, Suite 100
Irvine, California 92602
(949) 553-0666
Project No. CCP2201.01
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
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CYPRESS , C ALIFORNIA
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TABLE OF CONTENTS
LIST OF ABBREVIATIONS AND ACRONYMS............................................................................................ iii PROPOSED PROJECT DESCRIPTION AND BACKGROUND............................................... 1 Introduction ..................................................................................................................................... 1 Project Description .......................................................................................................................... 2 LEVEL OF SERVICE ASSESSMENT.................................................................................. 6 Level of Service Methodology.......................................................................................................... 6 Traffic Volumes................................................................................................................................ 9 Existing Conditions......................................................................................................................... 10 General Plan Buildout Conditions.................................................................................................. 12 LOS Conclusions............................................................................................................................. 21 VEHICLE MILES TRAVELED ASSESSMENT.................................................................... 22 Background .................................................................................................................................... 22 Analysis Metrics............................................................................................................................. 22 Methodology.................................................................................................................................. 22 VMT Conclusions............................................................................................................................ 23 References ..................................................................................................................................... 24
APPENDICES
A: EXISTING TRAFFIC VOLUMES
B: VOLUME DEVELOPMENT WORKSHEETS
C: ICU WORKSHEETS
D: VMT CALCULATIONS
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FIGURES AND TABLES
FIGURES
Figure 1: Proposed Project Opportunity Sites........................................................................................ 4 Figure 2: Alternative 2 Opportunity Sites............................................................................................... 5 Figure 3: Study Area Intersections ......................................................................................................... 8 Figure 4: Existing Lane Geometrics ...................................................................................................... 13 Figure 5: Existing Peak Hour Traffic Volumes....................................................................................... 14 Figure 6: Year 2045 Without Project Peak Hour Traffic Volumes........................................................ 16 Figure 7: Year 2045 With Project Peak Hour Traffic Volumes.............................................................. 18 Figure 8: General Plan Buildout (2045) with Alternative 2 Traffic Conditions..................................... 20 TABLES
Table A: Proposed Project Summary...................................................................................................... 3 Table B: Alternative 2 Summary............................................................................................................. 3 Table C: Existing Intersection Level of Service Summary ..................................................................... 15 Table D: Year 2045 Without Project Intersection Level of Service Summary ...................................... 17 Table E: Year 2045 With Project Intersection Level of Service Summary ............................................ 19 Table F: Year 2045 With Alternative 2 Intersection Level of Service Summary................................... 21 Table G: Cumulative City of Cypress and Regional VMT per Service Population Comparison............. 23
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LIST OF ABBREVIATIONS AND ACRONYMS
CEQA California Environmental Quality Act
City City of Cypress
CMP Congestion Management Program
CTCC Specific Plan Cypress Town Center and Commons Specific Plan 2.0 Guidelines Final Draft Guidelines For Evaluating Vehicle Miles Traveled Under CEQA for the County of Orange, dated September 17, 2020 ICU Intersection Capacity Utilization
LOS level of service
mph miles per hour
OCTAM Orange County Transportation Analysis Model
project Implementation of Housing Program 12 in the City’s 2021–2029 Housing Element
RHNA Regional Housing Needs Assessment
TAZ Traffic Analysis Zone
v/c volume-to-capacity
VMT vehicle miles traveled
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
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CITY OF CYPRESS HOUSING ELEMENT IMPLEMENTATION
PROPOSED PROJECT DESCRIPTION AND BACKGROUND
INTRODUCTION
The City of Cypress (City) encompasses approximately 6.6 square miles in the northwestern portion of Orange County, California. The City is bordered on the north by La Palma and Buena Park, on the east by Anaheim and Stanton, on the south and west by Los Alamitos, and on the west by Long Beach, Hawaiian Gardens, and Lakewood. Regional vehicular access to the City is provided via State Route 22, Beach Boulevard (State Route 39), State Route 91, and Interstates 405 and 605, respectively.
The City recently updated its Housing Element for the 6th Cycle Planning Period from 2021 to 2029.
To comply with State Housing law, the City’s Housing Element was updated to ensure the City’s policies and programs can accommodate the estimated housing growth needs identified in the Southern California Association of Governments’ Regional Housing Needs Assessment (RHNA) allocation for the 6th Cycle Planning Period. The RHNA allocated the City 3,936 dwelling units to accommodate the estimated housing needs of various income levels. The 2021–2029 Housing Element included a candidate site analysis to accommodate the 3,936-unit RHNA and any estimated “carryover” from the 5th Cycle Housing Element, and an additional analysis of candidate sites to address future “no net loss” provisions of Senate Bill 166. As required by State Housing law, including Assembly Bill 1397, the 2021–2029 Housing Element identified land within the City that would be able to accommodate the City’s share of regional housing needs (either through available sites or amendments to the existing planning and zoning documents).
Although the 2021–2029 Housing Element identifies several adequate sites that are able to accommodate the development of up to 1,946 new housing units, Cypress has an unaccommodated housing need of 1,990 units to meet its RHNA allocation of 3,936 units. The 2021–2029 Housing Element outlined several opportunity sites that are candidates for future housing development and identified two potential rezoning scenarios, which are described below. However, the 2021–2029 Housing Element did not actually amend the City’s planning and zoning documents. Instead, the 2021–2029 Housing Element includes a program that requires that the City rezone identified parcels in the sites inventory within 18 months of the 2021–2029 Housing Element’s adoption date to ensure the provision of adequate and appropriate sites for future housing development (Housing Program 12).
The proposed project is the implementation of Housing Program 12, based upon one of the two rezoning scenarios in the City’s 2021–2029 Housing Element. The proposed project includes amendments to the City’s Zoning Ordinance and an update of the City’s General Plan to reflect the 2021–2029 Housing Element adopted on June 27, 2022, and would not directly result in physical development. Depending on which scenario is ultimately selected, the proposed project may include amendments to the Lincoln Avenue Specific Plan, the Cypress Town Center and Commons Specific Plan 2.0, and the Cypress Business and Professional Center Specific Plan. The proposed project would update the City’s General Plan and Zoning Ordinance and any relevant planning documents to be “internally consistent”, meaning any and all conflicts must be acknowledged and resolved. For the
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P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 2 2021–2029 Housing Element to be internally consistent with the Zoning Ordinance and Specific Plans, the proposed project would rezone sites and/or amend the General Plan to accommodate the City’s housing needs, as set forth in the 2021–2029 Housing Element.
The purpose of this Level of Service and Vehicle Miles Traveled Miles Assessment is to evaluate the potential circulation changes resulting from the proposed implementation of Housing Program 12 in the 2021–2029 Housing Element as required by the California Environmental Quality Act (CEQA).
This analysis will include the following two components: (1) a level of service (LOS) analysis for General Plan consistency, and (2) an analysis of vehicle miles traveled (VMT), as required per CEQA.
As discussed above, the 2021–2029 Housing Element contemplated two potential rezoning scenarios. Specifically, the study examines the following scenarios:
1. Existing Condition
2. General Plan Buildout (2045) No Project Condition
3. General Plan Buildout (2045) Plus Project Condition
4. General Plan Buildout (2045) Plus Alternative 2 Condition The following analysis periods have been evaluated:
• Weekday a.m. peak hour (between 7:00 a.m. and 9:00 a.m.) • Weekday p.m. peak hour (between 4:00 p.m. and 6:00 p.m.)
PROJECT DESCRIPTION
This study analyzes circulation changes caused by the two different rezoning scenarios. The following provides a description of each scenario.
Proposed Project: Lincoln Avenue/Los Alamitos Race Course This scenario divides the City’s RHNA between the Lincoln Avenue Specific Plan and the Cypress Town Center and Commons Specific Plan 2.0 (the CTCC Specific Plan), with some of the RHNA also falling within the Cypress Business and Professional Center Specific Plan along Katella Avenue. The CTCC Specific Plan would be amended to allow up to 1,803 dwelling units (it currently allows up to 1,250 dwelling units). The majority of the zoning in the CTCC Specific Plan would remain unchanged, with 109.9 acres allowing densities ranging from 8 to 15 dwelling units per acre. Densities within the other approximately 14.5 acres would increase to 45 to 50 dwelling units per acre. The City would be required to hold an election to implement changes to the CTCC Specific Plan. During this election process, Alternative 2 would be presented as a potential back-up option to the proposed project should voter approval of the CTCC Specific Plan amendments fail. Under this scenario, several properties within the Lincoln Avenue Specific Plan would be zoned for 30 dwelling units per acre.
One parcel within the Cypress Business and Professional Center Specific Plan would be zoned for 60 dwelling units per acre.
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P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 3 Under current zoning, the City has the capacity to accommodate the development of up to 1,946 new housing units, which includes 504 housing units that are already entitled. Therefore, the proposed rezoning action under this scenario would increase the City’s development capacity to 4,260 units or an increase of 2,314 units compared to the City’s existing planning and zoning documents. Table A provides a summary of the proposed project scenario. Figure 1 includes a map showing the locations of the opportunity sites under this scenario and their proposed densities.
Table A: Proposed Project Summary
Specific Plan Proposed Increase in
Housing Unit Capacity
Lincoln Avenue Specific Plan 1,317
Cypress Town Center and Commons Specific Plan 2.0 676
Cypress Business and Professional Center Specific Plan 321 TOTAL 2,314
Source: City of Cypress Planning Department (2023).
Alternative 2: Lincoln Avenue Specific Plan Mixed Density This scenario represents Alternative 2, as described in the 2021–2029 Housing Element, and includes densities between 30 and 60 dwelling units per acre within the Lincoln Avenue Specific Plan and allows up to 60 dwelling units per acre at one property within the Cypress Business and Professional Center Specific Plan. In total, 21 parcels at the east end of the Lincoln Avenue corridor, closest to Cypress College, would be rezoned for 60 dwelling units per acre. Other areas of the Lincoln Avenue corridor would be rezoned for 30 or 50 dwelling units per acre. This scenario would not affect any of the existing zoning for the Los Alamitos Race Course, which was established by the voter-approved CTCC Specific Plan.
The proposed rezoning action under Alternative 2 would increase the City’s development capacity to 4,349 units, or an increase of 2,403 units compared to the 1,946 new housing units allowed under the City’s existing planning and zoning documents. Table B provides a summary of Alternative 2, and the map shown in Figure 2 illustrates the locations and proposed densities of the opportunity sites under this scenario.
Table B: Alternative 2 Summary
Specific Plan/Zoning Proposed Increase in
Housing Unit Capacity
Cypress Business and Professional Center Specific Plan 321 RM-20 (southeast corner of Orange Avenue and Grindlay Street) 30 Lincoln Avenue Specific Plan 2,052
TOTAL 2,403
Source: City of Cypress Planning Department (2023).
Service Layer Credits: © OpenStreetMap
(and) contributors, CC-BY-SA
SOURCE: Esri Basemap (2022)
I:\CCP2201.01\GIS\MXD\Alt_2_CypressITA_Report_03162023.mxd (3/16/2023) FIGURE 1
City of Cypress Housing Element Implementation
Proposed Project Opportunity Sites
LEGEND
City Boundary
Proposed Project
Proposed Density
8 units/acre
10 units/acre
15 units/acre
18 units/acre
30 units/acre
45 units/acre
50 units/acre
60 units/acre 0 1250 2500
FEET
Service Layer Credits: © OpenStreetMap
(and) contributors, CC-BY-SA
SOURCE: Esri Basemap (2022)
I:\CCP2201.01\GIS\MXD\Alt_2_CypressITA_Report_03162023.mxd (3/16/2023) FIGURE 2
City of Cypress Housing Element Implementation
Alternative 2 Opportunity Sites
LEGEND
City Boundary
Alternative 2
Proposed Density
8 units/acre
10 units/acre
15 units/acre
20 units/acre
18 units/acre
30 units/acre
45 units/acre
50 units/acre
60 units/acre
0 1250 2500
FEET
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CITY OF CYPRESS HOUSING ELEMENT IMPLEMENTATION
LEVEL OF SERVICE ASSESSMENT
LEVEL OF SERVICE METHODOLOGY
This report has been prepared to provide an analysis of traffic operations at intersections that may be affected by the additional housing units allowed under each rezoning scenario. The Level of Service analysis outlined in this study is specific to the project descriptions provided herein and may not reflect all cumulative commercial development activity in the City or the region which was unknown at the time the analysis was conducted.
The Orange County Transportation Analysis Model (OCTAM) was used in the development of forecasted traffic volumes for the LOS assessment. LSA reviewed OCTAM socioeconomic data for model years 2016 and 2045. It was determined that, in regard to the amount of household growth assumptions, OCTAM socioeconomic data were consistent with the City’s existing planning and zoning regulations. To evaluate the two rezoning scenarios identified in the 2021–2029 Housing Element, updates to the OCTAM 2045 socioeconomic dataset were required.
The City conducted a detailed housing development analysis to identify the potential dwelling unit capacities for each parcel identified as an opportunity site. Housing development capacities were developed for each rezoning scenario. Detailed parcel level capacities for the two rezoning scenarios were included in “Appendix A – Sites Inventory” of the City’s 2021–2029 Housing Element. Housing development capacities at the parcel level for the two rezoning scenarios were used to develop and distribute household growth at a Traffic Analysis Zone (TAZ) for the OCTAM socioeconomic datasets.
Existing OCTAM assumptions regarding forecasted (2045) household growth in Cypress were reviewed to confirm that they reflect the City’s existing planning and zoning regulations. Given that OCTAM assumed that the entire City would experience a total household growth of 930 units from 2016–2045, which is substantially lower than the City’s 2021–2029 RHNA goal of 3,936 dwelling units. Therefore, the following steps were used to develop cumulative datasets for the model. • The City provided detailed data about recent and ongoing housing developments, which were used to refine the forecasted household growth. Entitled dwelling units are those dwelling units that were approved from June 2020 through June 2021. The 2021–2029 Housing Element included information about the number of dwelling units by location, which was used to add the entitled units to OCTAM TAZs.
• Similarly, the City has identified control totals on the number of dwelling units for each of the areas of the City/Specific Plans to meet the RHNA requirements. Parcel-specific housing development capacities for each rezoning scenario were used to proportionally distribute the household growth by area to OCTAM TAZs. The same methodology was followed for each rezoning scenario.
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 7 • Given the evaluation of each rezoning scenario was conducted at the City level, no TAZ splits were made. Household characteristics from OCTAM TAZs were applied to the dwelling unit growth for each of the rezoning scenarios to develop OCTAM inputs. • No roadway/transit network modifications were made to the 2045 OCTAM network.
Study Area Intersection Locations
The study area and the locations of the intersections were selected in consultation with City staff.
Figure 3 depicts the following 26 signalized intersections (20 intersections in Cypress and 6 intersections in both Cypress and Los Alamitos) that this LOS assessment evaluates.
1. Lincoln Avenue and Bloomfield Street (Cypress)
2. Lincoln Avenue and Lexington Drive-Denni Street (Cypress)
3. Lincoln Avenue and Moody Street (Cypress)
4. Lincoln Avenue and Walker Street (Cypress)
5. Lincoln Avenue and Valley View Street (Cypress)
6. Orange Avenue and Moody Street (Cypress)
7. Orange Avenue and Walker Street (Cypress)
8. Orange Avenue and Valley View Street (Cypress)
9. Orange Avenue and Holder Street (Cypress)
10. Ball Road and Bloomfield Street (Cypress/Los Alamitos)
11. Ball Road and Moody Street (Cypress)
12. Ball Road and Walker Street (Cypress)
13. Ball Road and Valley View Street (Cypress)
14. Cerritos Avenue and Bloomfield Street (Cypress/Los Alamitos)
15. Cerritos Avenue and Lexington Drive-Denni Street (Cypress/Los Alamitos)
16. Cerritos Avenue and Moody Street (Cypress)
17. Cerritos Avenue and Walker Street (Cypress)
18. Cerritos Avenue and Valley View Street (Cypress)
19. Katella Avenue and Lexington Drive (Cypress/Los Alamitos)
20. Katella Avenue and Siboney Street-Race Course (Cypress/Los Alamitos)
21. Katella Avenue and Walker Street (Cypress/Los Alamitos)
22. Katella Avenue and Valley View Street (Cypress)
23. Katella Avenue and Holder Street (Cypress)
24. Katella Avenue and Knott Avenue (Cypress)
25. Orangewood Avenue and Valley View Street (Cypress)
26. Orangewood Avenue and Knott Avenue (Cypress)
1 2 3 4 5
6 7 8 9
10 11 12 13
14 15 16 17
18 19 20 21 22 23 24
25 26
SOURCE: Google Imagery (2020)
P:\CCP2201.01\Technical Reports\Transportation\GIS\Fig3_Study Intersections\Fig3_Study Intersections.aprx (3/16/2023) FIGURE 3
City of Cypress Housing Element Implementation
Transportation Impact Analysis
Study Area Intersections
0 1100 2200
FEET
LEGEND
Study Intersections
LINCOLN AVENUE
BALL ROAD
ORANGE AVENUE
CERRITOS AVENUE
KATELLA AVENUE
ORANGEWOOD AVENUE
BLOOMFIELD AVENUELEXINGTON DRIVE - DENNI STREETMOODY STREETWALKER STREET
VALLEY VIEW STREET
HOLDER STREET
KNOTT AVENUE
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 9 Intersection Level of Service Methodologies
In accordance with the City, signalized intersection operation is analyzed using the Intersection Capacity Utilization (ICU) methodology. The ICU methodology compares the volume-to-capacity (v/c) ratios of conflicting turn movements at an intersection, sums up these critical conflicting v/c ratios for each intersection approach, and determines the overall ICU. The ICU calculations assume a per-lane capacity of 1,700 vehicles per hour with a clearance interval of 0.05.
The resulting ICU is expressed in terms of level of service (LOS), where LOS A represents free-flow operation and LOS F represents overcapacity operation. The relationship between LOS and the ICU value (i.e., v/c ratio) is as follows.
Level of Service Volume-to-Capacity
(ICU Methodology)
A ≤0.60
B >0.60 and ≤0.70
C >0.70 and ≤0.80
D >0.80 and ≤0.90
E >0.90 and ≤1.00
F >1.00
ICU = Intersection Capacity Utilization
Threshold of Significance
The City of Cypress considers LOS D as the upper limit of satisfactory operations for intersections, except at intersections along Valley View Street, Lincoln Avenue, and Katella Avenue. The City has adopted LOS E or better as the standard for intersections along these three arterials, as they carry a significant amount of traffic. Also, Valley View Street and Katella Avenue are designated in the Orange County Congestion Management Program (CMP) as CMP facilities, and intersections along these roadways have an operational standard of LOS E or better.
The City of Los Alamitos considers LOS D as the upper limit of satisfactory operations for intersections, except at intersections along Katella Avenue, where LOS E is acceptable.
Based on City of Cypress and City of Los Alamitos standards, an operational deficiency occurs at an intersection if the project causes an intersection operating at an acceptable LOS to deteriorate to an unacceptable LOS, or if an intersection is already operating at an unacceptable LOS and the project would add 0.01 or more to the peak-hour ICU.
TRAFFIC VOLUMES
Existing Traffic Volumes
Counts Unlimited, Inc. collected existing traffic volumes at study area intersections in March 2022.
Count sheets are contained in Appendix A. At the time the assessment was conducted, it was assumed that peak hour traffic levels have substantially returned to pre-pandemic conditions.
Therefore, no adjustments were applied to the 2022 traffic counts to account for any reduction in traffic volumes caused by the pandemic.
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 10 Development of Year 2045 Traffic Volumes
The following details the methodology employed for passenger vehicles to determine the a.m. and p.m. peak hour intersection turn movements for General Plan Buildout (2045) conditions. Volume development sheets are included in Appendix B. OCTAM was used in this process. The base year for the passenger vehicle model is 2016 and the future year is 2045.
1. The difference between the modeled base year 2016 and future year 2045 peak-period directional arterial traffic volumes (for each intersection approach and departure) was identified from loaded network model plots. This difference defines the growth in traffic from 2016 base conditions to future year 2045 conditions.
2. The incremental growth in peak period approach and departure volumes was factored to develop the incremental change in peak-hour volumes. OCTAM uses a 3-hour a.m. peak period and a four-hour p.m. peak period. The Orange County Transportation Authority has established that the a.m. peak hour comprises 35.66 percent of the peak period and that the p.m. peak hour comprises 26.62 percent of the peak period. Therefore, the incremental changes in peak period volumes were multiplied by the appropriate factors to develop incremental changes in peak-hour volumes.
3. The incremental growth in approach and departure volumes between 2016 and 2045 was factored to reflect the forecasted growth between the year of the ground counts (2022) and the analysis year of 2045. For this purpose, linear growth between the 2016 base condition and the 2045 future condition was assumed. Since the increment between 2022 and 2045 is 23 years of the 29-year time span, a factor of 0.79 (i.e., 23/29) was used.
4. The forecasted growth in approach and departure volumes through year 2045 conditions was added to the 2022 ground counts, resulting in “post-processed” forecasted year 2045 link volumes.
5. Forecast year 2045 turn volumes were developed using existing turn volumes and the forecasted growth in approach and departure link volumes.
EXISTING CONDITIONS
Existing Circulation System
The following roadways are identified as the key roadways in the study area. • Holder Street is a north-south, two-to-four-lane, undivided roadway. According to the City of Cypress General Plan Circulation Element (2001), Holder Street is classified as a Secondary Arterial. The posted speed limit is 35 to 40 miles per hour (mph). Sidewalks are provided on both sides of the street and on-street parking is permitted in select locations. • Valley View Street is a north-south, six-lane, divided roadway. According to the City of Cypress General Plan Circulation Element (2001), Valley View Street is classified as a Major Arterial.
Valley View Street is designated in the Orange County CMP as a CMP facility. The posted speed
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 11 limit is 45 mph. Sidewalks are provided on both sides of the street and on-street parking is not permitted.
• Walker Street is a north-south, four-to-five-lane, undivided roadway. According to the City of Cypress General Plan Circulation Element (2001), Walker Street is classified as a Secondary Arterial. The average posted speed limit is 40 mph. Sidewalks are provided on both sides of the street. On-street parking is not permitted.
• Moody Street is a north-south, four-lane, divided roadway. According to the City’s General Plan Circulation Element (2001), Moody Street is classified as a Primary Arterial. The posted speed limit is 40 mph. On-street bicycle lanes (Class II) and sidewalks are provided on both sides of the street. On-street parking is generally not permitted.
• Denni Street–Lexington Drive is a north-south, undivided roadway. Lexington Drive is a twolane roadway south of Cerritos Avenue, and Denni Street is a four-lane roadway north of Cerritos Avenue. According to the City of Cypress General Plan Circulation Element (2001), Denni Street is classified as a Secondary Arterial. The posted speed limit of the segment between Lincoln Avenue to Ball Road is 40 mph and others have the speed limit of 35 mph. Sidewalks are provided on both sides of Denni Street and on some parts of Lexington Drive. On-street parking is not permitted.
• Bloomfield Street is a north-south, four-lane, divided roadway. According to the City of Cypress General Plan (2001), Bloomfield Street is classified as a Secondary Arterial. The posted speed limit is 40 mph. On-street bicycle lanes (Class II) and sidewalks are provided on both sides of the street. On-street parking is permitted in select locations. • Katella Avenue is a six-lane divided roadway. Katella Avenue is designated as a Major Arterial in the City of Cypress General Plan (2001). Katella Avenue is designated in the Orange County CMP as a CMP facility. The posted speed limit is 45 mph. Sidewalks are provided on both sides of the street. On-street parking is permitted in select locations. • Cerritos Avenue is a four-to-five-lane, divided roadway. According to the City of Cypress General Plan (2001), Cerritos Avenue is a Primary Arterial. The posted speed limit is 45 mph. Sidewalks are provided on both sides of the street, and on-street (Class II) bicycle lanes are provided on both sides between Walker Street and Denni Street. On-street parking is permitted in select locations.
• Orangewood Avenue is a four-lane, undivided roadway. According to the City of Cypress General Plan (2001), Orangewood Avenue is a Secondary Arterial. The posted speed limit is 35 to 40 mph. Sidewalks are provided on both sides of the street. On-street parking is not permitted.
• Ball Road is a four-lane, divided roadway and it is classified as a Primary Arterial according to the City of Cypress General Plan (2001). The posted speed limit is 45 mph. On-street (Class II) bicycle lanes and sidewalks are provided on both sides of the street. On-street parking is not permitted.
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 12 • Orange Avenue is a four-lane, undivided roadway, identified as Secondary Arterial in the City of Cypress General Plan (2001). The posted speed limit is 40 mph. Sidewalks are provided on both sides of the street. On-street bicycle lanes and on-street parking are provided in select locations. • Lincoln Avenue is a four-lane, divided roadway. According to the City of Cypress General Plan (2001), Lincoln Avenue is a Major Arterial. The posted speed limit is 40 mph. Sidewalks are provided on both sides of the street. On-street parking is provided in select locations.
The existing study area intersection geometrics are shown on Figure 4.
Existing Traffic Conditions
Existing a.m. and p.m. peak‐hour turn movement volumes for the study area intersections are shown on Figure 5.
Table C summarizes the results of the existing peak-hour LOS analysis for the study area intersections. The Existing ICU worksheets for all 26 study area intersections is contained in Appendix C. As shown in Table C, all study area intersections currently operate at satisfactory LOS during both peak hours.
GENERAL PLAN BUILDOUT CONDITIONS
Without Project Traffic Conditions
This section discusses the forecasted traffic condition, without either of the potential rezoning scenarios, under the analysis year 2045 (General Plan Buildout) condition. The forecasted year 2045 without project traffic volumes were developed using the approach discussed in the Analysis Methodology section. The forecasted year 2045 without project intersection geometrics are the same as those for Existing (2022) conditions.
Year 2045 without project a.m. and p.m. peak–hour turn volumes for the study area intersections are illustrated in Figure 6. An LOS analysis was conducted to evaluate year 2045 without project a.m. and p.m. peak–hour traffic operations at study area intersections. Table D summarizes the results of this analysis. LOS worksheets are included in Appendix C. As indicated in Table D, all study area intersections are projected to operate at acceptable LOS during both peak hours.
With Project Traffic Conditions
General Plan Buildout (2045) with Project Traffic Conditions Figure 7 illustrates the year 2045 with project a.m. and p.m. peak-hour turn volumes for the study area intersections. An LOS analysis was conducted to evaluate year 2045 with the project a.m. and p.m. peak-hour traffic operations at study area intersections. Table E summarizes the results of this analysis. Appendix C includes LOS worksheets. As indicated in Table E, all study area intersections are projected to operate at satisfactory LOS during both peak hours. 12345
### 6 7 8 9 10### 11 12 13 14 15
### 16 17 18 19 20
21 22 23 24 25 26.
FIGURE
4 Legend
Signal Free Right‐turn City of Cypress Housing Element Implementation Protected Right‐turn Traffic Impact AnalysisDe Facto Right‐turn Existing Lane Geometrics Walker Street /Cerritos Avenue Valley View Street/Cerritos Avenue Lexington Drive /Katella Avenue Siboney Street-Race Track/Katella AvenueLexington Drive-Denni /Lincoln Avenue Moody Street /Lincoln Avenue Walker Street /Lincoln Avenue Valley View Street/Lincoln AvenueWalker Street /Orange Avenue Valley View Street/Orange Avenue Holder Street /Orange Avenue Bloomfield Street /Ball Road
Walker Street /Ball Road Valley View Street/Ball Road Bloomfield Street /Cerritos Avenue
Bloomfield Street /Lincoln Avenue
Lexington Drive-Denni /Cerritos Avenue
Knott Avenue /Orangewood Avenue
Moody Street /Orange AvenueMoody Street /Ball Road
Holder Street /Katella Avenue Knott Avenue /Katella Avenue Valley View Street/Orangewood Avenue
Walker Street /Katella Avenue Valley View Street/Katella Avenue
Moody Street /Cerritos Avenue
D
F
D
D
D
D
D
D
D
D
D
D
P
D
D
D
D
D
D
D
D
D
D
F
F
P
D
P
D
D
D
D
F
P:\CCP2201.01\Technical Reports\Transportation\g‐45_Geo_Exist .xlsx 3/16/2023 32 / 26 182 / 166 106 / 156 114 / 142
697 / 786 658 / 610 538 / 551 589 / 621 505 / 496 133 / 135 276 / 102 61 / 75 111 / 119 173 / 213 582 / 736 66 / 41 133 / 159 89 / 100 162 / 231 339 / 366 556 / 735 471 / 601 627 / 649 371 / 498 136 / 141 114 / 102 62 / 75 144 / 190
1 2 345
97 / 102 88 / 81 103 / 134 103 / 59 135 / 116 405 / 285 538 / 360 405 / 288 435 / 344 325 / 226 64 / 60 102 / 110 131 / 152 70 / 30 68 / 65 132 / 63 108 / 73 123 / 124 74 / 96 135 / 150 483 / 250 450 / 390 369 / 355 336 / 351 193 / 397 113 / 33 109 / 99 239 / 127 48 / 57 54 / 108
6 7 8 9 10
166 / 109 144 / 142 91 / 129 65 / 125 130 / 113 814 / 673 770 / 697 678 / 458 648 / 702 700 / 743 73 / 72 104 / 89 264 / 169 194 / 90 86 / 48 78 / 128 77 / 92 172 / 202 45 / 140 77 / 103 816 / 682 732 / 642 556 / 611 689 / 851 633 / 880 99 / 61 168 / 76 186 / 177 166 / 91 59 / 34
11 12 13 14 15
160 / 304 109 / 148 107 / 109 74 / 79 31 / 37 698 / 774 734 / 770 512 / 459 1090 / 1263 1329 / 1373 1 / 1 85 / 94 121 / 94 126 / 78 35 / 54 68 / 180 27 / 77 117 / 238 104 / 93 91 / 130 713 / 918 767 / 824 404 / 599 1120 / 1363 1229 / 1489 1 / 1 287 / 214 289 / 220 135 / 49 34 / 33
16 17 18 19 20
303 / 322 109 / 201 97 / 145 64 / 103 370 / 261 37 / 92 1193 / 1354 710 / 743 943 / 986 781 / 711 18 / 11 20 / 108 9 / 1 131 / 275 30 / 11 178 / 230 91 / 74 42 / 89 221 / 343 153 / 279 30 / 57 57 / 290 100 / 76 103 / 99 1051 / 1382 652 / 796 791 / 1123 502 / 915 34 / 20 81 / 41 4 / 2 470 / 661 24 / 7 180 / 287 17 / 17 98 / 64 21 22 23 24 25 26
FIGURE 5
XXXX / YYYY
AM / PM Peak Hour Traffic Volumes City of Cypress Housing Element Implementation Traffic Impact Analysis
Existing Peak Hour Traffic Volumes
94 / 48
67 / 61
Holder Street /Orange Avenue
33 / 81
109 / 75 138 / 112
476 / 329
149 / 104
59 / 83
579 / 523
124 / 142
894 / 1508
81 / 162
110 / 117
520 / 269
99 / 72
37 / 37
68 / 124
173 / 124
171 / 81
Bloomfield Street /Ball Road
78 / 174
30 / 33
Moody Street /Orange Avenue
122 / 87
105 / 224 126 / 203
2 / 2
1238 / 1136
111 / 171
339 / 652
72 / 84
139 / 77
205 / 262
332 / 424
Moody Street /Ball Road Valley View Street/Ball Road Bloomfield Street /Cerritos Avenue 41 / 68
564 / 428
1267 / 1168
Walker Street /Ball Road
391 / 228
88 / 194
238 / 567
61 / 160
199 / 283
509 / 490
198 / 209 217 / 142
1 / 0
218 / 246
0 / 2
Moody Street /Cerritos Avenue
1059 / 1156
177 / 161
116 / 50
7 / 41
Lexington Drive-Denni /Cerritos Avenue
29 / 54
13 / 11
80 / 82
5 / 3
2 / 2
30 / 35
2 / 22
224 / 221
445 / 847
18 / 4
1701 / 1704
73 / 91
35 / 80
102 / 85
252 / 350
125 / 135
118 / 167
902 / 1537
147 / 78
600 / 598
64 / 87
1255 / 1303
75 / 127
1 / 37
267 / 140
Valley View Street/Cerritos Avenue
98 / 258
Walker Street /Orange Avenue Valley View Street/Orange Avenue 368 / 513
158 / 133
102 / 42
Walker Street /Cerritos Avenue
87 / 74
129 / 65
459 / 680
169 / 168
111 / 143
Bloomfield Street /Lincoln Avenue
385 / 443
193 / 190
191 / 167
721 / 632
171 / 148
508 / 516
113 / 50
97 / 127
94 / 114
Valley View Street/Lincoln Avenue
91 / 155
437 / 616
130 / 143
131 / 221
792 / 1256
13 / 181
4 / 20
18 / 58
125 / 100
539 / 559
131 / 145
1196 / 1081
108 / 227
Walker Street /Lincoln Avenue
82 / 65
Moody Street /Lincoln Avenue
156 / 109
526 / 516
103 / 83
Lexington Drive-Denni /Lincoln Avenue
173 / 158
198 / 121
9 / 6
75 / 86
259 / 84
550 / 686
112 / 191
612 / 661
53 / 54
99 / 136
119 / 109
58 / 51
102 / 115
Walker Street /Katella Avenue
97 / 82
Lexington Drive /Katella Avenue
130 / 110 87 / 123
129 / 94
770 / 606
0 / 4
3 / 2
0 / 8
35 / 64
1518 / 1846
Knott Avenue /Orangewood Avenue
1 / 8
108 / 103
Valley View Street/Katella Avenue Holder Street /Katella Avenue Knott Avenue /Katella Avenue Valley View Street/Orangewood Avenue 178 / 336
66 / 113
36 / 39
955 / 1599
46 / 163
0 / 2
1 / 1
40 / 96
1002 / 891
41 / 31
23 / 48
673 / 1020
Siboney Street-Race Track/Katella Avenue
108 / 92
81 / 144
639 / 510
1239 / 1406
P:\CCP2201.01\Technical Reports\Transportation\VolMap_2022 Existing.xlsx 3/16/2023
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 15 Table C: Existing Intersection Level of Service Summary Study Area
Intersection
No.
Intersection Jurisdiction
Existing
AM Peak Hour PM Peak Hour
ICU LOS ICU LOS
1 Bloomfield Street/Lincoln Avenue City of Cypress 0.41 A 0.48 A 2 Lexington Drive-Denni
Street/Lincoln Avenue City of Cypress 0.51 A 0.52 A
3 Moody Street/Lincoln Avenue City of Cypress 0.64 B 0.60 A 4 Walker Street/Lincoln Avenue City of Cypress 0.55 A 0.60 A 5 Valley View Street/Lincoln Avenue City of Cypress 0.55 A 0.59 A 6 Moody Street/Orange Avenue City of Cypress 0.49 A 0.43 A 7 Walker Street/Orange Avenue City of Cypress 0.57 A 0.54 A 8 Valley View Street/Orange Avenue City of Cypress 0.61 B 0.62 B 9 Holder Street/Orange Avenue City of Cypress 0.35 A 0.32 A 10 Bloomfield Street/Ball Road City of Cypress/Los Alamitos 0.53 A 0.54 A 11 Moody Street/Ball Road City of Cypress 0.53 A 0.49 A 12 Walker Street/Ball Road City of Cypress 0.58 A 0.61 B 13 Valley View Street/Ball Road City of Cypress 0.63 B 0.63 B 14 Bloomfield Street/Cerritos Avenue City of Cypress/Los Alamitos 0.65 B 0.55 A 15 Lexington Drive-Denni
Street/Cerritos Avenue City of Cypress/Los Alamitos 0.42 A 0.45 A 16 Moody Street/Cerritos Avenue City of Cypress 0.42 A 0.46 A 17 Walker Street/Cerritos Avenue City of Cypress 0.50 A 0.56 A 18 Valley View Street/Cerritos Avenue City of Cypress 0.63 B 0.69 B 19 Lexington Drive/Katella Avenue City of Cypress/Los Alamitos 0.44 A 0.49 A 20 Siboney Street-Race
Course/Katella Avenue City of Cypress/Los Alamitos 0.37 A 0.43 A 21 Walker Street/Katella Avenue City of Cypress/Los Alamitos 0.46 A 0.53 A 22 Valley View Street/Katella Avenue City of Cypress 0.58 A 0.62 B 23 Holder Street/Katella Avenue City of Cypress 0.30 A 0.36 A 24 Knott Avenue/Katella Avenue City of Cypress 0.56 A 0.70 B 25 Valley View Street/Orangewood
Avenue City of Cypress 0.57 A 0.59 A
26 Knott Avenue/Orangewood
Avenue City of Cypress 0.42 A 0.49 A
Source: Compiled by LSA (2023).
ICU = Intersection Capacity Utilization
LOS = level of service
34 / 31 191 / 195 136 / 179 141 / 207
798 / 1200 922 / 1130 807 / 1055 837 / 1138 762 / 939 275 / 243 280 / 132 127 / 128 163 / 155 213 / 261 1069 / 865 72 / 43 140 / 167 120 / 107 282 / 269 432 / 384 1184 / 980 1055 / 843 1291 / 844 929 / 675 165 / 141 221 / 122 96 / 91 248 / 200
1 2 345
113 / 109 90 / 102 108 / 141 108 / 62 137 / 136 425 / 316 565 / 421 425 / 344 457 / 361 341 / 301 67 / 63 105 / 147 145 / 163 183 / 105 71 / 68 228 / 66 114 / 77 129 / 130 78 / 101 198 / 164 547 / 263 548 / 410 488 / 373 380 / 369 315 / 417 114 / 35 116 / 104 290 / 133 196 / 151 76 / 113 6 7 8 9 10
174 / 114 160 / 180 93 / 143 77 / 128 137 / 119 855 / 777 809 / 778 712 / 535 680 / 843 735 / 833 77 / 81 109 / 96 264 / 170 204 / 104 155 / 90 82 / 144 81 / 93 202 / 212 69 / 147 81 / 108 990 / 716 862 / 674 732 / 642 894 / 894 790 / 924 116 / 79 176 / 80 215 / 186 194 / 93 136 / 70 11 12 13 14 15
168 / 319 125 / 167 112 / 114 98 / 161 36 / 171 733 / 839 771 / 843 538 / 480 1392 / 1597 1423 / 1681 1 / 1 89 / 99 128 / 98 132 / 82 37 / 81 84 / 220 38 / 79 128 / 250 156 / 217 142 / 298 874 / 964 943 / 865 502 / 629 1480 / 1612 1552 / 1493 1 / 1 301 / 225 428 / 270 138 / 51 42 / 35
16 17 18 19 20
318 / 338 165 / 391 102 / 152 124 / 206 389 / 274 39 / 97 1307 / 1959 965 / 1250 1110 / 1451 1039 / 1236 19 / 11 96 / 184 9 / 1 138 / 313 98 / 208 211 / 285 107 / 84 190 / 199 326 / 360 231 / 343 107 / 100 76 / 300 105 / 80 108 / 104 1763 / 1526 1284 / 1037 1388 / 1253 1107 / 1206 36 / 21 108 / 103 5 / 2 494 / 694 224 / 211 189 / 301 41 / 35 339 / 212 21 22 23 24 25 26
FIGURE 6
XXXX / YYYY
AM / PM Peak Hour Traffic Volumes City of Cypress Housing Element Implementation Traffic Impact Analysis
Year 2045 Without Project Peak Hour Traffic Volumes
Knott Avenue /Orangewood Avenue
1 / 10
131 / 124
Valley View Street/Katella Avenue Holder Street /Katella Avenue Knott Avenue /Katella Avenue Valley View Street/Orangewood Avenue 187 / 353
68 / 117
39 / 65
1003 / 1739
49 / 167
0 / 2
1 / 1
44 / 101
1053 / 936
43 / 33
150 / 182
707 / 1030
Siboney Street-Race Track/Katella Avenue
111 / 97
219 / 226
671 / 536
1301 / 1476
Walker Street /Katella Avenue
224 / 154
Lexington Drive /Katella Avenue
182 / 124 91 / 129
145 / 101
771 / 636
198 / 273
0 / 4
3 / 2
37 / 67
1756 / 1938
96 / 90
272 / 127
589 / 757
139 / 201
141 / 137
179 / 168
704 / 694
320 / 296
61 / 54
107 / 125
Valley View Street/Lincoln Avenue
459 / 647
193 / 171
142 / 286
116 / 180
832 / 1319
14 / 188
4 / 21
21 / 61
129 / 130
576 / 587
177 / 216
1314 / 1135
172 / 304
Walker Street /Lincoln Avenue
88 / 102
Moody Street /Lincoln Avenue
199 / 178
552 / 518
210 / 142
Lexington Drive-Denni /Lincoln Avenue
182 / 166
230 / 127
9 / 6
158 / 150
Bloomfield Street /Lincoln Avenue
404 / 463
365 / 305
201 / 175
769 / 664
210 / 155
624 / 542
119 / 53
102 / 140
99 / 120
190 / 170
Walker Street /Cerritos Avenue
91 / 99
135 / 68
386 / 623
503 / 728
218 / 137
107 / 53
158 / 144
124 / 215
947 / 1615
154 / 78
706 / 610
86 / 91
1500 / 1368
98 / 133
170 / 342
271 / 147
Valley View Street/Cerritos Avenue
102 / 271
Walker Street /Orange Avenue Valley View Street/Orange Avenue 276 / 189
70 / 55
Lexington Drive-Denni /Cerritos Avenue
36 / 57
21 / 15
169 / 127
258 / 224
3 / 7
33 / 56
71 / 132
235 / 232
467 / 889
34 / 10
1786 / 1745
91 / 101
309 / 177
107 / 89
265 / 397
399 / 239
92 / 204
318 / 595
72 / 168
208 / 397
517 / 515
297 / 270 256 / 171
1 / 0
229 / 338
0 / 2
Moody Street /Cerritos Avenue
1068 / 1214
388 / 255
128 / 91
105 / 235 132 / 226
17 / 3
1470 / 1193
150 / 180
382 / 688
91 / 88
146 / 87
215 / 292
421 / 445
Moody Street /Ball Road Valley View Street/Ball Road Bloomfield Street /Cerritos Avenue 51 / 81
603 / 465
1531 / 1226
Walker Street /Ball Road
172 / 91
76 / 64
Holder Street /Orange Avenue
57 / 166
146 / 125 142 / 118
516 / 345
168 / 109
66 / 90
709 / 549
200 / 149
939 / 1592
87 / 170
123 / 142
547 / 315
115 / 77
62 / 101
98 / 207
185 / 130
176 / 87
Bloomfield Street /Ball Road
255 / 411
125 / 86
Moody Street /Orange Avenue
P:\CCP2201.01\Technical Reports\Transportation\VolMap_2045 NP.xlsx 3/16/2023
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 17 Table D: Year 2045 Without Project Intersection Level of Service Summary Study Area
Intersection
No.
Intersection Jurisdiction
2045 No Project
AM Peak Hour PM Peak Hour
ICU LOS ICU LOS
1 Bloomfield Street/Lincoln Avenue City of Cypress 0.64 B 0.58 A 2 Lexington Drive-Denni
Street/Lincoln Avenue City of Cypress 0.72 C 0.63 B
3 Moody Street/Lincoln Avenue City of Cypress 0.85 D 0.82 D 4 Walker Street/Lincoln Avenue City of Cypress 0.79 C 0.78 C 5 Valley View Street/Lincoln Avenue City of Cypress 0.71 C 0.76 C 6 Moody Street/Orange Avenue City of Cypress 0.58 A 0.48 A 7 Walker Street/Orange Avenue City of Cypress 0.64 B 0.60 A 8 Valley View Street/Orange Avenue City of Cypress 0.67 B 0.70 B 9 Holder Street/Orange Avenue City of Cypress 0.63 B 0.53 A 10 Bloomfield Street/Ball Road City of Cypress/Los Alamitos 0.59 A 0.59 A 11 Moody Street/Ball Road City of Cypress 0.59 A 0.54 A 12 Walker Street/Ball Road City of Cypress 0.65 B 0.65 B 13 Valley View Street/Ball Road City of Cypress 0.70 B 0.67 B 14 Bloomfield Street/Cerritos Avenue City of Cypress/Los Alamitos 0.73 C 0.61 B 15 Lexington Drive-Denni
Street/Cerritos Avenue City of Cypress/Los Alamitos 0.52 A 0.56 A 16 Moody Street/Cerritos Avenue City of Cypress 0.45 A 0.51 A 17 Walker Street/Cerritos Avenue City of Cypress 0.52 A 0.60 A 18 Valley View Street/Cerritos Avenue City of Cypress 0.76 C 0.76 C 19 Lexington Drive/Katella Avenue City of Cypress/Los Alamitos 0.58 A 0.62 B 20 Siboney Street-Race
Course/Katella Avenue City of Cypress/Los Alamitos 0.48 A 0.56 A 21 Walker Street/Katella Avenue City of Cypress/Los Alamitos 0.52 A 0.67 B 22 Valley View Street/Katella Avenue City of Cypress 0.71 C 0.77 C 23 Holder Street/Katella Avenue City of Cypress 0.59 A 0.71 C 24 Knott Avenue/Katella Avenue City of Cypress 0.69 B 0.86 D 25 Valley View Street/Orangewood
Avenue City of Cypress 0.61 B 0.61 B
26 Knott Avenue/Orangewood
Avenue City of Cypress 0.69 B 0.62 B
Source: Compiled by LSA (2023).
ICU = Intersection Capacity Utilization
LOS = level of service
34 / 31 186 / 212 132 / 188 142 / 203
856 / 1190 955 / 1128 817 / 1091 844 / 1201 758 / 1001 275 / 240 290 / 151 129 / 147 164 / 157 207 / 263 1045 / 914 71 / 43 140 / 167 122 / 112 282 / 273 428 / 384 1165 / 1006 1082 / 863 1349 / 867 973 / 688 153 / 163 213 / 126 100 / 92 240 / 195
1 2 345
111 / 103 89 / 100 108 / 134 108 / 62 143 / 133 425 / 333 565 / 453 425 / 363 457 / 361 341 / 296 67 / 63 104 / 154 140 / 160 180 / 108 73 / 68 226 / 66 114 / 77 129 / 130 78 / 101 187 / 161 560 / 263 575 / 410 524 / 373 406 / 369 304 / 417 128 / 35 117 / 104 298 / 133 212 / 150 76 / 113 6 7 8 9 10
174 / 123 158 / 194 92 / 147 76 / 131 137 / 119 855 / 784 809 / 790 712 / 559 652 / 835 735 / 833 77 / 77 109 / 106 277 / 172 204 / 99 144 / 103 83 / 160 80 / 98 207 / 212 68 / 147 85 / 108 993 / 716 872 / 674 751 / 642 883 / 894 793 / 924 107 / 72 176 / 80 215 / 186 192 / 93 133 / 78 11 12 13 14 15
168 / 319 139 / 172 112 / 114 116 / 150 38 / 257 733 / 853 771 / 848 538 / 487 1441 / 1567 1368 / 1618 1 / 1 89 / 98 124 / 99 132 / 82 37 / 83 83 / 205 46 / 85 131 / 250 170 / 209 163 / 379 887 / 964 965 / 865 532 / 629 1429 / 1650 1455 / 1563 1 / 1 301 / 225 440 / 276 142 / 52 38 / 35
16 17 18 19 20
313 / 338 165 / 396 102 / 152 123 / 212 389 / 274 39 / 97 1267 / 2041 957 / 1261 1093 / 1457 1025 / 1244 19 / 12 95 / 189 9 / 1 138 / 309 98 / 211 212 / 287 98 / 87 193 / 202 372 / 352 246 / 350 101 / 100 76 / 304 105 / 80 108 / 104 1876 / 1521 1295 / 1033 1406 / 1249 1130 / 1199 34 / 21 110 / 103 5 / 2 494 / 694 212 / 206 189 / 301 40 / 35 332 / 226 21 22 23 24 25 26
FIGURE 7
XXXX / YYYY
AM / PM Peak Hour Traffic Volumes City of Cypress Housing Element Implementation Traffic Impact Analysis
Year 2045 With Project Peak Hour Traffic Volumes
34 / 10
1786 / 1769
94 / 100
Knott Avenue /Orangewood Avenue
1 / 10
131 / 123
Valley View Street/Katella Avenue Holder Street /Katella Avenue Knott Avenue /Katella Avenue Valley View Street/Orangewood Avenue 187 / 353
144 / 201
707 / 1037
671 / 536
1301 / 1476
179 / 176
163 / 348
281 / 194
73 / 137
235 / 232
467 / 889
Walker Street /Katella Avenue
214 / 172
Lexington Drive /Katella Avenue
198 / 125 91 / 129
143 / 101
775 / 636
192 / 287
0 / 4
3 / 2
37 / 67
1795 / 1938
98 / 90
272 / 123
605 / 756
138 / 198
144 / 143
175 / 174
704 / 694
339 / 297
61 / 54
105 / 131
Valley View Street/Lincoln Avenue
459 / 647
203 / 169
141 / 310
123 / 180
832 / 1319
14 / 186
4 / 21
21 / 61
130 / 139
575 / 587
183 / 229
1334 / 1135
189 / 296
Walker Street /Lincoln Avenue
94 / 103
Moody Street /Lincoln Avenue
201 / 174
552 / 532
227 / 153
Lexington Drive-Denni /Lincoln Avenue
184 / 166
260 / 127
9 / 6
158 / 148
Bloomfield Street /Lincoln Avenue
404 / 461
357 / 304
201 / 175
783 / 664
229 / 152
646 / 542
119 / 53
102 / 152
99 / 120
386 / 637
206 / 140
107 / 61
135 / 68
522 / 727
172 / 149
124 / 224
947 / 1633
154 / 85
705 / 615
90 / 91
1509 / 1368
103 / 133
Walker Street /Orange Avenue Valley View Street/Orange Avenue 38 / 57
21 / 17
163 / 142
281 / 220
3 / 10
30 / 57
277 / 147
107 / 271
Walker Street /Cerritos Avenue
66 / 117
43 / 62
1003 / 1748
51 / 171
0 / 2
1 / 1
44 / 101
1063 / 936
43 / 33
Siboney Street-Race Track/Katella Avenue
119 / 97
221 / 227
451 / 225
107 / 89
229 / 381
0 / 2
534 / 515
311 / 277 243 / 171 Moody Street /Cerritos Avenue
1062 / 1214
385 / 256
92 / 204
369 / 595
70 / 168
Valley View Street/Cerritos Avenue
216 / 402
265 / 387
92 / 84
1 / 0
106 / 235 133 / 233
24 / 4
1473 / 1193
154 / 180
424 / 696
103 / 88
116 / 61
Lexington Drive-Denni /Cerritos Avenue
143 / 88
215 / 298
427 / 445
Moody Street /Ball Road Valley View Street/Ball Road Bloomfield Street /Cerritos Avenue 59 / 84
575 / 499
1521 / 1226
Walker Street /Ball Road
393 / 239
71 / 64
Holder Street /Orange Avenue
64 / 161
137 / 122 168 / 122
517 / 329
182 / 109
67 / 86
709 / 570
203 / 149
939 / 1602
88 / 170
133 / 146
561 / 311
118 / 77
73 / 94
190 / 130
116 / 197
189 / 89
Bloomfield Street /Ball Road
253 / 422
126 / 86
Moody Street /Orange Avenue
170 / 105
123 / 91
P:\CCP2201.01\Technical Reports\Transportation\VolMap_2045 WP Alt1.xlsx 4/20/2023
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 19 Table E: Year 2045 With Project Intersection Level of Service Summary Study Area
Intersection
No.
Intersection Jurisdiction
2045 W/Project
AM Peak Hour
PM Peak
Hour
ICU LOS ICU LOS
1 Bloomfield Street/Lincoln Avenue City of Cypress 0.64 B 0.60 A 2 Lexington Drive-Denni Street/Lincoln
Avenue City of Cypress 0.72 C 0.64 B
3 Moody Street/Lincoln Avenue City of Cypress 0.86 D 0.83 D 4 Walker Street/Lincoln Avenue City of Cypress 0.82 D 0.81 D 5 Valley View Street/Lincoln Avenue City of Cypress 0.74 C 0.78 C 6 Moody Street /Orange Avenue City of Cypress 0.59 A 0.49 A 7 Walker Street /Orange Avenue City of Cypress 0.64 B 0.60 A 8 Valley View Street/Orange Avenue City of Cypress 0.68 B 0.71 C 9 Holder Street/Orange Avenue City of Cypress 0.64 B 0.53 A 10 Bloomfield Street/Ball Road City of Cypress/Los Alamitos 0.58 A 0.58 A 11 Moody Street/Ball Road City of Cypress 0.59 A 0.54 A 12 Walker Street /Ball Road City of Cypress 0.66 B 0.66 B 13 Valley View Street/Ball Road City of Cypress 0.70 B 0.68 B 14 Bloomfield Street/Cerritos Avenue City of Cypress/Los Alamitos 0.74 C 0.61 B 15 Lexington Drive-Denni Street/Cerritos
Avenue City of Cypress/Los Alamitos 0.52 A 0.57 A
16 Moody Street/Cerritos Avenue City of Cypress 0.44 A 0.50 A 17 Walker Street/Cerritos Avenue City of Cypress 0.54 A 0.60 A 18 Valley View Street/Cerritos Avenue City of Cypress 0.77 C 0.78 C 19 Lexington Drive/Katella Avenue City of Cypress/Los Alamitos 0.57 A 0.63 B 20 Siboney Street-Race Course/Katella
Avenue City of Cypress/Los Alamitos 0.51 A 0.58 A
21 Walker Street /Katella Avenue City of Cypress/Los Alamitos 0.54 A 0.68 B 22 Valley View Street/Katella Avenue City of Cypress 0.71 C 0.77 C 23 Holder Street/Katella Avenue City of Cypress 0.61 B 0.70 B 24 Knott Avenue/Katella Avenue City of Cypress 0.69 B 0.86 D 25 Valley View Street/Orangewood
Avenue City of Cypress 0.61 B 0.62 B
26 Knott Avenue/Orangewood Avenue City of Cypress 0.68 B 0.63 B Source: Compiled by LSA (2023).
ICU = Intersection Capacity Utilization
LOS = level of service
Figure 8 illustrates the year 2045 with Alternative 2 a.m. and p.m. peak-hour turn volumes for the study area intersections. An LOS analysis was conducted to evaluate year 2045 with Alternative 2 a.m. and p.m. peak-hour traffic operations at study area intersections. Table F summarizes the results of this analysis. Appendix C includes LOS worksheets. As indicated in Table F, all study area intersections are projected to operate at acceptable LOS during both peak hours. 34 / 30 188 / 227 134 / 178 143 / 200
875 / 1185 962 / 1117 834 / 1094 862 / 1210 761 / 1012 280 / 243 280 / 153 132 / 148 161 / 152 213 / 260 1045 / 925 72 / 43 140 / 167 127 / 114 280 / 276 429 / 384 1144 / 1018 1080 / 877 1353 / 881 989 / 692 171 / 171 208 / 122 102 / 96 243 / 197
1 2 345
105 / 107 90 / 99 108 / 135 108 / 62 143 / 133 425 / 337 565 / 453 425 / 361 457 / 361 341 / 297 67 / 63 105 / 150 140 / 158 179 / 107 72 / 68 212 / 66 118 / 77 129 / 130 78 / 101 191 / 161 565 / 263 578 / 410 519 / 373 410 / 369 304 / 417 138 / 35 119 / 104 298 / 133 202 / 149 76 / 113 6 7 8 9 10
174 / 128 155 / 188 92 / 149 74 / 134 137 / 119 855 / 781 809 / 798 712 / 563 680 / 835 735 / 829 77 / 81 109 / 105 277 / 176 204 / 100 157 / 101 79 / 160 82 / 94 204 / 212 65 / 147 82 / 108 996 / 716 884 / 674 754 / 642 879 / 894 784 / 924 110 / 72 176 / 80 213 / 186 195 / 93 138 / 75 11 12 13 14 15
168 / 329 131 / 172 112 / 114 106 / 164 37 / 197 733 / 837 771 / 847 538 / 479 1407 / 1582 1406 / 1664 1 / 1 89 / 94 126 / 98 132 / 82 37 / 82 98 / 229 39 / 84 130 / 250 162 / 226 149 / 327 858 / 964 950 / 865 516 / 629 1470 / 1628 1534 / 1563 1 / 1 301 / 225 442 / 274 136 / 52 40 / 35
16 17 18 19 20
303 / 338 164 / 397 102 / 152 124 / 210 389 / 274 39 / 97 1288 / 1994 955 / 1266 1093 / 1458 1025 / 1236 19 / 11 98 / 193 9 / 1 138 / 311 96 / 204 211 / 287 98 / 85 198 / 203 343 / 362 238 / 351 104 / 100 78 / 302 105 / 80 108 / 104 1812 / 1527 1296 / 1037 1414 / 1251 1131 / 1202 36 / 21 112 / 107 5 / 2 494 / 694 215 / 208 189 / 301 41 / 36 341 / 217 21 22 23 24 25 26
FIGURE 8
XXXX / YYYY
AM / PM Peak Hour Traffic Volumes City of Cypress Housing Element Implementation Traffic Impact Analysis
General Plan Buildout (2045) with Alternative 2 Traffic Conditions Holder Street /Orange Avenue
60 / 175
135 / 113 161 / 120
554 / 339
190 / 109
67 / 86
730 / 555
197 / 149
939 / 1608
89 / 170
128 / 143
572 / 308
118 / 75
66 / 101
186 / 130
106 / 212
179 / 88
Bloomfield Street /Ball Road
253 / 426
128 / 86
Moody Street /Orange Avenue
146 / 86
181 / 102
124 / 91
215 / 298
407 / 445
Moody Street /Ball Road Valley View Street/Ball Road Bloomfield Street /Cerritos Avenue 55 / 84
617 / 480
1544 / 1226
Walker Street /Ball Road
410 / 239
81 / 64
107 / 235 135 / 229
19 / 3
1494 / 1193
159 / 180
392 / 710
94 / 88
92 / 204
333 / 579
74 / 168
Valley View Street/Cerritos Avenue
215 / 403
252 / 428
96 / 89
1 / 0
229 / 343
0 / 2
Moody Street /Cerritos Avenue
1082 / 1214
391 / 254
358 / 193
107 / 89
515 / 515
305 / 275 271 / 181
83 / 57
Lexington Drive-Denni /Cerritos Avenue
36 / 57
22 / 16
176 / 138
268 / 219
3 / 8
32 / 56
272 / 147
103 / 271
Walker Street /Cerritos Avenue
67 / 116
40 / 67
1003 / 1756
50 / 166
0 / 2
1 / 1
44 / 101
1062 / 936
43 / 33
135 / 68
505 / 731
162 / 150
124 / 222
947 / 1647
154 / 86
708 / 606
89 / 91
1536 / 1368
103 / 133
Walker Street /Orange Avenue Valley View Street/Orange Avenue 386 / 664
200 / 140
107 / 68
157 / 150
Bloomfield Street /Lincoln Avenue
404 / 463
357 / 314
201 / 175
804 / 664
240 / 157
671 / 542
119 / 53
102 / 151
99 / 120
Valley View Street/Lincoln Avenue
459 / 647
195 / 167
140 / 319
125 / 180
832 / 1319
13 / 187
4 / 21
20 / 61
136 / 144
581 / 587
181 / 234
1350 / 1135
192 / 295
Walker Street /Lincoln Avenue
94 / 110
Moody Street /Lincoln Avenue
198 / 170
552 / 552
230 / 157
Lexington Drive-Denni /Lincoln Avenue
200 / 166
260 / 127
9 / 6
93 / 90
259 / 126
612 / 749
139 / 200
143 / 143
173 / 172
683 / 663
338 / 298
61 / 54
103 / 132
Walker Street /Katella Avenue
230 / 169
Lexington Drive /Katella Avenue
199 / 125 91 / 129
144 / 101
778 / 636
196 / 280
0 / 4
3 / 2
37 / 67
1800 / 1938
Siboney Street-Race Track/Katella Avenue
116 / 97
219 / 229
Knott Avenue /Orangewood Avenue
1 / 10
125 / 124
Valley View Street/Katella Avenue Holder Street /Katella Avenue Knott Avenue /Katella Avenue Valley View Street/Orangewood Avenue 187 / 353
144 / 199
707 / 1036
671 / 536
1301 / 1476
186 / 168
168 / 356
278 / 203
74 / 136
235 / 232
467 / 889
34 / 10
1786 / 1762
88 / 103
P:\CCP2201.01\Technical Reports\Transportation\VolMap_2045 WP Alt2.xlsx 3/16/2023
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 21 Table F: Year 2045 With Alternative 2 Intersection Level of Service Summary Study Area
Intersection
No.
Intersection Jurisdiction
2045 W/ Alternative 2
AM Peak Hour PM Peak Hour
ICU LOS ICU LOS
1 Bloomfield Street/Lincoln Avenue City of Cypress 0.64 B 0.60 A 2 Lexington Drive-Denni
Street/Lincoln Avenue City of Cypress 0.72 C 0.66 B
3 Moody Street/Lincoln Avenue City of Cypress 0.87 D 0.84 D 4 Walker Street/Lincoln Avenue City of Cypress 0.81 D 0.81 D 5 Valley View Street/Lincoln Avenue City of Cypress 0.74 C 0.79 C 6 Moody Street /Orange Avenue City of Cypress 0.59 A 0.50 A 7 Walker Street /Orange Avenue City of Cypress 0.65 B 0.60 A 8 Valley View Street/Orange Avenue City of Cypress 0.68 B 0.71 C 9 Holder Street/Orange Avenue City of Cypress 0.64 B 0.54 A 10 Bloomfield Street/Ball Road City of Cypress/Los Alamitos 0.58 A 0.57 A 11 Moody Street/Ball Road City of Cypress 0.61 B 0.56 A 12 Walker Street /Ball Road City of Cypress 0.66 B 0.66 B 13 Valley View Street/Ball Road City of Cypress 0.70 B 0.69 B 14 Bloomfield Street/Cerritos Avenue City of Cypress/Los Alamitos 0.75 C 0.60 A 15 Lexington Drive-Denni
Street/Cerritos Avenue City of Cypress/Los Alamitos 0.53 A 0.57 A 16 Moody Street/Cerritos Avenue City of Cypress 0.46 A 0.51 A 17 Walker Street/Cerritos Avenue City of Cypress 0.53 A 0.60 A 18 Valley View Street/Cerritos
Avenue City of Cypress 0.77 C 0.77 C
19 Lexington Drive/Katella Avenue City of Cypress/Los Alamitos 0.59 A 0.64 B 20 Siboney Street-Race
Course/Katella Avenue City of Cypress/Los Alamitos 0.49 A 0.57 A 21 Walker Street /Katella Avenue City of Cypress/Los Alamitos 0.53 A 0.68 B 22 Valley View Street/Katella Avenue City of Cypress 0.72 C 0.76 C 23 Holder Street/Katella Avenue City of Cypress 0.60 A 0.72 C 24 Knott Avenue/Katella Avenue City of Cypress 0.69 B 0.86 D 25 Valley View Street/Orangewood
Avenue City of Cypress 0.61 B 0.62 B
26 Knott Avenue/Orangewood
Avenue City of Cypress 0.70 B 0.63 B
Source: Compiled by LSA (2023).
ICU = Intersection Capacity Utilization
LOS = level of service
LOS CONCLUSIONS
Based on the results of this analysis, the implementation of either rezoning scenario is not expected to result in any operational deficiencies to the surrounding roadway system. The evaluation of the study area intersections shows that the addition of traffic associated with either rezoning scenario is not expected to create significant LOS changes under General Plan Buildout conditions.
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 22
CITY OF CYPRESS HOUSING ELEMENT IMPLEMENTATION
VEHICLE MILES TRAVELED ASSESSMENT
BACKGROUND
On December 28, 2018, the California Office of Administrative Law cleared the revised CEQA guidelines for use. Among the changes to the guidelines was the removal of vehicle delay and LOS from consideration under CEQA. With the adopted guidelines, transportation impacts are to be evaluated based on a project’s effect on VMT.
The City has yet to adopt the Senate Bill 743 guidelines; therefore, the VMT analysis has been based upon the methodology and significant threshold criteria identified in the “Final Draft Guidelines For Evaluating Vehicle Miles Traveled Under CEQA for the County of Orange, dated September 17, 2020” (Guidelines).
ANALYSIS METRICS
The project is an update to the City’s General Plan and Zoning, which can be considered as a land use plan. The Guidelines recommend use of VMT per service population (population + employment) as the VMT metric as VMT per service population is based on total VMT, which is comprehensive and accounts for all trip purposes. According to the Guidelines, a land use plan will have a significant impact if VMT per service population of the land use plan is higher than the regional baseline VMT per service population.
Also, a region should be defined based on where majority of the project trips are contained.
Typically, it is the county boundary within which a majority of those trips take place. As such, the Guidelines recommend use of Orange County as the region for VMT analysis of projects and land use plans. Therefore, if cumulative citywide VMT per service population is higher than Orange County’s baseline VMT per service population, the land use plan will have a significant VMT impact.
METHODOLOGY
The Guidelines provide multiple screening criteria for land use projects. However, the rezoning scenarios involve updates to the City’s planning and zoning documents; therefore, none of the screening criteria are applicable to the land use plan; therefore, a detailed VMT analysis was conducted to evaluate the VMT impacts under each rezoning scenario. The regional travel model, OCTAM, was used for VMT assessment of each rezoning scenario. OCTAM inputs for the proposed project and Alternative 2 scenarios are described in detail in the previous section, Analysis Metrics.
The same cumulative model runs (proposed project and Alternative 2) were used to estimate the VMT for each rezoning scenario.
As indicated before, VMT per service population was used to evaluate the VMT impacts for each rezoning scenario. The proposed scenarios would result in a significant impact if the cumulative VMT metric is greater than the regional baseline VMT metric. Hence, the rezoning scenarios would result in a significant impact if the citywide cumulative VMT per service population with the rezoning scenario is greater than the Orange County baseline VMT per service population (threshold). As
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 23 Table G shows, the cumulative citywide VMT per service population under each rezoning scenario would be lower than the regional threshold. Therefore, neither rezoning scenario would have a significant VMT impact. Detailed VMT calculations for each rezoning scenario are included in Appendix D.
Table G: Cumulative City of Cypress and Regional VMT per Service Population Comparison
Scenario
City of Cypress VMT per
Service Population
(with Plan)
Orange County
Threshold1 Difference % Difference Significant Impact?
2045 Proposed Project 27.4 30.3 -2.8 -9.4% No
2045 Alternative 2 27.4 30.3 -2.9 -9.4% No
Source: Orange County Transportation Analysis Model (2023). 1 Orange County threshold was estimated using an LSA baseline no plan model run.
VMT = vehicle miles traveled
VMT CONCLUSIONS
Based on the recommendations from the Guidelines, the proposed project and Alternative 2 were evaluated based on VMT per service population. Neither rezoning scenario was screened out of a VMT analysis, and a detailed VMT analysis was conducted for each rezoning scenario based on OCTAM, using Orange County as the region. Based on the significance threshold criteria determined within the Guidelines, the VMT per service population under each rezoning scenario would be lower than the corresponding regional threshold; therefore, neither rezoning scenario would have a significant transportation/VMT impact.
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\Cypress Housing Element Implementation Report_Final_05252023.docx (05/25/23) 24
REFERENCES
City of Cypress. 2001. General Plan Circulation Element.
County of Orange. 2020. Final Draft Guidelines For Evaluating Vehicle Miles Traveled Under CEQA for the County of Orange, dated September 17, 2020.
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
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P:\CCP2201.01\Technical Reports\Transportation\Final Report\ Cypress Housing Element Implementation Report _Final_05252023.docx (05/25/23)
APPENDIX A
EXISTING TRAFFIC VOLUMES
File Name : 01_CYP_Bloom_Linc AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Bloomfield Street
E/W: Lincoln Avenue
Weather: Clear
Groups Printed- Total Volume
Lincoln Avenue
Westbound
Bloomfield Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 15 139 154 72 32 104 68 42 110 368
07:15 AM 33 130 163 78 26 104 98 55 153 420
07:30 AM 38 169 207 88 42 130 129 87 216 553
07:45 AM 28 197 225 129 61 190 163 82 245 660
Total 114 635 749 367 161 528 458 266 724 2001
08:00 AM 39 196 235 89 44 133 155 77 232 600
08:15 AM 27 160 187 71 34 105 117 93 210 502
08:30 AM 39 144 183 96 54 150 147 87 234 567
08:45 AM 31 130 161 85 43 128 151 76 227 516
Total 136 630 766 341 175 516 570 333 903 2185
Grand Total 250 1265 1515 708 336 1044 1028 599 1627 4186 Apprch % 16.5 83.5 67.8 32.2 63.2 36.8
Total % 6 30.2 36.2 16.9 8 24.9 24.6 14.3 38.9
Lincoln Avenue
Westbound
Bloomfield Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 28 197 225 129 61 190 163 82 245 660
08:00 AM 39 196 235 89 44 133 155 77 232 600
08:15 AM 27 160 187 71 34 105 117 93 210 502
08:30 AM 39 144 183 96 54 150 147 87 234 567
Total Volume 133 697 830 385 193 578 582 339 921 2329
% App. Total 16 84 66.6 33.4 63.2 36.8
PHF .853 .885 .883 .746 .791 .761 .893 .911 .940 .882
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_CYP_Bloom_Linc AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Bloomfield Street
E/W: Lincoln Avenue
Weather: Clear
Lincoln Avenue
Lincoln Avenue
Bloomfield Street
Thru
697
Left
133
Out Total In
775 830 1605
Left
385
Right
193
Out In Total
472 578 1050
Thru
582
Right
339
Total Out In
1082 921 2003
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 07:45 AM
+0 mins. 38 169 207 129 61 190 163 82 245
+15 mins. 28 197 225 89 44 133 155 77 232
+30 mins. 39 196 235 71 34 105 117 93 210
+45 mins. 27 160 187 96 54 150 147 87 234
Total Volume 132 722 854 385 193 578 582 339 921
% App. Total 15.5 84.5 66.6 33.4 63.2 36.8
PHF .846 .916 .909 .746 .791 .761 .893 .911 .940
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_CYP_Bloom_Linc PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Bloomfield Street
E/W: Lincoln Avenue
Weather: Clear
Groups Printed- Total Volume
Lincoln Avenue
Westbound
Bloomfield Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 28 202 230 88 52 140 189 97 286 656
04:15 PM 39 216 255 128 54 182 178 75 253 690
04:30 PM 31 183 214 107 49 156 192 100 292 662
04:45 PM 39 199 238 104 36 140 165 92 257 635
Total 137 800 937 427 191 618 724 364 1088 2643
05:00 PM 26 188 214 104 51 155 201 99 300 669
05:15 PM 34 176 210 118 40 158 204 106 310 678
05:30 PM 36 193 229 108 29 137 180 87 267 633
05:45 PM 20 153 173 113 34 147 204 86 290 610
Total 116 710 826 443 154 597 789 378 1167 2590
Grand Total 253 1510 1763 870 345 1215 1513 742 2255 5233 Apprch % 14.4 85.6 71.6 28.4 67.1 32.9
Total % 4.8 28.9 33.7 16.6 6.6 23.2 28.9 14.2 43.1
Lincoln Avenue
Westbound
Bloomfield Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 39 216 255 128 54 182 178 75 253 690
04:30 PM 31 183 214 107 49 156 192 100 292 662
04:45 PM 39 199 238 104 36 140 165 92 257 635
05:00 PM 26 188 214 104 51 155 201 99 300 669
Total Volume 135 786 921 443 190 633 736 366 1102 2656
% App. Total 14.7 85.3 70 30 66.8 33.2
PHF .865 .910 .903 .865 .880 .870 .915 .915 .918 .962
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_CYP_Bloom_Linc PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Bloomfield Street
E/W: Lincoln Avenue
Weather: Clear
Lincoln Avenue
Lincoln Avenue
Bloomfield Street
Thru
786
Left
135
Out Total In
926 921 1847
Left
443
Right
190
Out In Total
501 633 1134
Thru
736
Right
366
Total Out In
1229 1102 2331
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:15 PM 05:00 PM
+0 mins. 28 202 230 128 54 182 201 99 300
+15 mins. 39 216 255 107 49 156 204 106 310
+30 mins. 31 183 214 104 36 140 180 87 267
+45 mins. 39 199 238 104 51 155 204 86 290
Total Volume 137 800 937 443 190 633 789 378 1167
% App. Total 14.6 85.4 70 30 67.6 32.4
PHF .878 .926 .919 .865 .880 .870 .967 .892 .941
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_CYP_Denni_Linc AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Denni Street
E/W: Lincoln Avenue
Weather: Clear
Groups Printed- Total Volume
Denni Street
Southbound
Lincoln Avenue
Westbound
Denni Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 3 0 1 4 18 122 2 142 30 0 19 49 7 78 15 100 295 07:15 AM 0 0 0 0 26 131 0 157 28 1 29 58 4 111 12 127 342 07:30 AM 0 0 0 0 36 171 1 208 31 0 31 62 2 132 22 156 426 07:45 AM 1 0 0 1 65 185 10 260 42 0 37 79 14 171 47 232 572 Total 4 0 1 5 145 609 13 767 131 1 116 248 27 492 96 615 1635 08:00 AM 5 1 4 10 89 177 9 275 64 2 76 142 18 135 50 203 630 08:15 AM 3 2 3 8 50 152 7 209 36 2 46 84 10 106 18 134 435 08:30 AM 9 1 6 16 72 144 6 222 31 5 39 75 24 144 21 189 502 08:45 AM 8 3 4 15 37 125 7 169 36 2 41 79 31 137 24 192 455 Total 25 7 17 49 248 598 29 875 167 11 202 380 83 522 113 718 2022 Grand Total 29 7 18 54 393 1207 42 1642 298 12 318 628 110 1014 209 1333 3657 Apprch % 53.7 13 33.3 23.9 73.5 2.6 47.5 1.9 50.6 8.3 76.1 15.7 Total % 0.8 0.2 0.5 1.5 10.7 33 1.1 44.9 8.1 0.3 8.7 17.2 3 27.7 5.7 36.5 Denni Street
Southbound
Lincoln Avenue
Westbound
Denni Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 1 0 0 1 65 185 10 260 42 0 37 79 14 171 47 232 572 08:00 AM 5 1 4 10 89 177 9 275 64 2 76 142 18 135 50 203 630 08:15 AM 3 2 3 8 50 152 7 209 36 2 46 84 10 106 18 134 435 08:30 AM 9 1 6 16 72 144 6 222 31 5 39 75 24 144 21 189 502 Total Volume 18 4 13 35 276 658 32 966 173 9 198 380 66 556 136 758 2139 % App. Total 51.4 11.4 37.1 28.6 68.1 3.3 45.5 2.4 52.1 8.7 73.4 17.9 PHF .500 .500 .542 .547 .775 .889 .800 .878 .676 .450 .651 .669 .688 .813 .680 .817 .849 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_CYP_Denni_Linc AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Denni Street
E/W: Lincoln Avenue
Weather: Clear
Denni Street
Lincoln Avenue
Lincoln Avenue
Denni Street
Right
13 Thru
4 Left
18 Out In Total
107 35 142
Right
32 Thru
658
Left
276
Out Total In
772 966 1738
Left
173
Thru
9 Right
198
Out In Total
416 380 796
Left
66 Thru
556
Right
136
Total Out In
844 758 1602
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 5 1 4 10 65 185 10 260 42 0 37 79 14 171 47 232 +15 mins. 3 2 3 8 89 177 9 275 64 2 76 142 18 135 50 203 +30 mins. 9 1 6 16 50 152 7 209 36 2 46 84 10 106 18 134 +45 mins. 8 3 4 15 72 144 6 222 31 5 39 75 24 144 21 189 Total Volume 25 7 17 49 276 658 32 966 173 9 198 380 66 556 136 758 % App. Total 51 14.3 34.7 28.6 68.1 3.3 45.5 2.4 52.1 8.7 73.4 17.9 PHF .694 .583 .708 .766 .775 .889 .800 .878 .676 .450 .651 .669 .688 .813 .680 .817 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_CYP_Denni_Linc PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Denni Street
E/W: Lincoln Avenue
Weather: Clear
Groups Printed- Total Volume
Denni Street
Southbound
Lincoln Avenue
Westbound
Denni Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 18 6 52 76 23 135 8 166 40 2 37 79 15 183 30 228 549 04:15 PM 16 10 55 81 22 181 9 212 34 1 22 57 11 200 33 244 594 04:30 PM 8 3 23 34 37 147 3 187 47 3 25 75 8 180 34 222 518 04:45 PM 16 1 51 68 20 147 6 173 37 0 37 74 7 172 44 223 538 Total 58 20 181 259 102 610 26 738 158 6 121 285 41 735 141 917 2199 05:00 PM 9 3 17 29 20 179 3 202 29 3 26 58 12 188 37 237 526 05:15 PM 6 4 10 20 42 159 5 206 44 1 39 84 3 193 50 246 556 05:30 PM 4 3 9 16 34 174 1 209 33 0 24 57 4 174 42 220 502 05:45 PM 5 0 3 8 30 132 0 162 37 0 30 67 6 174 51 231 468 Total 24 10 39 73 126 644 9 779 143 4 119 266 25 729 180 934 2052 Grand Total 82 30 220 332 228 1254 35 1517 301 10 240 551 66 1464 321 1851 4251 Apprch % 24.7 9 66.3 15 82.7 2.3 54.6 1.8 43.6 3.6 79.1 17.3 Total % 1.9 0.7 5.2 7.8 5.4 29.5 0.8 35.7 7.1 0.2 5.6 13 1.6 34.4 7.6 43.5 Denni Street
Southbound
Lincoln Avenue
Westbound
Denni Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 18 6 52 76 23 135 8 166 40 2 37 79 15 183 30 228 549 04:15 PM 16 10 55 81 22 181 9 212 34 1 22 57 11 200 33 244 594 04:30 PM 8 3 23 34 37 147 3 187 47 3 25 75 8 180 34 222 518 04:45 PM 16 1 51 68 20 147 6 173 37 0 37 74 7 172 44 223 538 Total Volume 58 20 181 259 102 610 26 738 158 6 121 285 41 735 141 917 2199 % App. Total 22.4 7.7 69.9 13.8 82.7 3.5 55.4 2.1 42.5 4.5 80.2 15.4 PHF .806 .500 .823 .799 .689 .843 .722 .870 .840 .500 .818 .902 .683 .919 .801 .940 .926 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_CYP_Denni_Linc PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Denni Street
E/W: Lincoln Avenue
Weather: Clear
Denni Street
Lincoln Avenue
Lincoln Avenue
Denni Street
Right
181
Thru
20 Left
58 Out In Total
73 259 332
Right
26 Thru
610
Left
102
Out Total In
914 738 1652
Left
158
Thru
6 Right
121
Out In Total
263 285 548
Left
41 Thru
735
Right
141
Total Out In
949 917 1866
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:30 PM 05:00 PM
+0 mins. 18 6 52 76 20 147 6 173 47 3 25 75 12 188 37 237 +15 mins. 16 10 55 81 20 179 3 202 37 0 37 74 3 193 50 246 +30 mins. 8 3 23 34 42 159 5 206 29 3 26 58 4 174 42 220 +45 mins. 16 1 51 68 34 174 1 209 44 1 39 84 6 174 51 231 Total Volume 58 20 181 259 116 659 15 790 157 7 127 291 25 729 180 934 % App. Total 22.4 7.7 69.9 14.7 83.4 1.9 54 2.4 43.6 2.7 78.1 19.3 PHF .806 .500 .823 .799 .690 .920 .625 .945 .835 .583 .814 .866 .521 .944 .882 .949 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_CYP_Moody_Linc AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Moody Street
E/W: Lincoln Avenue
Weather: Clear
Groups Printed- Total Volume
Moody Street
Southbound
Lincoln Avenue
Westbound
Moody Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 14 83 30 127 15 84 18 117 22 66 11 99 28 61 11 100 443 07:15 AM 23 108 29 160 9 110 28 147 22 97 9 128 23 91 14 128 563 07:30 AM 41 158 44 243 8 118 49 175 30 139 12 181 33 93 26 152 751 07:45 AM 45 204 47 296 10 168 67 245 48 130 24 202 32 146 33 211 954 Total 123 553 150 826 42 480 162 684 122 432 56 610 116 391 84 591 2711 08:00 AM 52 197 56 305 26 133 35 194 42 125 31 198 34 137 35 206 903 08:15 AM 33 162 44 239 17 119 31 167 36 132 36 204 34 95 20 149 759 08:30 AM 33 90 49 172 8 148 29 185 32 107 26 165 33 130 20 183 705 08:45 AM 50 118 46 214 15 98 27 140 16 103 26 145 43 128 20 191 690 Total 168 567 195 930 66 498 122 686 126 467 119 712 144 490 95 729 3057 Grand Total 291 1120 345 1756 108 978 284 1370 248 899 175 1322 260 881 179 1320 5768 Apprch % 16.6 63.8 19.6 7.9 71.4 20.7 18.8 68 13.2 19.7 66.7 13.6 Total % 5 19.4 6 30.4 1.9 17 4.9 23.8 4.3 15.6 3 22.9 4.5 15.3 3.1 22.9 Moody Street
Southbound
Lincoln Avenue
Westbound
Moody Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 41 158 44 243 8 118 49 175 30 139 12 181 33 93 26 152 751 07:45 AM 45 204 47 296 10 168 67 245 48 130 24 202 32 146 33 211 954 08:00 AM 52 197 56 305 26 133 35 194 42 125 31 198 34 137 35 206 903 08:15 AM 33 162 44 239 17 119 31 167 36 132 36 204 34 95 20 149 759 Total Volume 171 721 191 1083 61 538 182 781 156 526 103 785 133 471 114 718 3367 % App. Total 15.8 66.6 17.6 7.8 68.9 23.3 19.9 67 13.1 18.5 65.6 15.9 PHF .822 .884 .853 .888 .587 .801 .679 .797 .813 .946 .715 .962 .978 .807 .814 .851 .882 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_CYP_Moody_Linc AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Moody Street
E/W: Lincoln Avenue
Weather: Clear
Moody Street
Lincoln Avenue
Lincoln Avenue
Moody Street
Right
191
Thru
721
Left
171
Out In Total
841 1083 1924
Right
182
Thru
538
Left
61 Out Total In
745 781 1526
Left
156
Thru
526
Right
103
Out In Total
896 785 1681
Left
133
Thru
471
Right
114
Total Out In
885 718 1603
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 07:30 AM 07:45 AM
+0 mins. 41 158 44 243 10 168 67 245 30 139 12 181 32 146 33 211 +15 mins. 45 204 47 296 26 133 35 194 48 130 24 202 34 137 35 206 +30 mins. 52 197 56 305 17 119 31 167 42 125 31 198 34 95 20 149 +45 mins. 33 162 44 239 8 148 29 185 36 132 36 204 33 130 20 183 Total Volume 171 721 191 1083 61 568 162 791 156 526 103 785 133 508 108 749 % App. Total 15.8 66.6 17.6 7.7 71.8 20.5 19.9 67 13.1 17.8 67.8 14.4 PHF .822 .884 .853 .888 .587 .845 .604 .807 .813 .946 .715 .962 .978 .870 .771 .887 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_CYP_Moody_Linc PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Moody Street
E/W: Lincoln Avenue
Weather: Clear
Groups Printed- Total Volume
Moody Street
Southbound
Lincoln Avenue
Westbound
Moody Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 32 143 37 212 14 124 38 176 22 118 23 163 45 141 20 206 757 04:15 PM 41 142 41 224 24 145 44 213 24 151 12 187 37 166 18 221 845 04:30 PM 25 157 43 225 20 133 52 205 16 132 20 168 50 162 21 233 831 04:45 PM 31 132 41 204 10 134 44 188 20 129 11 160 43 163 18 224 776 Total 129 574 162 865 68 536 178 782 82 530 66 678 175 632 77 884 3209 05:00 PM 33 160 37 230 21 133 47 201 27 141 19 187 43 141 19 203 821 05:15 PM 41 143 52 236 17 157 34 208 36 147 13 196 49 151 31 231 871 05:30 PM 46 161 40 247 18 134 52 204 30 112 26 168 34 152 26 212 831 05:45 PM 28 168 38 234 19 127 33 179 16 116 25 157 33 157 26 216 786 Total 148 632 167 947 75 551 166 792 109 516 83 708 159 601 102 862 3309 Grand Total 277 1206 329 1812 143 1087 344 1574 191 1046 149 1386 334 1233 179 1746 6518 Apprch % 15.3 66.6 18.2 9.1 69.1 21.9 13.8 75.5 10.8 19.1 70.6 10.3 Total % 4.2 18.5 5 27.8 2.2 16.7 5.3 24.1 2.9 16 2.3 21.3 5.1 18.9 2.7 26.8 Moody Street
Southbound
Lincoln Avenue
Westbound
Moody Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 33 160 37 230 21 133 47 201 27 141 19 187 43 141 19 203 821 05:15 PM 41 143 52 236 17 157 34 208 36 147 13 196 49 151 31 231 871 05:30 PM 46 161 40 247 18 134 52 204 30 112 26 168 34 152 26 212 831 05:45 PM 28 168 38 234 19 127 33 179 16 116 25 157 33 157 26 216 786 Total Volume 148 632 167 947 75 551 166 792 109 516 83 708 159 601 102 862 3309 % App. Total 15.6 66.7 17.6 9.5 69.6 21 15.4 72.9 11.7 18.4 69.7 11.8 PHF .804 .940 .803 .959 .893 .877 .798 .952 .757 .878 .798 .903 .811 .957 .823 .933 .950 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_CYP_Moody_Linc PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Moody Street
E/W: Lincoln Avenue
Weather: Clear
Moody Street
Lincoln Avenue
Lincoln Avenue
Moody Street
Right
167
Thru
632
Left
148
Out In Total
841 947 1788
Right
166
Thru
551
Left
75 Out Total In
832 792 1624
Left
109
Thru
516
Right
83 Out In Total
809 708 1517
Left
159
Thru
601
Right
102
Total Out In
827 862 1689
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:15 PM 04:30 PM 04:30 PM
+0 mins. 33 160 37 230 24 145 44 213 16 132 20 168 50 162 21 233 +15 mins. 41 143 52 236 20 133 52 205 20 129 11 160 43 163 18 224 +30 mins. 46 161 40 247 10 134 44 188 27 141 19 187 43 141 19 203 +45 mins. 28 168 38 234 21 133 47 201 36 147 13 196 49 151 31 231 Total Volume 148 632 167 947 75 545 187 807 99 549 63 711 185 617 89 891 % App. Total 15.6 66.7 17.6 9.3 67.5 23.2 13.9 77.2 8.9 20.8 69.2 10 PHF .804 .940 .803 .959 .781 .940 .899 .947 .688 .934 .788 .907 .925 .946 .718 .956 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_CYP_Walker_Linc AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Walker Street
E/W: Lincoln Avenue
Weather: Clear
Groups Printed- Total Volume
Walker Street
Southbound
Lincoln Avenue
Westbound
Walker Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 22 97 13 132 16 70 23 109 13 60 10 83 25 69 6 100 424 07:15 AM 22 102 18 142 11 120 13 144 14 95 15 124 9 103 9 121 531 07:30 AM 12 136 35 183 25 129 12 166 16 55 12 83 19 102 7 128 560 07:45 AM 27 158 29 214 31 186 32 249 26 90 25 141 14 152 20 186 790 Total 83 493 95 671 83 505 80 668 69 300 62 431 67 426 42 535 2305 08:00 AM 31 161 30 222 29 165 21 215 21 111 33 165 29 167 16 212 814 08:15 AM 19 128 42 189 22 134 27 183 21 127 28 176 24 156 17 197 745 08:30 AM 34 92 24 150 29 104 26 159 14 109 44 167 22 152 9 183 659 08:45 AM 33 120 10 163 31 115 41 187 12 93 30 135 18 152 18 188 673 Total 117 501 106 724 111 518 115 744 68 440 135 643 93 627 60 780 2891 Grand Total 200 994 201 1395 194 1023 195 1412 137 740 197 1074 160 1053 102 1315 5196 Apprch % 14.3 71.3 14.4 13.7 72.5 13.8 12.8 68.9 18.3 12.2 80.1 7.8 Total % 3.8 19.1 3.9 26.8 3.7 19.7 3.8 27.2 2.6 14.2 3.8 20.7 3.1 20.3 2 25.3 Walker Street
Southbound
Lincoln Avenue
Westbound
Walker Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 27 158 29 214 31 186 32 249 26 90 25 141 14 152 20 186 790 08:00 AM 31 161 30 222 29 165 21 215 21 111 33 165 29 167 16 212 814 08:15 AM 19 128 42 189 22 134 27 183 21 127 28 176 24 156 17 197 745 08:30 AM 34 92 24 150 29 104 26 159 14 109 44 167 22 152 9 183 659 Total Volume 111 539 125 775 111 589 106 806 82 437 130 649 89 627 62 778 3008 % App. Total 14.3 69.5 16.1 13.8 73.1 13.2 12.6 67.3 20 11.4 80.6 8 PHF .816 .837 .744 .873 .895 .792 .828 .809 .788 .860 .739 .922 .767 .939 .775 .917 .924 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_CYP_Walker_Linc AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Walker Street
E/W: Lincoln Avenue
Weather: Clear
Walker Street
Lincoln Avenue
Lincoln Avenue
Walker Street
Right
125
Thru
539
Left
111
Out In Total
632 775 1407
Right
106
Thru
589
Left
111
Out Total In
868 806 1674
Left
82 Thru
437
Right
130
Out In Total
712 649 1361
Left
89 Thru
627
Right
62 Total Out In
796 778 1574
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:45 AM 08:00 AM
+0 mins. 12 136 35 183 25 129 12 166 26 90 25 141 29 167 16 212 +15 mins. 27 158 29 214 31 186 32 249 21 111 33 165 24 156 17 197 +30 mins. 31 161 30 222 29 165 21 215 21 127 28 176 22 152 9 183 +45 mins. 19 128 42 189 22 134 27 183 14 109 44 167 18 152 18 188 Total Volume 89 583 136 808 107 614 92 813 82 437 130 649 93 627 60 780 % App. Total 11 72.2 16.8 13.2 75.5 11.3 12.6 67.3 20 11.9 80.4 7.7 PHF .718 .905 .810 .910 .863 .825 .719 .816 .788 .860 .739 .922 .802 .939 .833 .920 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_CYP_Walker_Linc PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Walker Street
E/W: Lincoln Avenue
Weather: Clear
Groups Printed- Total Volume
Walker Street
Southbound
Lincoln Avenue
Westbound
Walker Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 27 125 21 173 25 150 36 211 14 144 41 199 47 173 21 241 824 04:15 PM 29 109 21 159 31 159 39 229 33 127 35 195 24 157 18 199 782 04:30 PM 38 145 18 201 28 154 40 222 9 155 29 193 33 171 18 222 838 04:45 PM 42 137 35 214 32 133 40 205 22 151 43 216 20 141 20 181 816 Total 136 516 95 747 116 596 155 867 78 577 148 803 124 642 77 843 3260 05:00 PM 25 105 15 145 29 168 39 236 8 143 36 187 31 166 21 218 786 05:15 PM 38 172 32 242 30 166 37 233 26 167 35 228 16 171 16 203 906 05:30 PM 31 139 30 200 30 140 33 203 20 138 24 182 28 163 24 215 800 05:45 PM 43 133 19 195 28 144 45 217 17 127 27 171 31 148 22 201 784 Total 137 549 96 782 117 618 154 889 71 575 122 768 106 648 83 837 3276 Grand Total 273 1065 191 1529 233 1214 309 1756 149 1152 270 1571 230 1290 160 1680 6536 Apprch % 17.9 69.7 12.5 13.3 69.1 17.6 9.5 73.3 17.2 13.7 76.8 9.5 Total % 4.2 16.3 2.9 23.4 3.6 18.6 4.7 26.9 2.3 17.6 4.1 24 3.5 19.7 2.4 25.7 Walker Street
Southbound
Lincoln Avenue
Westbound
Walker Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 38 145 18 201 28 154 40 222 9 155 29 193 33 171 18 222 838 04:45 PM 42 137 35 214 32 133 40 205 22 151 43 216 20 141 20 181 816 05:00 PM 25 105 15 145 29 168 39 236 8 143 36 187 31 166 21 218 786 05:15 PM 38 172 32 242 30 166 37 233 26 167 35 228 16 171 16 203 906 Total Volume 143 559 100 802 119 621 156 896 65 616 143 824 100 649 75 824 3346 % App. Total 17.8 69.7 12.5 13.3 69.3 17.4 7.9 74.8 17.4 12.1 78.8 9.1 PHF .851 .813 .714 .829 .930 .924 .975 .949 .625 .922 .831 .904 .758 .949 .893 .928 .923 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_CYP_Walker_Linc PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Walker Street
E/W: Lincoln Avenue
Weather: Clear
Walker Street
Lincoln Avenue
Lincoln Avenue
Walker Street
Right
100
Thru
559
Left
143
Out In Total
872 802 1674
Right
156
Thru
621
Left
119
Out Total In
935 896 1831
Left
65 Thru
616
Right
143
Out In Total
753 824 1577
Left
100
Thru
649
Right
75 Total Out In
786 824 1610
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:00 PM
+0 mins. 38 145 18 201 28 154 40 222 9 155 29 193 47 173 21 241 +15 mins. 42 137 35 214 32 133 40 205 22 151 43 216 24 157 18 199 +30 mins. 25 105 15 145 29 168 39 236 8 143 36 187 33 171 18 222 +45 mins. 38 172 32 242 30 166 37 233 26 167 35 228 20 141 20 181 Total Volume 143 559 100 802 119 621 156 896 65 616 143 824 124 642 77 843 % App. Total 17.8 69.7 12.5 13.3 69.3 17.4 7.9 74.8 17.4 14.7 76.2 9.1 PHF .851 .813 .714 .829 .930 .924 .975 .949 .625 .922 .831 .904 .660 .928 .917 .874 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_CYP_Valley_Linc AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Valley View Street
E/W: Lincoln Avenue
Weather: Clear
Groups Printed- Total Volume
Valley View Street
Southbound
Lincoln Avenue
Westbound
Valley View Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 16 247 25 288 26 69 29 124 14 153 16 183 22 44 16 82 677 07:15 AM 24 280 15 319 41 103 28 172 24 202 17 243 34 68 22 124 858 07:30 AM 21 316 30 367 36 100 33 169 29 206 20 255 26 56 35 117 908 07:45 AM 36 320 39 395 54 165 30 249 31 190 19 240 44 102 31 177 1061 Total 97 1163 109 1369 157 437 120 714 98 751 72 921 126 270 104 500 3504 08:00 AM 22 286 38 346 41 127 27 195 38 200 26 264 31 99 49 179 984 08:15 AM 29 274 24 327 42 113 24 179 33 196 26 255 61 114 29 204 965 08:30 AM 15 273 23 311 35 99 24 158 34 203 27 264 53 89 29 171 904 08:45 AM 43 256 30 329 48 119 26 193 43 176 31 250 36 106 51 193 965 Total 109 1089 115 1313 166 458 101 725 148 775 110 1033 181 408 158 747 3818 Grand Total 206 2252 224 2682 323 895 221 1439 246 1526 182 1954 307 678 262 1247 7322 Apprch % 7.7 84 8.4 22.4 62.2 15.4 12.6 78.1 9.3 24.6 54.4 21 Total % 2.8 30.8 3.1 36.6 4.4 12.2 3 19.7 3.4 20.8 2.5 26.7 4.2 9.3 3.6 17 Valley View Street
Southbound
Lincoln Avenue
Westbound
Valley View Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 21 316 30 367 36 100 33 169 29 206 20 255 26 56 35 117 908 07:45 AM 36 320 39 395 54 165 30 249 31 190 19 240 44 102 31 177 1061 08:00 AM 22 286 38 346 41 127 27 195 38 200 26 264 31 99 49 179 984 08:15 AM 29 274 24 327 42 113 24 179 33 196 26 255 61 114 29 204 965 Total Volume 108 1196 131 1435 173 505 114 792 131 792 91 1014 162 371 144 677 3918 % App. Total 7.5 83.3 9.1 21.8 63.8 14.4 12.9 78.1 9 23.9 54.8 21.3 PHF .750 .934 .840 .908 .801 .765 .864 .795 .862 .961 .875 .960 .664 .814 .735 .830 .923 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_CYP_Valley_Linc AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Valley View Street
E/W: Lincoln Avenue
Weather: Clear
Valley View Street
Lincoln Avenue
Lincoln Avenue
Valley View Street
Right
131
Thru
1196
Left
108
Out In Total
1068 1435 2503
Right
114
Thru
505
Left
173
Out Total In
570 792 1362
Left
131
Thru
792
Right
91 Out In Total
1513 1014 2527
Left
162
Thru
371
Right
144
Total Out In
767 677 1444
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 08:00 AM 08:00 AM
+0 mins. 21 316 30 367 36 100 33 169 38 200 26 264 31 99 49 179 +15 mins. 36 320 39 395 54 165 30 249 33 196 26 255 61 114 29 204 +30 mins. 22 286 38 346 41 127 27 195 34 203 27 264 53 89 29 171 +45 mins. 29 274 24 327 42 113 24 179 43 176 31 250 36 106 51 193 Total Volume 108 1196 131 1435 173 505 114 792 148 775 110 1033 181 408 158 747 % App. Total 7.5 83.3 9.1 21.8 63.8 14.4 14.3 75 10.6 24.2 54.6 21.2 PHF .750 .934 .840 .908 .801 .765 .864 .795 .860 .954 .887 .978 .742 .895 .775 .915 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_CYP_Valley_Linc PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Valley View Street
E/W: Lincoln Avenue
Weather: Clear
Groups Printed- Total Volume
Valley View Street
Southbound
Lincoln Avenue
Westbound
Valley View Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 40 230 33 303 60 111 25 196 50 293 43 386 62 123 24 209 1094 04:15 PM 46 276 34 356 47 125 35 207 56 240 29 325 58 119 45 222 1110 04:30 PM 56 267 36 359 48 128 34 210 60 300 32 392 53 122 48 223 1184 04:45 PM 67 295 37 399 60 124 29 213 62 274 40 376 60 136 65 261 1249 Total 209 1068 140 1417 215 488 123 826 228 1107 144 1479 233 500 182 915 4637 05:00 PM 53 250 40 343 54 116 43 213 60 358 42 460 55 94 40 189 1205 05:15 PM 56 280 31 367 45 138 31 214 44 294 42 380 61 144 48 253 1214 05:30 PM 51 256 37 344 54 118 39 211 55 330 31 416 55 124 37 216 1187 05:45 PM 74 246 36 356 63 110 32 205 52 281 28 361 62 125 36 223 1145 Total 234 1032 144 1410 216 482 145 843 211 1263 143 1617 233 487 161 881 4751 Grand Total 443 2100 284 2827 431 970 268 1669 439 2370 287 3096 466 987 343 1796 9388 Apprch % 15.7 74.3 10 25.8 58.1 16.1 14.2 76.6 9.3 25.9 55 19.1 Total % 4.7 22.4 3 30.1 4.6 10.3 2.9 17.8 4.7 25.2 3.1 33 5 10.5 3.7 19.1 Valley View Street
Southbound
Lincoln Avenue
Westbound
Valley View Street
Northbound
Lincoln Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 67 295 37 399 60 124 29 213 62 274 40 376 60 136 65 261 1249 05:00 PM 53 250 40 343 54 116 43 213 60 358 42 460 55 94 40 189 1205 05:15 PM 56 280 31 367 45 138 31 214 44 294 42 380 61 144 48 253 1214 05:30 PM 51 256 37 344 54 118 39 211 55 330 31 416 55 124 37 216 1187 Total Volume 227 1081 145 1453 213 496 142 851 221 1256 155 1632 231 498 190 919 4855 % App. Total 15.6 74.4 10 25 58.3 16.7 13.5 77 9.5 25.1 54.2 20.7 PHF .847 .916 .906 .910 .888 .899 .826 .994 .891 .877 .923 .887 .947 .865 .731 .880 .972 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_CYP_Valley_Linc PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Valley View Street
E/W: Lincoln Avenue
Weather: Clear
Valley View Street
Lincoln Avenue
Lincoln Avenue
Valley View Street
Right
145
Thru
1081
Left
227
Out In Total
1629 1453 3082
Right
142
Thru
496
Left
213
Out Total In
880 851 1731
Left
221
Thru
1256
Right
155
Out In Total
1484 1632 3116
Left
231
Thru
498
Right
190
Total Out In
862 919 1781
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:45 PM 04:45 PM 04:30 PM
+0 mins. 56 267 36 359 60 124 29 213 62 274 40 376 53 122 48 223 +15 mins. 67 295 37 399 54 116 43 213 60 358 42 460 60 136 65 261 +30 mins. 53 250 40 343 45 138 31 214 44 294 42 380 55 94 40 189 +45 mins. 56 280 31 367 54 118 39 211 55 330 31 416 61 144 48 253 Total Volume 232 1092 144 1468 213 496 142 851 221 1256 155 1632 229 496 201 926 % App. Total 15.8 74.4 9.8 25 58.3 16.7 13.5 77 9.5 24.7 53.6 21.7 PHF .866 .925 .900 .920 .888 .899 .826 .994 .891 .877 .923 .887 .939 .861 .773 .887 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 06_CYP_Moody_Orange AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Moody Street
E/W: Orange Avenue
Weather: Clear
Groups Printed- Total Volume
Moody Street
Southbound
Orange Avenue
Westbound
Moody Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 18 108 12 138 8 41 11 60 3 46 4 53 12 43 4 59 310 07:15 AM 19 110 16 145 7 51 22 80 7 73 16 96 13 69 5 87 408 07:30 AM 27 130 8 165 7 40 25 72 9 82 14 105 16 49 10 75 417 07:45 AM 38 152 30 220 13 66 22 101 11 101 27 139 21 61 14 96 556 Total 102 500 66 668 35 198 80 313 30 302 61 393 62 222 33 317 1691 08:00 AM 60 155 37 252 14 89 21 124 28 87 52 167 27 75 26 128 671 08:15 AM 49 137 24 210 26 115 35 176 26 105 57 188 37 110 36 183 757 08:30 AM 18 91 32 141 13 145 23 181 42 80 7 129 40 142 27 209 660 08:45 AM 31 125 16 172 11 56 18 85 6 96 13 115 28 156 24 208 580 Total 158 508 109 775 64 405 97 566 102 368 129 599 132 483 113 728 2668 Grand Total 260 1008 175 1443 99 603 177 879 132 670 190 992 194 705 146 1045 4359 Apprch % 18 69.9 12.1 11.3 68.6 20.1 13.3 67.5 19.2 18.6 67.5 14 Total % 6 23.1 4 33.1 2.3 13.8 4.1 20.2 3 15.4 4.4 22.8 4.5 16.2 3.3 24 Moody Street
Southbound
Orange Avenue
Westbound
Moody Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 60 155 37 252 14 89 21 124 28 87 52 167 27 75 26 128 671 08:15 AM 49 137 24 210 26 115 35 176 26 105 57 188 37 110 36 183 757 08:30 AM 18 91 32 141 13 145 23 181 42 80 7 129 40 142 27 209 660 08:45 AM 31 125 16 172 11 56 18 85 6 96 13 115 28 156 24 208 580 Total Volume 158 508 109 775 64 405 97 566 102 368 129 599 132 483 113 728 2668 % App. Total 20.4 65.5 14.1 11.3 71.6 17.1 17 61.4 21.5 18.1 66.3 15.5 PHF .658 .819 .736 .769 .615 .698 .693 .782 .607 .876 .566 .797 .825 .774 .785 .871 .881 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 06_CYP_Moody_Orange AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Moody Street
E/W: Orange Avenue
Weather: Clear
Moody Street
Orange Avenue
Orange Avenue
Moody Street
Right
109
Thru
508
Left
158
Out In Total
597 775 1372
Right
97 Thru
405
Left
64 Out Total In
770 566 1336
Left
102
Thru
368
Right
129
Out In Total
685 599 1284
Left
132
Thru
483
Right
113
Total Out In
616 728 1344
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 07:45 AM 08:00 AM
+0 mins. 27 130 8 165 13 66 22 101 11 101 27 139 27 75 26 128 +15 mins. 38 152 30 220 14 89 21 124 28 87 52 167 37 110 36 183 +30 mins. 60 155 37 252 26 115 35 176 26 105 57 188 40 142 27 209 +45 mins. 49 137 24 210 13 145 23 181 42 80 7 129 28 156 24 208 Total Volume 174 574 99 847 66 415 101 582 107 373 143 623 132 483 113 728 % App. Total 20.5 67.8 11.7 11.3 71.3 17.4 17.2 59.9 23 18.1 66.3 15.5 PHF .725 .926 .669 .840 .635 .716 .721 .804 .637 .888 .627 .828 .825 .774 .785 .871 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 06_CYP_Moody_Orange PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Moody Street
E/W: Orange Avenue
Weather: Clear
Groups Printed- Total Volume
Moody Street
Southbound
Orange Avenue
Westbound
Moody Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 23 133 26 182 13 67 21 101 19 128 21 168 25 100 18 143 594 04:15 PM 23 110 9 142 13 40 23 76 7 135 17 159 16 66 11 93 470 04:30 PM 32 127 25 184 9 68 20 97 9 114 17 140 13 62 6 81 502 04:45 PM 34 104 21 159 13 62 21 96 7 126 18 151 13 57 4 74 480 Total 112 474 81 667 48 237 85 370 42 503 73 618 67 285 39 391 2046 05:00 PM 32 110 18 160 18 88 26 132 14 121 13 148 16 72 9 97 537 05:15 PM 31 143 20 194 17 69 34 120 12 144 16 172 18 55 8 81 567 05:30 PM 30 125 11 166 12 64 19 95 8 125 14 147 13 72 10 95 503 05:45 PM 40 138 26 204 13 64 23 100 8 123 22 153 16 51 6 73 530 Total 133 516 75 724 60 285 102 447 42 513 65 620 63 250 33 346 2137 Grand Total 245 990 156 1391 108 522 187 817 84 1016 138 1238 130 535 72 737 4183 Apprch % 17.6 71.2 11.2 13.2 63.9 22.9 6.8 82.1 11.1 17.6 72.6 9.8 Total % 5.9 23.7 3.7 33.3 2.6 12.5 4.5 19.5 2 24.3 3.3 29.6 3.1 12.8 1.7 17.6 Moody Street
Southbound
Orange Avenue
Westbound
Moody Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 32 110 18 160 18 88 26 132 14 121 13 148 16 72 9 97 537 05:15 PM 31 143 20 194 17 69 34 120 12 144 16 172 18 55 8 81 567 05:30 PM 30 125 11 166 12 64 19 95 8 125 14 147 13 72 10 95 503 05:45 PM 40 138 26 204 13 64 23 100 8 123 22 153 16 51 6 73 530 Total Volume 133 516 75 724 60 285 102 447 42 513 65 620 63 250 33 346 2137 % App. Total 18.4 71.3 10.4 13.4 63.8 22.8 6.8 82.7 10.5 18.2 72.3 9.5 PHF .831 .902 .721 .887 .833 .810 .750 .847 .750 .891 .739 .901 .875 .868 .825 .892 .942 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 06_CYP_Moody_Orange PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Moody Street
E/W: Orange Avenue
Weather: Clear
Moody Street
Orange Avenue
Orange Avenue
Moody Street
Right
75 Thru
516
Left
133
Out In Total
678 724 1402
Right
102
Thru
285
Left
60 Out Total In
448 447 895
Left
42 Thru
513
Right
65 Out In Total
609 620 1229
Left
63 Thru
250
Right
33 Total Out In
402 346 748
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 04:00 PM
+0 mins. 32 110 18 160 18 88 26 132 14 121 13 148 25 100 18 143 +15 mins. 31 143 20 194 17 69 34 120 12 144 16 172 16 66 11 93 +30 mins. 30 125 11 166 12 64 19 95 8 125 14 147 13 62 6 81 +45 mins. 40 138 26 204 13 64 23 100 8 123 22 153 13 57 4 74 Total Volume 133 516 75 724 60 285 102 447 42 513 65 620 67 285 39 391 % App. Total 18.4 71.3 10.4 13.4 63.8 22.8 6.8 82.7 10.5 17.1 72.9 10 PHF .831 .902 .721 .887 .833 .810 .750 .847 .750 .891 .739 .901 .670 .713 .542 .684 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 07_CYP_Walker_Orange AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Walker Street
E/W: Orange Avenue
Weather: Clear
Groups Printed- Total Volume
Walker Street
Southbound
Orange Avenue
Westbound
Walker Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 8 111 6 125 11 45 12 68 7 59 7 73 4 59 11 74 340 07:15 AM 12 127 6 145 12 73 16 101 5 78 20 103 12 102 11 125 474 07:30 AM 17 126 8 151 28 72 15 115 15 68 22 105 4 69 16 89 460 07:45 AM 19 197 24 240 31 107 22 160 33 99 31 163 13 69 25 107 670 Total 56 561 44 661 82 297 65 444 60 304 80 444 33 299 63 395 1944 08:00 AM 14 174 37 225 28 129 20 177 43 152 43 238 19 98 21 138 778 08:15 AM 17 123 36 176 25 201 25 251 49 104 30 183 44 133 37 214 824 08:30 AM 14 106 16 136 18 101 21 140 22 104 21 147 32 150 26 208 631 08:45 AM 23 142 14 179 28 70 23 121 9 81 27 117 26 172 24 222 639 Total 68 545 103 716 99 501 89 689 123 441 121 685 121 553 108 782 2872 Grand Total 124 1106 147 1377 181 798 154 1133 183 745 201 1129 154 852 171 1177 4816 Apprch % 9 80.3 10.7 16 70.4 13.6 16.2 66 17.8 13.1 72.4 14.5 Total % 2.6 23 3.1 28.6 3.8 16.6 3.2 23.5 3.8 15.5 4.2 23.4 3.2 17.7 3.6 24.4 Walker Street
Southbound
Orange Avenue
Westbound
Walker Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 19 197 24 240 31 107 22 160 33 99 31 163 13 69 25 107 670 08:00 AM 14 174 37 225 28 129 20 177 43 152 43 238 19 98 21 138 778 08:15 AM 17 123 36 176 25 201 25 251 49 104 30 183 44 133 37 214 824 08:30 AM 14 106 16 136 18 101 21 140 22 104 21 147 32 150 26 208 631 Total Volume 64 600 113 777 102 538 88 728 147 459 125 731 108 450 109 667 2903 % App. Total 8.2 77.2 14.5 14 73.9 12.1 20.1 62.8 17.1 16.2 67.5 16.3 PHF .842 .761 .764 .809 .823 .669 .880 .725 .750 .755 .727 .768 .614 .750 .736 .779 .881 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 07_CYP_Walker_Orange AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Walker Street
E/W: Orange Avenue
Weather: Clear
Walker Street
Orange Avenue
Orange Avenue
Walker Street
Right
113
Thru
600
Left
64 Out In Total
655 777 1432
Right
88 Thru
538
Left
102
Out Total In
639 728 1367
Left
147
Thru
459
Right
125
Out In Total
811 731 1542
Left
108
Thru
450
Right
109
Total Out In
798 667 1465
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 07:45 AM 08:00 AM
+0 mins. 17 126 8 151 31 107 22 160 33 99 31 163 19 98 21 138 +15 mins. 19 197 24 240 28 129 20 177 43 152 43 238 44 133 37 214 +30 mins. 14 174 37 225 25 201 25 251 49 104 30 183 32 150 26 208 +45 mins. 17 123 36 176 18 101 21 140 22 104 21 147 26 172 24 222 Total Volume 67 620 105 792 102 538 88 728 147 459 125 731 121 553 108 782 % App. Total 8.5 78.3 13.3 14 73.9 12.1 20.1 62.8 17.1 15.5 70.7 13.8 PHF .882 .787 .709 .825 .823 .669 .880 .725 .750 .755 .727 .768 .688 .804 .730 .881 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 07_CYP_Walker_Orange AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 3
City of Cypress
N/S: Walker Street
E/W: Orange Avenue
Weather: Clear
Walker Street
Orange Avenue
Orange Avenue
Walker Street
Right
105
Thru
620
Left
67 In - Peak Hour: 07:30 AM
792
Right
88 Thru
538
Left
102
In - Peak Hour: 07:45 AM
728
Left
147
Thru
459
Right
125
In - Peak Hour: 07:45 AM
731
Left
121
Thru
553
Right
108
In - Peak Hour: 08:00 AM
782
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 07_CYP_Walker_Orange PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Walker Street
E/W: Orange Avenue
Weather: Clear
Groups Printed- Total Volume
Walker Street
Southbound
Orange Avenue
Westbound
Walker Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 25 150 12 187 23 75 22 120 17 176 38 231 26 120 32 178 716 04:15 PM 26 110 17 153 26 87 27 140 15 142 36 193 18 104 20 142 628 04:30 PM 19 149 15 183 21 83 17 121 12 152 39 203 18 96 27 141 648 04:45 PM 28 140 13 181 28 98 25 151 19 135 34 188 28 110 25 163 683 Total 98 549 57 704 98 343 91 532 63 605 147 815 90 430 104 624 2675 05:00 PM 24 131 13 168 29 101 23 153 16 175 26 217 20 93 29 142 680 05:15 PM 20 152 12 184 26 95 20 141 22 186 37 245 15 92 21 128 698 05:30 PM 15 175 12 202 27 66 13 106 21 184 38 243 10 95 24 129 680 05:45 PM 15 123 17 155 37 99 25 161 14 139 19 172 12 95 13 120 608 Total 74 581 54 709 119 361 81 561 73 684 120 877 57 375 87 519 2666 Grand Total 172 1130 111 1413 217 704 172 1093 136 1289 267 1692 147 805 191 1143 5341 Apprch % 12.2 80 7.9 19.9 64.4 15.7 8 76.2 15.8 12.9 70.4 16.7 Total % 3.2 21.2 2.1 26.5 4.1 13.2 3.2 20.5 2.5 24.1 5 31.7 2.8 15.1 3.6 21.4 Walker Street
Southbound
Orange Avenue
Westbound
Walker Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 28 140 13 181 28 98 25 151 19 135 34 188 28 110 25 163 683 05:00 PM 24 131 13 168 29 101 23 153 16 175 26 217 20 93 29 142 680 05:15 PM 20 152 12 184 26 95 20 141 22 186 37 245 15 92 21 128 698 05:30 PM 15 175 12 202 27 66 13 106 21 184 38 243 10 95 24 129 680 Total Volume 87 598 50 735 110 360 81 551 78 680 135 893 73 390 99 562 2741 % App. Total 11.8 81.4 6.8 20 65.3 14.7 8.7 76.1 15.1 13 69.4 17.6 PHF .777 .854 .962 .910 .948 .891 .810 .900 .886 .914 .888 .911 .652 .886 .853 .862 .982 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 07_CYP_Walker_Orange PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Walker Street
E/W: Orange Avenue
Weather: Clear
Walker Street
Orange Avenue
Orange Avenue
Walker Street
Right
50 Thru
598
Left
87 Out In Total
834 735 1569
Right
81 Thru
360
Left
110
Out Total In
612 551 1163
Left
78 Thru
680
Right
135
Out In Total
807 893 1700
Left
73 Thru
390
Right
99 Total Out In
488 562 1050
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:30 PM 04:45 PM 04:00 PM
+0 mins. 28 140 13 181 21 83 17 121 19 135 34 188 26 120 32 178 +15 mins. 24 131 13 168 28 98 25 151 16 175 26 217 18 104 20 142 +30 mins. 20 152 12 184 29 101 23 153 22 186 37 245 18 96 27 141 +45 mins. 15 175 12 202 26 95 20 141 21 184 38 243 28 110 25 163 Total Volume 87 598 50 735 104 377 85 566 78 680 135 893 90 430 104 624 % App. Total 11.8 81.4 6.8 18.4 66.6 15 8.7 76.1 15.1 14.4 68.9 16.7 PHF .777 .854 .962 .910 .897 .933 .850 .925 .886 .914 .888 .911 .804 .896 .813 .876 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 07_CYP_Walker_Orange PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 3
City of Cypress
N/S: Walker Street
E/W: Orange Avenue
Weather: Clear
Walker Street
Orange Avenue
Orange Avenue
Walker Street
Right
50 Thru
598
Left
87 In - Peak Hour: 04:45 PM
735
Right
85 Thru
377
Left
104
In - Peak Hour: 04:30 PM
566
Left
78 Thru
680
Right
135
In - Peak Hour: 04:45 PM
893
Left
90 Thru
430
Right
104
In - Peak Hour: 04:00 PM
624
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_CYP_Valley_Orange AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Valley View Street
E/W: Orange Avenue
Weather: Clear
Groups Printed- Total Volume
Valley View Street
Southbound
Orange Avenue
Westbound
Valley View Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 12 259 15 286 34 55 14 103 12 148 12 172 12 31 41 84 645 07:15 AM 10 329 11 350 43 50 14 107 24 236 29 289 25 33 90 148 894 07:30 AM 18 351 14 383 38 88 23 149 22 212 22 256 21 46 48 115 903 07:45 AM 11 365 25 401 29 83 23 135 32 251 30 313 18 53 42 113 962 Total 51 1304 65 1420 144 276 74 494 90 847 93 1030 76 163 221 460 3404 08:00 AM 19 319 19 357 27 126 21 174 40 212 24 276 27 83 42 152 959 08:15 AM 23 326 40 389 20 144 23 187 25 253 18 296 32 102 37 171 1043 08:30 AM 15 274 18 307 36 76 27 139 18 186 24 228 31 101 52 184 858 08:45 AM 18 336 20 374 48 59 32 139 35 251 33 319 33 83 108 224 1056 Total 75 1255 97 1427 131 405 103 639 118 902 99 1119 123 369 239 731 3916 Grand Total 126 2559 162 2847 275 681 177 1133 208 1749 192 2149 199 532 460 1191 7320 Apprch % 4.4 89.9 5.7 24.3 60.1 15.6 9.7 81.4 8.9 16.7 44.7 38.6 Total % 1.7 35 2.2 38.9 3.8 9.3 2.4 15.5 2.8 23.9 2.6 29.4 2.7 7.3 6.3 16.3 Valley View Street
Southbound
Orange Avenue
Westbound
Valley View Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 19 319 19 357 27 126 21 174 40 212 24 276 27 83 42 152 959 08:15 AM 23 326 40 389 20 144 23 187 25 253 18 296 32 102 37 171 1043 08:30 AM 15 274 18 307 36 76 27 139 18 186 24 228 31 101 52 184 858 08:45 AM 18 336 20 374 48 59 32 139 35 251 33 319 33 83 108 224 1056 Total Volume 75 1255 97 1427 131 405 103 639 118 902 99 1119 123 369 239 731 3916 % App. Total 5.3 87.9 6.8 20.5 63.4 16.1 10.5 80.6 8.8 16.8 50.5 32.7 PHF .815 .934 .606 .917 .682 .703 .805 .854 .738 .891 .750 .877 .932 .904 .553 .816 .927 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_CYP_Valley_Orange AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Valley View Street
E/W: Orange Avenue
Weather: Clear
Valley View Street
Orange Avenue
Orange Avenue
Valley View Street
Right
97 Thru
1255
Left
75 Out In Total
1128 1427 2555
Right
103
Thru
405
Left
131
Out Total In
543 639 1182
Left
118
Thru
902
Right
99 Out In Total
1625 1119 2744
Left
123
Thru
369
Right
239
Total Out In
620 731 1351
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 08:00 AM
+0 mins. 18 351 14 383 38 88 23 149 22 212 22 256 27 83 42 152 +15 mins. 11 365 25 401 29 83 23 135 32 251 30 313 32 102 37 171 +30 mins. 19 319 19 357 27 126 21 174 40 212 24 276 31 101 52 184 +45 mins. 23 326 40 389 20 144 23 187 25 253 18 296 33 83 108 224 Total Volume 71 1361 98 1530 114 441 90 645 119 928 94 1141 123 369 239 731 % App. Total 4.6 89 6.4 17.7 68.4 14 10.4 81.3 8.2 16.8 50.5 32.7 PHF .772 .932 .613 .954 .750 .766 .978 .862 .744 .917 .783 .911 .932 .904 .553 .816 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_CYP_Valley_Orange PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Valley View Street
E/W: Orange Avenue
Weather: Clear
Groups Printed- Total Volume
Valley View Street
Southbound
Orange Avenue
Westbound
Valley View Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 22 236 31 289 32 81 26 139 30 302 33 365 30 99 38 167 960 04:15 PM 27 310 52 389 32 65 29 126 38 353 36 427 23 86 45 154 1096 04:30 PM 29 277 42 348 37 81 39 157 43 327 34 404 24 87 34 145 1054 04:45 PM 31 363 41 435 37 76 51 164 42 393 41 476 27 94 30 151 1226 Total 109 1186 166 1461 138 303 145 586 153 1375 144 1672 104 366 147 617 4336 05:00 PM 30 311 33 374 47 76 32 155 37 382 31 450 29 90 28 147 1126 05:15 PM 27 347 22 396 26 72 25 123 55 402 35 492 28 73 41 142 1153 05:30 PM 39 282 31 352 42 64 26 132 33 360 29 422 40 98 28 166 1072 05:45 PM 43 302 30 375 18 74 16 108 43 395 42 480 25 68 29 122 1085 Total 139 1242 116 1497 133 286 99 518 168 1539 137 1844 122 329 126 577 4436 Grand Total 248 2428 282 2958 271 589 244 1104 321 2914 281 3516 226 695 273 1194 8772 Apprch % 8.4 82.1 9.5 24.5 53.4 22.1 9.1 82.9 8 18.9 58.2 22.9 Total % 2.8 27.7 3.2 33.7 3.1 6.7 2.8 12.6 3.7 33.2 3.2 40.1 2.6 7.9 3.1 13.6 Valley View Street
Southbound
Orange Avenue
Westbound
Valley View Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 31 363 41 435 37 76 51 164 42 393 41 476 27 94 30 151 1226 05:00 PM 30 311 33 374 47 76 32 155 37 382 31 450 29 90 28 147 1126 05:15 PM 27 347 22 396 26 72 25 123 55 402 35 492 28 73 41 142 1153 05:30 PM 39 282 31 352 42 64 26 132 33 360 29 422 40 98 28 166 1072 Total Volume 127 1303 127 1557 152 288 134 574 167 1537 136 1840 124 355 127 606 4577 % App. Total 8.2 83.7 8.2 26.5 50.2 23.3 9.1 83.5 7.4 20.5 58.6 21 PHF .814 .897 .774 .895 .809 .947 .657 .875 .759 .956 .829 .935 .775 .906 .774 .913 .933 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_CYP_Valley_Orange PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Valley View Street
E/W: Orange Avenue
Weather: Clear
Valley View Street
Orange Avenue
Orange Avenue
Valley View Street
Right
127
Thru
1303
Left
127
Out In Total
1795 1557 3352
Right
134
Thru
288
Left
152
Out Total In
618 574 1192
Left
167
Thru
1537
Right
136
Out In Total
1582 1840 3422
Left
124
Thru
355
Right
127
Total Out In
582 606 1188
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:15 PM 05:00 PM 04:00 PM
+0 mins. 31 363 41 435 32 65 29 126 37 382 31 450 30 99 38 167 +15 mins. 30 311 33 374 37 81 39 157 55 402 35 492 23 86 45 154 +30 mins. 27 347 22 396 37 76 51 164 33 360 29 422 24 87 34 145 +45 mins. 39 282 31 352 47 76 32 155 43 395 42 480 27 94 30 151 Total Volume 127 1303 127 1557 153 298 151 602 168 1539 137 1844 104 366 147 617 % App. Total 8.2 83.7 8.2 25.4 49.5 25.1 9.1 83.5 7.4 16.9 59.3 23.8 PHF .814 .897 .774 .895 .814 .920 .740 .918 .764 .957 .815 .937 .867 .924 .817 .924 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_CYP_Holder_Orange AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Holder Street
E/W: Orange Avenue
Weather: Clear
Groups Printed- Total Volume
Holder Street
Southbound
Orange Avenue
Westbound
Holder Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 7 25 19 51 5 59 3 67 11 13 4 28 8 38 3 49 195
07:15 AM 6 31 22 59 7 64 9 80 8 14 2 24 11 57 8 76 239
07:30 AM 8 24 23 55 1 65 17 83 7 24 2 33 12 53 8 73 244 07:45 AM 13 39 25 77 3 80 33 116 18 32 4 54 15 60 6 81 328 Total 34 119 89 242 16 268 62 346 44 83 12 139 46 208 25 279 1006 08:00 AM 23 47 32 102 10 117 14 141 14 17 6 37 20 54 12 86 366 08:15 AM 9 26 20 55 2 122 10 134 15 22 3 40 20 103 14 137 366 08:30 AM 11 20 19 50 21 93 25 139 11 24 9 44 15 84 11 110 343 08:45 AM 15 26 23 64 37 103 54 194 13 15 12 40 19 95 11 125 423 Total 58 119 94 271 70 435 103 608 53 78 30 161 74 336 48 458 1498 Grand Total 92 238 183 513 86 703 165 954 97 161 42 300 120 544 73 737 2504 Apprch % 17.9 46.4 35.7 9 73.7 17.3 32.3 53.7 14 16.3 73.8 9.9 Total % 3.7 9.5 7.3 20.5 3.4 28.1 6.6 38.1 3.9 6.4 1.7 12 4.8 21.7 2.9 29.4 Holder Street
Southbound
Orange Avenue
Westbound
Holder Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 23 47 32 102 10 117 14 141 14 17 6 37 20 54 12 86 366 08:15 AM 9 26 20 55 2 122 10 134 15 22 3 40 20 103 14 137 366 08:30 AM 11 20 19 50 21 93 25 139 11 24 9 44 15 84 11 110 343 08:45 AM 15 26 23 64 37 103 54 194 13 15 12 40 19 95 11 125 423 Total Volume 58 119 94 271 70 435 103 608 53 78 30 161 74 336 48 458 1498 % App. Total 21.4 43.9 34.7 11.5 71.5 16.9 32.9 48.4 18.6 16.2 73.4 10.5 PHF .630 .633 .734 .664 .473 .891 .477 .784 .883 .813 .625 .915 .925 .816 .857 .836 .885 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_CYP_Holder_Orange AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Holder Street
E/W: Orange Avenue
Weather: Clear
Holder Street
Orange Avenue
Orange Avenue
Holder Street
Right
94 Thru
119
Left
58 Out In Total
255 271 526
Right
103
Thru
435
Left
70 Out Total In
424 608 1032
Left
53 Thru
78 Right
30 Out In Total
237 161 398
Left
74 Thru
336
Right
48 Total Out In
582 458 1040
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 08:00 AM 07:45 AM 08:00 AM
+0 mins. 6 31 22 59 10 117 14 141 18 32 4 54 20 54 12 86 +15 mins. 8 24 23 55 2 122 10 134 14 17 6 37 20 103 14 137 +30 mins. 13 39 25 77 21 93 25 139 15 22 3 40 15 84 11 110 +45 mins. 23 47 32 102 37 103 54 194 11 24 9 44 19 95 11 125 Total Volume 50 141 102 293 70 435 103 608 58 95 22 175 74 336 48 458 % App. Total 17.1 48.1 34.8 11.5 71.5 16.9 33.1 54.3 12.6 16.2 73.4 10.5 PHF .543 .750 .797 .718 .473 .891 .477 .784 .806 .742 .611 .810 .925 .816 .857 .836 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_CYP_Holder_Orange PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Holder Street
E/W: Orange Avenue
Weather: Clear
Groups Printed- Total Volume
Holder Street
Southbound
Orange Avenue
Westbound
Holder Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 12 28 22 62 9 78 20 107 10 32 6 48 23 101 13 137 354 04:15 PM 15 28 18 61 7 73 16 96 9 26 8 43 23 86 21 130 330 04:30 PM 13 28 16 57 6 96 12 114 16 44 7 67 28 85 17 130 368 04:45 PM 18 30 33 81 6 95 17 118 18 35 8 61 29 95 13 137 397 Total 58 114 89 261 28 342 65 435 53 137 29 219 103 367 64 534 1449 05:00 PM 11 28 36 75 9 76 18 103 10 48 11 69 18 101 10 129 376 05:15 PM 9 23 29 61 9 77 12 98 10 47 7 64 21 70 17 108 331 05:30 PM 10 19 28 57 10 77 16 103 12 36 8 56 35 83 10 128 344 05:45 PM 5 28 34 67 9 68 13 90 7 41 6 54 24 72 16 112 323 Total 35 98 127 260 37 298 59 394 39 172 32 243 98 326 53 477 1374 Grand Total 93 212 216 521 65 640 124 829 92 309 61 462 201 693 117 1011 2823 Apprch % 17.9 40.7 41.5 7.8 77.2 15 19.9 66.9 13.2 19.9 68.5 11.6 Total % 3.3 7.5 7.7 18.5 2.3 22.7 4.4 29.4 3.3 10.9 2.2 16.4 7.1 24.5 4.1 35.8 Holder Street
Southbound
Orange Avenue
Westbound
Holder Street
Northbound
Orange Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 13 28 16 57 6 96 12 114 16 44 7 67 28 85 17 130 368 04:45 PM 18 30 33 81 6 95 17 118 18 35 8 61 29 95 13 137 397 05:00 PM 11 28 36 75 9 76 18 103 10 48 11 69 18 101 10 129 376 05:15 PM 9 23 29 61 9 77 12 98 10 47 7 64 21 70 17 108 331 Total Volume 51 109 114 274 30 344 59 433 54 174 33 261 96 351 57 504 1472 % App. Total 18.6 39.8 41.6 6.9 79.4 13.6 20.7 66.7 12.6 19 69.6 11.3 PHF .708 .908 .792 .846 .833 .896 .819 .917 .750 .906 .750 .946 .828 .869 .838 .920 .927 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_CYP_Holder_Orange PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Holder Street
E/W: Orange Avenue
Weather: Clear
Holder Street
Orange Avenue
Orange Avenue
Holder Street
Right
114
Thru
109
Left
51 Out In Total
329 274 603
Right
59 Thru
344
Left
30 Out Total In
435 433 868
Left
54 Thru
174
Right
33 Out In Total
196 261 457
Left
96 Thru
351
Right
57 Total Out In
512 504 1016
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:00 PM 04:30 PM 04:00 PM
+0 mins. 15 28 18 61 9 78 20 107 16 44 7 67 23 101 13 137 +15 mins. 13 28 16 57 7 73 16 96 18 35 8 61 23 86 21 130 +30 mins. 18 30 33 81 6 96 12 114 10 48 11 69 28 85 17 130 +45 mins. 11 28 36 75 6 95 17 118 10 47 7 64 29 95 13 137 Total Volume 57 114 103 274 28 342 65 435 54 174 33 261 103 367 64 534 % App. Total 20.8 41.6 37.6 6.4 78.6 14.9 20.7 66.7 12.6 19.3 68.7 12 PHF .792 .950 .715 .846 .778 .891 .813 .922 .750 .906 .750 .946 .888 .908 .762 .974 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_CYP_Bloom_Ball AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Bloomfield Street
E/W: Ball Road
Weather: Clear
Groups Printed- Total Volume
Bloomfield Street
Southbound
Ball Road
Westbound
Bloomfield Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 13 80 13 106 10 38 31 79 18 125 6 149 14 29 3 46 380 07:15 AM 22 115 32 169 14 69 32 115 24 156 8 188 22 26 8 56 528 07:30 AM 29 145 82 256 18 96 26 140 28 153 12 193 38 45 6 89 678 07:45 AM 36 167 85 288 15 73 37 125 25 160 20 205 37 62 16 115 733 Total 100 507 212 819 57 276 126 459 95 594 46 735 111 162 33 306 2319 08:00 AM 18 109 36 163 21 81 41 143 27 126 24 177 31 47 15 93 576 08:15 AM 29 129 56 214 14 75 31 120 22 173 19 214 29 39 17 85 633 08:30 AM 30 103 36 169 28 54 42 124 34 136 35 205 35 62 13 110 608 08:45 AM 30 122 18 170 22 84 33 139 31 103 19 153 12 41 15 68 530 Total 107 463 146 716 85 294 147 526 114 538 97 749 107 189 60 356 2347 Grand Total 207 970 358 1535 142 570 273 985 209 1132 143 1484 218 351 93 662 4666 Apprch % 13.5 63.2 23.3 14.4 57.9 27.7 14.1 76.3 9.6 32.9 53 14 Total % 4.4 20.8 7.7 32.9 3 12.2 5.9 21.1 4.5 24.3 3.1 31.8 4.7 7.5 2 14.2 Bloomfield Street
Southbound
Ball Road
Westbound
Bloomfield Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 29 145 82 256 18 96 26 140 28 153 12 193 38 45 6 89 678 07:45 AM 36 167 85 288 15 73 37 125 25 160 20 205 37 62 16 115 733 08:00 AM 18 109 36 163 21 81 41 143 27 126 24 177 31 47 15 93 576 08:15 AM 29 129 56 214 14 75 31 120 22 173 19 214 29 39 17 85 633 Total Volume 112 550 259 921 68 325 135 528 102 612 75 789 135 193 54 382 2620 % App. Total 12.2 59.7 28.1 12.9 61.6 25.6 12.9 77.6 9.5 35.3 50.5 14.1 PHF .778 .823 .762 .799 .810 .846 .823 .923 .911 .884 .781 .922 .888 .778 .794 .830 .894 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_CYP_Bloom_Ball AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Bloomfield Street
E/W: Ball Road
Weather: Clear
Bloomfield Street
Ball Road
Ball Road
Bloomfield Street
Right
259
Thru
550
Left
112
Out In Total
882 921 1803
Right
135
Thru
325
Left
68 Out Total In
380 528 908
Left
102
Thru
612
Right
75 Out In Total
672 789 1461
Left
135
Thru
193
Right
54 Total Out In
686 382 1068
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:45 AM 07:45 AM
+0 mins. 29 145 82 256 18 96 26 140 25 160 20 205 37 62 16 115 +15 mins. 36 167 85 288 15 73 37 125 27 126 24 177 31 47 15 93 +30 mins. 18 109 36 163 21 81 41 143 22 173 19 214 29 39 17 85 +45 mins. 29 129 56 214 14 75 31 120 34 136 35 205 35 62 13 110 Total Volume 112 550 259 921 68 325 135 528 108 595 98 801 132 210 61 403 % App. Total 12.2 59.7 28.1 12.9 61.6 25.6 13.5 74.3 12.2 32.8 52.1 15.1 PHF .778 .823 .762 .799 .810 .846 .823 .923 .794 .860 .700 .936 .892 .847 .897 .876 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_CYP_Bloom_Ball PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Bloomfield Street
E/W: Ball Road
Weather: Clear
Groups Printed- Total Volume
Bloomfield Street
Southbound
Ball Road
Westbound
Bloomfield Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 65 186 28 279 27 66 27 120 31 131 17 179 45 106 22 173 751 04:15 PM 55 162 18 235 13 64 27 104 21 175 22 218 35 84 21 140 697 04:30 PM 52 153 14 219 19 50 33 102 33 143 24 200 36 121 28 185 706 04:45 PM 43 153 25 221 22 63 22 107 28 163 17 208 35 80 23 138 674 Total 215 654 85 954 81 243 109 433 113 612 80 805 151 391 94 636 2828 05:00 PM 44 171 27 242 13 58 33 104 24 163 20 207 47 108 33 188 741 05:15 PM 52 209 18 279 11 55 28 94 30 192 25 247 32 88 24 144 764 05:30 PM 43 171 29 243 21 65 35 121 28 153 19 200 23 86 31 140 704 05:45 PM 35 172 28 235 2 48 24 74 27 169 22 218 20 79 21 120 647 Total 174 723 102 999 47 226 120 393 109 677 86 872 122 361 109 592 2856 Grand Total 389 1377 187 1953 128 469 229 826 222 1289 166 1677 273 752 203 1228 5684 Apprch % 19.9 70.5 9.6 15.5 56.8 27.7 13.2 76.9 9.9 22.2 61.2 16.5 Total % 6.8 24.2 3.3 34.4 2.3 8.3 4 14.5 3.9 22.7 2.9 29.5 4.8 13.2 3.6 21.6 Bloomfield Street
Southbound
Ball Road
Westbound
Bloomfield Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 52 153 14 219 19 50 33 102 33 143 24 200 36 121 28 185 706 04:45 PM 43 153 25 221 22 63 22 107 28 163 17 208 35 80 23 138 674 05:00 PM 44 171 27 242 13 58 33 104 24 163 20 207 47 108 33 188 741 05:15 PM 52 209 18 279 11 55 28 94 30 192 25 247 32 88 24 144 764 Total Volume 191 686 84 961 65 226 116 407 115 661 86 862 150 397 108 655 2885 % App. Total 19.9 71.4 8.7 16 55.5 28.5 13.3 76.7 10 22.9 60.6 16.5 PHF .918 .821 .778 .861 .739 .897 .879 .951 .871 .861 .860 .872 .798 .820 .818 .871 .944 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_CYP_Bloom_Ball PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Bloomfield Street
E/W: Ball Road
Weather: Clear
Bloomfield Street
Ball Road
Ball Road
Bloomfield Street
Right
84 Thru
686
Left
191
Out In Total
927 961 1888
Right
116
Thru
226
Left
65 Out Total In
674 407 1081
Left
115
Thru
661
Right
86 Out In Total
859 862 1721
Left
150
Thru
397
Right
108
Total Out In
425 655 1080
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:00 PM 05:00 PM 04:30 PM
+0 mins. 44 171 27 242 27 66 27 120 24 163 20 207 36 121 28 185 +15 mins. 52 209 18 279 13 64 27 104 30 192 25 247 35 80 23 138 +30 mins. 43 171 29 243 19 50 33 102 28 153 19 200 47 108 33 188 +45 mins. 35 172 28 235 22 63 22 107 27 169 22 218 32 88 24 144 Total Volume 174 723 102 999 81 243 109 433 109 677 86 872 150 397 108 655 % App. Total 17.4 72.4 10.2 18.7 56.1 25.2 12.5 77.6 9.9 22.9 60.6 16.5 PHF .837 .865 .879 .895 .750 .920 .826 .902 .908 .882 .860 .883 .798 .820 .818 .871 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 11_CYP_Moody_Ball AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Moody Street
E/W: Ball Road
Weather: Clear
Groups Printed- Total Volume
Moody Street
Southbound
Ball Road
Westbound
Moody Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 14 71 20 105 6 97 18 121 8 37 7 52 16 112 7 135 413 07:15 AM 20 91 21 132 10 194 30 234 14 37 6 57 7 150 12 169 592 07:30 AM 31 103 29 163 16 239 33 288 32 62 10 104 15 165 11 191 746 07:45 AM 51 114 33 198 18 196 36 250 18 68 10 96 13 268 34 315 859 Total 116 379 103 598 50 726 117 893 72 204 33 309 51 695 64 810 2610 08:00 AM 46 152 49 247 18 169 52 239 16 57 24 97 25 220 27 272 855 08:15 AM 21 107 27 155 21 210 45 276 21 65 23 109 25 163 27 215 755 08:30 AM 21 108 32 161 17 171 19 207 9 56 14 79 21 105 12 138 585 08:45 AM 24 81 28 133 7 109 12 128 13 45 10 68 13 116 17 146 475 Total 112 448 136 696 63 659 128 850 59 223 71 353 84 604 83 771 2670 Grand Total 228 827 239 1294 113 1385 245 1743 131 427 104 662 135 1299 147 1581 5280 Apprch % 17.6 63.9 18.5 6.5 79.5 14.1 19.8 64.5 15.7 8.5 82.2 9.3 Total % 4.3 15.7 4.5 24.5 2.1 26.2 4.6 33 2.5 8.1 2 12.5 2.6 24.6 2.8 29.9 Moody Street
Southbound
Ball Road
Westbound
Moody Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 31 103 29 163 16 239 33 288 32 62 10 104 15 165 11 191 746 07:45 AM 51 114 33 198 18 196 36 250 18 68 10 96 13 268 34 315 859 08:00 AM 46 152 49 247 18 169 52 239 16 57 24 97 25 220 27 272 855 08:15 AM 21 107 27 155 21 210 45 276 21 65 23 109 25 163 27 215 755 Total Volume 149 476 138 763 73 814 166 1053 87 252 67 406 78 816 99 993 3215 % App. Total 19.5 62.4 18.1 6.9 77.3 15.8 21.4 62.1 16.5 7.9 82.2 10 PHF .730 .783 .704 .772 .869 .851 .798 .914 .680 .926 .698 .931 .780 .761 .728 .788 .936 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 11_CYP_Moody_Ball AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Moody Street
E/W: Ball Road
Weather: Clear
Moody Street
Ball Road
Ball Road
Moody Street
Right
138
Thru
476
Left
149
Out In Total
496 763 1259
Right
166
Thru
814
Left
73 Out Total In
1032 1053 2085
Left
87 Thru
252
Right
67 Out In Total
648 406 1054
Left
78 Thru
816
Right
99 Total Out In
1039 993 2032
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 31 103 29 163 16 239 33 288 32 62 10 104 15 165 11 191 +15 mins. 51 114 33 198 18 196 36 250 18 68 10 96 13 268 34 315 +30 mins. 46 152 49 247 18 169 52 239 16 57 24 97 25 220 27 272 +45 mins. 21 107 27 155 21 210 45 276 21 65 23 109 25 163 27 215 Total Volume 149 476 138 763 73 814 166 1053 87 252 67 406 78 816 99 993 % App. Total 19.5 62.4 18.1 6.9 77.3 15.8 21.4 62.1 16.5 7.9 82.2 10 PHF .730 .783 .704 .772 .869 .851 .798 .914 .680 .926 .698 .931 .780 .761 .728 .788 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 11_CYP_Moody_Ball PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Moody Street
E/W: Ball Road
Weather: Clear
Groups Printed- Total Volume
Moody Street
Southbound
Ball Road
Westbound
Moody Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 36 78 32 146 14 142 28 184 13 92 17 122 29 184 12 225 677 04:15 PM 25 73 27 125 13 197 33 243 11 72 18 101 25 184 17 226 695 04:30 PM 25 93 35 153 23 139 27 189 25 92 18 135 28 141 14 183 660 04:45 PM 27 76 26 129 18 185 25 228 13 79 13 105 34 199 12 245 707 Total 113 320 120 553 68 663 113 844 62 335 66 463 116 708 55 879 2739 05:00 PM 27 87 24 138 18 152 24 194 25 107 12 144 41 158 18 217 693 05:15 PM 21 74 24 119 18 172 35 225 22 79 11 112 37 177 11 225 681 05:30 PM 28 86 21 135 16 161 36 213 13 96 10 119 21 176 9 206 673 05:45 PM 22 67 26 115 17 168 48 233 19 67 10 96 32 188 10 230 674 Total 98 314 95 507 69 653 143 865 79 349 43 471 131 699 48 878 2721 Grand Total 211 634 215 1060 137 1316 256 1709 141 684 109 934 247 1407 103 1757 5460 Apprch % 19.9 59.8 20.3 8 77 15 15.1 73.2 11.7 14.1 80.1 5.9 Total % 3.9 11.6 3.9 19.4 2.5 24.1 4.7 31.3 2.6 12.5 2 17.1 4.5 25.8 1.9 32.2 Moody Street
Southbound
Ball Road
Westbound
Moody Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 25 73 27 125 13 197 33 243 11 72 18 101 25 184 17 226 695 04:30 PM 25 93 35 153 23 139 27 189 25 92 18 135 28 141 14 183 660 04:45 PM 27 76 26 129 18 185 25 228 13 79 13 105 34 199 12 245 707 05:00 PM 27 87 24 138 18 152 24 194 25 107 12 144 41 158 18 217 693 Total Volume 104 329 112 545 72 673 109 854 74 350 61 485 128 682 61 871 2755 % App. Total 19.1 60.4 20.6 8.4 78.8 12.8 15.3 72.2 12.6 14.7 78.3 7 PHF .963 .884 .800 .891 .783 .854 .826 .879 .740 .818 .847 .842 .780 .857 .847 .889 .974 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 11_CYP_Moody_Ball PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Moody Street
E/W: Ball Road
Weather: Clear
Moody Street
Ball Road
Ball Road
Moody Street
Right
112
Thru
329
Left
104
Out In Total
587 545 1132
Right
109
Thru
673
Left
72 Out Total In
847 854 1701
Left
74 Thru
350
Right
61 Out In Total
462 485 947
Left
128
Thru
682
Right
61 Total Out In
859 871 1730
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 05:00 PM 04:30 PM 04:45 PM
+0 mins. 36 78 32 146 18 152 24 194 25 92 18 135 34 199 12 245 +15 mins. 25 73 27 125 18 172 35 225 13 79 13 105 41 158 18 217 +30 mins. 25 93 35 153 16 161 36 213 25 107 12 144 37 177 11 225 +45 mins. 27 76 26 129 17 168 48 233 22 79 11 112 21 176 9 206 Total Volume 113 320 120 553 69 653 143 865 85 357 54 496 133 710 50 893 % App. Total 20.4 57.9 21.7 8 75.5 16.5 17.1 72 10.9 14.9 79.5 5.6 PHF .785 .860 .857 .904 .958 .949 .745 .928 .850 .834 .750 .861 .811 .892 .694 .911 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 12_CYP_Walker_Ball AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Walker Street
E/W: Ball Road
Weather: Clear
Groups Printed- Total Volume
Walker Street
Southbound
Ball Road
Westbound
Walker Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 23 105 10 138 8 114 19 141 11 45 13 69 6 108 14 128 476 07:15 AM 31 111 14 156 8 148 21 177 9 59 17 85 10 111 6 127 545 07:30 AM 21 123 12 156 27 214 18 259 16 50 17 83 12 170 29 211 709 07:45 AM 32 156 8 196 21 145 31 197 18 86 20 124 23 177 42 242 759 Total 107 495 44 646 64 621 89 774 54 240 67 361 51 566 91 708 2489 08:00 AM 38 145 15 198 41 230 47 318 24 83 25 132 20 203 50 273 921 08:15 AM 33 155 24 212 15 181 48 244 44 120 10 174 22 182 47 251 881 08:30 AM 21 98 21 140 19 172 27 218 14 69 19 102 21 179 26 226 686 08:45 AM 37 127 14 178 19 133 26 178 12 68 12 92 28 183 21 232 680 Total 129 525 74 728 94 716 148 958 94 340 66 500 91 747 144 982 3168 Grand Total 236 1020 118 1374 158 1337 237 1732 148 580 133 861 142 1313 235 1690 5657 Apprch % 17.2 74.2 8.6 9.1 77.2 13.7 17.2 67.4 15.4 8.4 77.7 13.9 Total % 4.2 18 2.1 24.3 2.8 23.6 4.2 30.6 2.6 10.3 2.4 15.2 2.5 23.2 4.2 29.9 Walker Street
Southbound
Ball Road
Westbound
Walker Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 21 123 12 156 27 214 18 259 16 50 17 83 12 170 29 211 709 07:45 AM 32 156 8 196 21 145 31 197 18 86 20 124 23 177 42 242 759 08:00 AM 38 145 15 198 41 230 47 318 24 83 25 132 20 203 50 273 921 08:15 AM 33 155 24 212 15 181 48 244 44 120 10 174 22 182 47 251 881 Total Volume 124 579 59 762 104 770 144 1018 102 339 72 513 77 732 168 977 3270 % App. Total 16.3 76 7.7 10.2 75.6 14.1 19.9 66.1 14 7.9 74.9 17.2 PHF .816 .928 .615 .899 .634 .837 .750 .800 .580 .706 .720 .737 .837 .901 .840 .895 .888 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 12_CYP_Walker_Ball AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Walker Street
E/W: Ball Road
Weather: Clear
Walker Street
Ball Road
Ball Road
Walker Street
Right
59 Thru
579
Left
124
Out In Total
560 762 1322
Right
144
Thru
770
Left
104
Out Total In
928 1018 1946
Left
102
Thru
339
Right
72 Out In Total
851 513 1364
Left
77 Thru
732
Right
168
Total Out In
931 977 1908
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:45 AM 07:45 AM
+0 mins. 21 123 12 156 27 214 18 259 18 86 20 124 23 177 42 242 +15 mins. 32 156 8 196 21 145 31 197 24 83 25 132 20 203 50 273 +30 mins. 38 145 15 198 41 230 47 318 44 120 10 174 22 182 47 251 +45 mins. 33 155 24 212 15 181 48 244 14 69 19 102 21 179 26 226 Total Volume 124 579 59 762 104 770 144 1018 100 358 74 532 86 741 165 992 % App. Total 16.3 76 7.7 10.2 75.6 14.1 18.8 67.3 13.9 8.7 74.7 16.6 PHF .816 .928 .615 .899 .634 .837 .750 .800 .568 .746 .740 .764 .935 .913 .825 .908 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 12_CYP_Walker_Ball PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Walker Street
E/W: Ball Road
Weather: Clear
Groups Printed- Total Volume
Walker Street
Southbound
Ball Road
Westbound
Walker Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 37 131 23 191 20 170 50 240 17 135 25 177 20 192 24 236 844 04:15 PM 36 98 21 155 12 169 32 213 17 164 18 199 17 151 27 195 762 04:30 PM 19 130 26 175 21 187 28 236 27 124 16 167 20 167 18 205 783 04:45 PM 40 145 23 208 29 156 38 223 17 153 24 194 22 133 14 169 794 Total 132 504 93 729 82 682 148 912 78 576 83 737 79 643 83 805 3183 05:00 PM 31 114 21 166 18 184 25 227 22 156 16 194 24 170 14 208 795 05:15 PM 42 138 16 196 21 171 39 231 20 188 22 230 28 162 21 211 868 05:30 PM 29 126 23 178 21 186 40 247 26 155 22 203 18 177 27 222 850 05:45 PM 43 142 22 207 29 157 33 219 17 148 14 179 18 144 19 181 786 Total 145 520 82 747 89 698 137 924 85 647 74 806 88 653 81 822 3299 Grand Total 277 1024 175 1476 171 1380 285 1836 163 1223 157 1543 167 1296 164 1627 6482 Apprch % 18.8 69.4 11.9 9.3 75.2 15.5 10.6 79.3 10.2 10.3 79.7 10.1 Total % 4.3 15.8 2.7 22.8 2.6 21.3 4.4 28.3 2.5 18.9 2.4 23.8 2.6 20 2.5 25.1 Walker Street
Southbound
Ball Road
Westbound
Walker Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 40 145 23 208 29 156 38 223 17 153 24 194 22 133 14 169 794 05:00 PM 31 114 21 166 18 184 25 227 22 156 16 194 24 170 14 208 795 05:15 PM 42 138 16 196 21 171 39 231 20 188 22 230 28 162 21 211 868 05:30 PM 29 126 23 178 21 186 40 247 26 155 22 203 18 177 27 222 850 Total Volume 142 523 83 748 89 697 142 928 85 652 84 821 92 642 76 810 3307 % App. Total 19 69.9 11.1 9.6 75.1 15.3 10.4 79.4 10.2 11.4 79.3 9.4 PHF .845 .902 .902 .899 .767 .937 .888 .939 .817 .867 .875 .892 .821 .907 .704 .912 .952 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 12_CYP_Walker_Ball PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Walker Street
E/W: Ball Road
Weather: Clear
Walker Street
Ball Road
Ball Road
Walker Street
Right
83 Thru
523
Left
142
Out In Total
886 748 1634
Right
142
Thru
697
Left
89 Out Total In
868 928 1796
Left
85 Thru
652
Right
84 Out In Total
688 821 1509
Left
92 Thru
642
Right
76 Total Out In
865 810 1675
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 05:00 PM
+0 mins. 40 145 23 208 29 156 38 223 17 153 24 194 24 170 14 208 +15 mins. 31 114 21 166 18 184 25 227 22 156 16 194 28 162 21 211 +30 mins. 42 138 16 196 21 171 39 231 20 188 22 230 18 177 27 222 +45 mins. 29 126 23 178 21 186 40 247 26 155 22 203 18 144 19 181 Total Volume 142 523 83 748 89 697 142 928 85 652 84 821 88 653 81 822 % App. Total 19 69.9 11.1 9.6 75.1 15.3 10.4 79.4 10.2 10.7 79.4 9.9 PHF .845 .902 .902 .899 .767 .937 .888 .939 .817 .867 .875 .892 .786 .922 .750 .926 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 13_CYP_Valley_Ball AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Valley View Street
E/W: Ball Road
Weather: Clear
Groups Printed- Total Volume
Valley View Street
Southbound
Ball Road
Westbound
Valley View Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 12 278 20 310 28 87 29 144 26 159 18 203 31 83 58 172 829 07:15 AM 30 248 55 333 49 103 40 192 42 200 15 257 44 105 42 191 973 07:30 AM 27 358 38 423 51 158 17 226 46 234 21 301 27 104 58 189 1139 07:45 AM 24 308 34 366 65 157 17 239 52 240 8 300 47 130 44 221 1126 Total 93 1192 147 1432 193 505 103 801 166 833 62 1061 149 422 202 773 4067 08:00 AM 30 296 32 358 74 184 28 286 58 221 28 307 36 138 41 215 1166 08:15 AM 30 276 22 328 74 179 29 282 49 199 24 272 62 184 43 289 1171 08:30 AM 35 309 27 371 48 113 17 178 36 209 22 267 47 123 39 209 1025 08:45 AM 59 268 33 360 39 107 59 205 33 214 22 269 72 136 38 246 1080 Total 154 1149 114 1417 235 583 133 951 176 843 96 1115 217 581 161 959 4442 Grand Total 247 2341 261 2849 428 1088 236 1752 342 1676 158 2176 366 1003 363 1732 8509 Apprch % 8.7 82.2 9.2 24.4 62.1 13.5 15.7 77 7.3 21.1 57.9 21 Total % 2.9 27.5 3.1 33.5 5 12.8 2.8 20.6 4 19.7 1.9 25.6 4.3 11.8 4.3 20.4 Valley View Street
Southbound
Ball Road
Westbound
Valley View Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 27 358 38 423 51 158 17 226 46 234 21 301 27 104 58 189 1139 07:45 AM 24 308 34 366 65 157 17 239 52 240 8 300 47 130 44 221 1126 08:00 AM 30 296 32 358 74 184 28 286 58 221 28 307 36 138 41 215 1166 08:15 AM 30 276 22 328 74 179 29 282 49 199 24 272 62 184 43 289 1171 Total Volume 111 1238 126 1475 264 678 91 1033 205 894 81 1180 172 556 186 914 4602 % App. Total 7.5 83.9 8.5 25.6 65.6 8.8 17.4 75.8 6.9 18.8 60.8 20.4 PHF .925 .865 .829 .872 .892 .921 .784 .903 .884 .931 .723 .961 .694 .755 .802 .791 .982 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 13_CYP_Valley_Ball AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Valley View Street
E/W: Ball Road
Weather: Clear
Valley View Street
Ball Road
Ball Road
Valley View Street
Right
126
Thru
1238
Left
111
Out In Total
1157 1475 2632
Right
91 Thru
678
Left
264
Out Total In
748 1033 1781
Left
205
Thru
894
Right
81 Out In Total
1688 1180 2868
Left
172
Thru
556
Right
186
Total Out In
1009 914 1923
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 07:30 AM 08:00 AM
+0 mins. 30 248 55 333 51 158 17 226 46 234 21 301 36 138 41 215 +15 mins. 27 358 38 423 65 157 17 239 52 240 8 300 62 184 43 289 +30 mins. 24 308 34 366 74 184 28 286 58 221 28 307 47 123 39 209 +45 mins. 30 296 32 358 74 179 29 282 49 199 24 272 72 136 38 246 Total Volume 111 1210 159 1480 264 678 91 1033 205 894 81 1180 217 581 161 959 % App. Total 7.5 81.8 10.7 25.6 65.6 8.8 17.4 75.8 6.9 22.6 60.6 16.8 PHF .925 .845 .723 .875 .892 .921 .784 .903 .884 .931 .723 .961 .753 .789 .936 .830 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 13_CYP_Valley_Ball PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Valley View Street
E/W: Ball Road
Weather: Clear
Groups Printed- Total Volume
Valley View Street
Southbound
Ball Road
Westbound
Valley View Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 49 245 36 330 44 127 27 198 72 299 41 412 34 168 55 257 1197 04:15 PM 44 253 34 331 52 138 23 213 63 318 39 420 66 156 45 267 1231 04:30 PM 34 288 40 362 48 103 38 189 75 361 37 473 47 126 32 205 1229 04:45 PM 51 283 61 395 40 116 34 190 61 327 36 424 53 144 47 244 1253 Total 178 1069 171 1418 184 484 122 790 271 1305 153 1729 200 594 179 973 4910 05:00 PM 39 299 53 391 52 104 35 191 65 436 38 539 55 138 34 227 1348 05:15 PM 41 269 43 353 43 125 34 202 59 343 46 448 48 177 54 279 1282 05:30 PM 40 285 46 371 34 113 26 173 77 402 42 521 46 152 42 240 1305 05:45 PM 30 264 50 344 38 105 24 167 69 325 40 434 57 164 39 260 1205 Total 150 1117 192 1459 167 447 119 733 270 1506 166 1942 206 631 169 1006 5140 Grand Total 328 2186 363 2877 351 931 241 1523 541 2811 319 3671 406 1225 348 1979 10050 Apprch % 11.4 76 12.6 23 61.1 15.8 14.7 76.6 8.7 20.5 61.9 17.6 Total % 3.3 21.8 3.6 28.6 3.5 9.3 2.4 15.2 5.4 28 3.2 36.5 4 12.2 3.5 19.7 Valley View Street
Southbound
Ball Road
Westbound
Valley View Street
Northbound
Ball Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 51 283 61 395 40 116 34 190 61 327 36 424 53 144 47 244 1253 05:00 PM 39 299 53 391 52 104 35 191 65 436 38 539 55 138 34 227 1348 05:15 PM 41 269 43 353 43 125 34 202 59 343 46 448 48 177 54 279 1282 05:30 PM 40 285 46 371 34 113 26 173 77 402 42 521 46 152 42 240 1305 Total Volume 171 1136 203 1510 169 458 129 756 262 1508 162 1932 202 611 177 990 5188 % App. Total 11.3 75.2 13.4 22.4 60.6 17.1 13.6 78.1 8.4 20.4 61.7 17.9 PHF .838 .950 .832 .956 .813 .916 .921 .936 .851 .865 .880 .896 .918 .863 .819 .887 .962 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 13_CYP_Valley_Ball PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Valley View Street
E/W: Ball Road
Weather: Clear
Valley View Street
Ball Road
Ball Road
Valley View Street
Right
203
Thru
1136
Left
171
Out In Total
1839 1510 3349
Right
129
Thru
458
Left
169
Out Total In
944 756 1700
Left
262
Thru
1508
Right
162
Out In Total
1482 1932 3414
Left
202
Thru
611
Right
177
Total Out In
923 990 1913
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:00 PM 05:00 PM 05:00 PM
+0 mins. 51 283 61 395 44 127 27 198 65 436 38 539 55 138 34 227 +15 mins. 39 299 53 391 52 138 23 213 59 343 46 448 48 177 54 279 +30 mins. 41 269 43 353 48 103 38 189 77 402 42 521 46 152 42 240 +45 mins. 40 285 46 371 40 116 34 190 69 325 40 434 57 164 39 260 Total Volume 171 1136 203 1510 184 484 122 790 270 1506 166 1942 206 631 169 1006 % App. Total 11.3 75.2 13.4 23.3 61.3 15.4 13.9 77.5 8.5 20.5 62.7 16.8 PHF .838 .950 .832 .956 .885 .877 .803 .927 .877 .864 .902 .901 .904 .891 .782 .901 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 14_CYP_Bloom_Cerritos AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Bloomfield Street
E/W: Cerritos Avenue
Weather: Clear
Groups Printed- Total Volume
Bloomfield Street
Southbound
Cerritos Avenue
Westbound
Bloomfield Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 6 64 27 97 27 117 6 150 12 21 11 44 8 118 21 147 438 07:15 AM 11 89 43 143 32 143 5 180 37 40 16 93 6 99 26 131 547 07:30 AM 16 151 41 208 58 232 15 305 69 68 31 168 9 133 75 217 898 07:45 AM 22 167 19 208 49 118 15 182 44 107 48 199 11 190 56 257 846 Total 55 471 130 656 166 610 41 817 162 236 106 504 34 540 178 752 2729 08:00 AM 21 108 22 151 35 153 16 204 38 84 45 167 13 166 20 199 721 08:15 AM 40 94 28 162 52 145 19 216 20 73 49 142 12 200 15 227 747 08:30 AM 51 89 23 163 34 181 34 249 29 68 41 138 19 145 21 185 735 08:45 AM 20 83 25 128 30 145 17 192 12 29 19 60 19 150 19 188 568 Total 132 374 98 604 151 624 86 861 99 254 154 507 63 661 75 799 2771 Grand Total 187 845 228 1260 317 1234 127 1678 261 490 260 1011 97 1201 253 1551 5500 Apprch % 14.8 67.1 18.1 18.9 73.5 7.6 25.8 48.5 25.7 6.3 77.4 16.3 Total % 3.4 15.4 4.1 22.9 5.8 22.4 2.3 30.5 4.7 8.9 4.7 18.4 1.8 21.8 4.6 28.2 Bloomfield Street
Southbound
Cerritos Avenue
Westbound
Bloomfield Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 16 151 41 208 58 232 15 305 69 68 31 168 9 133 75 217 898 07:45 AM 22 167 19 208 49 118 15 182 44 107 48 199 11 190 56 257 846 08:00 AM 21 108 22 151 35 153 16 204 38 84 45 167 13 166 20 199 721 08:15 AM 40 94 28 162 52 145 19 216 20 73 49 142 12 200 15 227 747 Total Volume 99 520 110 729 194 648 65 907 171 332 173 676 45 689 166 900 3212 % App. Total 13.6 71.3 15.1 21.4 71.4 7.2 25.3 49.1 25.6 5 76.6 18.4 PHF .619 .778 .671 .876 .836 .698 .855 .743 .620 .776 .883 .849 .865 .861 .553 .875 .894 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 14_CYP_Bloom_Cerritos AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Bloomfield Street
E/W: Cerritos Avenue
Weather: Clear
Bloomfield Street
Cerritos Avenue
Cerritos Avenue
Bloomfield Street
Right
110
Thru
520
Left
99 Out In Total
442 729 1171
Right
65 Thru
648
Left
194
Out Total In
961 907 1868
Left
171
Thru
332
Right
173
Out In Total
880 676 1556
Left
45 Thru
689
Right
166
Total Out In
929 900 1829
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 16 151 41 208 58 232 15 305 69 68 31 168 9 133 75 217 +15 mins. 22 167 19 208 49 118 15 182 44 107 48 199 11 190 56 257 +30 mins. 21 108 22 151 35 153 16 204 38 84 45 167 13 166 20 199 +45 mins. 40 94 28 162 52 145 19 216 20 73 49 142 12 200 15 227 Total Volume 99 520 110 729 194 648 65 907 171 332 173 676 45 689 166 900 % App. Total 13.6 71.3 15.1 21.4 71.4 7.2 25.3 49.1 25.6 5 76.6 18.4 PHF .619 .778 .671 .876 .836 .698 .855 .743 .620 .776 .883 .849 .865 .861 .553 .875 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 14_CYP_Bloom_Cerritos PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Bloomfield Street
E/W: Cerritos Avenue
Weather: Clear
Groups Printed- Total Volume
Bloomfield Street
Southbound
Cerritos Avenue
Westbound
Bloomfield Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 16 77 18 111 22 167 34 223 21 123 34 178 36 186 18 240 752 04:15 PM 18 82 18 118 25 178 27 230 15 103 25 143 34 198 13 245 736 04:30 PM 20 55 19 94 23 186 30 239 18 103 36 157 32 212 16 260 750 04:45 PM 13 76 55 144 24 152 26 202 30 100 19 149 33 218 26 277 772 Total 67 290 110 467 94 683 117 894 84 429 114 627 135 814 73 1022 3010 05:00 PM 15 75 21 111 19 169 37 225 14 126 45 185 41 195 23 259 780 05:15 PM 24 63 22 109 24 195 32 251 19 95 24 138 34 226 26 286 784 05:30 PM 15 61 30 106 22 151 23 196 16 76 31 123 34 178 24 236 661 05:45 PM 10 61 22 93 27 167 25 219 9 76 24 109 31 170 45 246 667 Total 64 260 95 419 92 682 117 891 58 373 124 555 140 769 118 1027 2892 Grand Total 131 550 205 886 186 1365 234 1785 142 802 238 1182 275 1583 191 2049 5902 Apprch % 14.8 62.1 23.1 10.4 76.5 13.1 12 67.9 20.1 13.4 77.3 9.3 Total % 2.2 9.3 3.5 15 3.2 23.1 4 30.2 2.4 13.6 4 20 4.7 26.8 3.2 34.7 Bloomfield Street
Southbound
Cerritos Avenue
Westbound
Bloomfield Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 20 55 19 94 23 186 30 239 18 103 36 157 32 212 16 260 750 04:45 PM 13 76 55 144 24 152 26 202 30 100 19 149 33 218 26 277 772 05:00 PM 15 75 21 111 19 169 37 225 14 126 45 185 41 195 23 259 780 05:15 PM 24 63 22 109 24 195 32 251 19 95 24 138 34 226 26 286 784 Total Volume 72 269 117 458 90 702 125 917 81 424 124 629 140 851 91 1082 3086 % App. Total 15.7 58.7 25.5 9.8 76.6 13.6 12.9 67.4 19.7 12.9 78.7 8.4 PHF .750 .885 .532 .795 .938 .900 .845 .913 .675 .841 .689 .850 .854 .941 .875 .946 .984 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 14_CYP_Bloom_Cerritos PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Bloomfield Street
E/W: Cerritos Avenue
Weather: Clear
Bloomfield Street
Cerritos Avenue
Cerritos Avenue
Bloomfield Street
Right
117
Thru
269
Left
72 Out In Total
689 458 1147
Right
125
Thru
702
Left
90 Out Total In
1047 917 1964
Left
81 Thru
424
Right
124
Out In Total
450 629 1079
Left
140
Thru
851
Right
91 Total Out In
900 1082 1982
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:30 PM 04:15 PM 04:30 PM
+0 mins. 13 76 55 144 23 186 30 239 15 103 25 143 32 212 16 260 +15 mins. 15 75 21 111 24 152 26 202 18 103 36 157 33 218 26 277 +30 mins. 24 63 22 109 19 169 37 225 30 100 19 149 41 195 23 259 +45 mins. 15 61 30 106 24 195 32 251 14 126 45 185 34 226 26 286 Total Volume 67 275 128 470 90 702 125 917 77 432 125 634 140 851 91 1082 % App. Total 14.3 58.5 27.2 9.8 76.6 13.6 12.1 68.1 19.7 12.9 78.7 8.4 PHF .698 .905 .582 .816 .938 .900 .845 .913 .642 .857 .694 .857 .854 .941 .875 .946 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 15_CYP_Denni_Cerritos AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Denni Street/Lexington Drive
E/W: Cerritos Avenue
Weather: Clear
Groups Printed- Total Volume
Denni Street
Southbound
Cerritos Avenue
Westbound
Lexington Drive
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 15 9 20 44 18 141 9 168 4 3 5 12 7 102 13 122 346 07:15 AM 21 12 21 54 15 175 15 205 9 6 7 22 5 95 10 110 391 07:30 AM 21 20 28 69 23 227 12 262 8 10 9 27 10 136 14 160 518 07:45 AM 34 28 25 87 27 135 35 197 16 17 9 42 17 167 17 201 527 Total 91 69 94 254 83 678 71 832 37 36 30 103 39 500 54 593 1782 08:00 AM 31 20 44 95 20 170 42 232 5 20 10 35 22 156 14 192 554 08:15 AM 36 26 42 104 16 168 41 225 8 21 5 34 28 174 14 216 579 08:30 AM 31 18 42 91 11 156 29 196 9 8 10 27 27 141 29 197 511 08:45 AM 34 20 26 80 13 165 22 200 3 11 11 25 6 171 5 182 487 Total 132 84 154 370 60 659 134 853 25 60 36 121 83 642 62 787 2131 Grand Total 223 153 248 624 143 1337 205 1685 62 96 66 224 122 1142 116 1380 3913 Apprch % 35.7 24.5 39.7 8.5 79.3 12.2 27.7 42.9 29.5 8.8 82.8 8.4 Total % 5.7 3.9 6.3 15.9 3.7 34.2 5.2 43.1 1.6 2.5 1.7 5.7 3.1 29.2 3 35.3 Denni Street
Southbound
Cerritos Avenue
Westbound
Lexington Drive
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 21 20 28 69 23 227 12 262 8 10 9 27 10 136 14 160 518 07:45 AM 34 28 25 87 27 135 35 197 16 17 9 42 17 167 17 201 527 08:00 AM 31 20 44 95 20 170 42 232 5 20 10 35 22 156 14 192 554 08:15 AM 36 26 42 104 16 168 41 225 8 21 5 34 28 174 14 216 579 Total Volume 122 94 139 355 86 700 130 916 37 68 33 138 77 633 59 769 2178 % App. Total 34.4 26.5 39.2 9.4 76.4 14.2 26.8 49.3 23.9 10 82.3 7.7 PHF .847 .839 .790 .853 .796 .771 .774 .874 .578 .810 .825 .821 .688 .909 .868 .890 .940 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 15_CYP_Denni_Cerritos AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Denni Street/Lexington Drive
E/W: Cerritos Avenue
Weather: Clear
Denni Street
Cerritos Avenue
Cerritos Avenue
Lexington Drive
Right
139
Thru
94 Left
122
Out In Total
275 355 630
Right
130
Thru
700
Left
86 Out Total In
788 916 1704
Left
37 Thru
68 Right
33 Out In Total
239 138 377
Left
77 Thru
633
Right
59 Total Out In
876 769 1645
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:30 AM 07:30 AM 07:45 AM
+0 mins. 34 28 25 87 23 227 12 262 8 10 9 27 17 167 17 201 +15 mins. 31 20 44 95 27 135 35 197 16 17 9 42 22 156 14 192 +30 mins. 36 26 42 104 20 170 42 232 5 20 10 35 28 174 14 216 +45 mins. 31 18 42 91 16 168 41 225 8 21 5 34 27 141 29 197 Total Volume 132 92 153 377 86 700 130 916 37 68 33 138 94 638 74 806 % App. Total 35 24.4 40.6 9.4 76.4 14.2 26.8 49.3 23.9 11.7 79.2 9.2 PHF .917 .821 .869 .906 .796 .771 .774 .874 .578 .810 .825 .821 .839 .917 .638 .933 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 15_CYP_Denni_Cerritos PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Denni Street/Lexington Drive
E/W: Cerritos Avenue
Weather: Clear
Groups Printed- Total Volume
Denni Street
Southbound
Cerritos Avenue
Westbound
Lexington Drive
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 21 10 20 51 8 176 24 208 12 26 30 68 25 223 5 253 580 04:15 PM 23 15 23 61 19 170 30 219 9 22 22 53 22 222 4 248 581 04:30 PM 27 17 16 60 13 158 28 199 11 32 24 67 29 218 6 253 579 04:45 PM 20 13 15 48 11 188 29 228 6 25 22 53 26 224 6 256 585 Total 91 55 74 220 51 692 111 854 38 105 98 241 102 887 21 1010 2325 05:00 PM 27 4 16 47 14 207 21 242 6 27 24 57 28 220 7 255 601 05:15 PM 22 13 21 56 7 182 35 224 13 36 14 63 20 226 9 255 598 05:30 PM 18 18 25 61 16 166 28 210 12 36 21 69 29 210 12 251 591 05:45 PM 19 15 17 51 12 167 32 211 6 23 12 41 27 157 11 195 498 Total 86 50 79 215 49 722 116 887 37 122 71 230 104 813 39 956 2288 Grand Total 177 105 153 435 100 1414 227 1741 75 227 169 471 206 1700 60 1966 4613 Apprch % 40.7 24.1 35.2 5.7 81.2 13 15.9 48.2 35.9 10.5 86.5 3.1 Total % 3.8 2.3 3.3 9.4 2.2 30.7 4.9 37.7 1.6 4.9 3.7 10.2 4.5 36.9 1.3 42.6 Denni Street
Southbound
Cerritos Avenue
Westbound
Lexington Drive
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 20 13 15 48 11 188 29 228 6 25 22 53 26 224 6 256 585 05:00 PM 27 4 16 47 14 207 21 242 6 27 24 57 28 220 7 255 601 05:15 PM 22 13 21 56 7 182 35 224 13 36 14 63 20 226 9 255 598 05:30 PM 18 18 25 61 16 166 28 210 12 36 21 69 29 210 12 251 591 Total Volume 87 48 77 212 48 743 113 904 37 124 81 242 103 880 34 1017 2375 % App. Total 41 22.6 36.3 5.3 82.2 12.5 15.3 51.2 33.5 10.1 86.5 3.3 PHF .806 .667 .770 .869 .750 .897 .807 .934 .712 .861 .844 .877 .888 .973 .708 .993 .988 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 15_CYP_Denni_Cerritos PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Denni Street/Lexington Drive
E/W: Cerritos Avenue
Weather: Clear
Denni Street
Cerritos Avenue
Cerritos Avenue
Lexington Drive
Right
77 Thru
48 Left
87 Out In Total
340 212 552
Right
113
Thru
743
Left
48 Out Total In
1048 904 1952
Left
37 Thru
124
Right
81 Out In Total
130 242 372
Left
103
Thru
880
Right
34 Total Out In
857 1017 1874
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:45 PM 04:30 PM
+0 mins. 21 10 20 51 11 188 29 228 6 25 22 53 29 218 6 253 +15 mins. 23 15 23 61 14 207 21 242 6 27 24 57 26 224 6 256 +30 mins. 27 17 16 60 7 182 35 224 13 36 14 63 28 220 7 255 +45 mins. 20 13 15 48 16 166 28 210 12 36 21 69 20 226 9 255 Total Volume 91 55 74 220 48 743 113 904 37 124 81 242 103 888 28 1019 % App. Total 41.4 25 33.6 5.3 82.2 12.5 15.3 51.2 33.5 10.1 87.1 2.7 PHF .843 .809 .804 .902 .750 .897 .807 .934 .712 .861 .844 .877 .888 .982 .778 .995 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 16_CYP_Moody_Cerritos AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Moody Street
E/W: Cerritos Avenue
Weather: Clear
Groups Printed- Total Volume
Moody Street
Southbound
Cerritos Avenue
Westbound
Moody Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 70 0 35 105 0 125 19 144 0 0 0 0 16 104 0 120 369 07:15 AM 56 0 34 90 0 195 26 221 1 0 1 2 12 123 0 135 448 07:30 AM 82 0 50 132 0 195 33 228 0 0 0 0 22 142 0 164 524 07:45 AM 100 0 53 153 1 167 37 205 0 0 0 0 20 197 0 217 575 Total 308 0 172 480 1 682 115 798 1 0 1 2 70 566 0 636 1916 08:00 AM 102 0 68 170 0 166 41 207 0 1 0 1 16 194 0 210 588 08:15 AM 107 1 46 154 0 170 49 219 0 0 0 0 10 180 1 191 564 08:30 AM 79 1 36 116 0 170 37 207 0 0 0 0 21 179 1 201 524 08:45 AM 61 1 46 108 1 152 22 175 0 0 0 0 24 198 0 222 505 Total 349 3 196 548 1 658 149 808 0 1 0 1 71 751 2 824 2181 Grand Total 657 3 368 1028 2 1340 264 1606 1 1 1 3 141 1317 2 1460 4097 Apprch % 63.9 0.3 35.8 0.1 83.4 16.4 33.3 33.3 33.3 9.7 90.2 0.1 Total % 16 0.1 9 25.1 0 32.7 6.4 39.2 0 0 0 0.1 3.4 32.1 0 35.6 Moody Street
Southbound
Cerritos Avenue
Westbound
Moody Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 82 0 50 132 0 195 33 228 0 0 0 0 22 142 0 164 524 07:45 AM 100 0 53 153 1 167 37 205 0 0 0 0 20 197 0 217 575 08:00 AM 102 0 68 170 0 166 41 207 0 1 0 1 16 194 0 210 588 08:15 AM 107 1 46 154 0 170 49 219 0 0 0 0 10 180 1 191 564 Total Volume 391 1 217 609 1 698 160 859 0 1 0 1 68 713 1 782 2251 % App. Total 64.2 0.2 35.6 0.1 81.3 18.6 0 100 0 8.7 91.2 0.1 PHF .914 .250 .798 .896 .250 .895 .816 .942 .000 .250 .000 .250 .773 .905 .250 .901 .957 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 16_CYP_Moody_Cerritos AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Moody Street
E/W: Cerritos Avenue
Weather: Clear
Moody Street
Cerritos Avenue
Cerritos Avenue
Moody Street
Right
217
Thru
1 Left
391
Out In Total
229 609 838
Right
160
Thru
698
Left
1 Out Total In
1104 859 1963
Left
0 Thru
1 Right
0 Out In Total
3 1 4
Left
68 Thru
713
Right
1 Total Out In
915 782 1697
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:15 AM 08:00 AM
+0 mins. 82 0 50 132 0 195 26 221 1 0 1 2 16 194 0 210
+15 mins. 100 0 53 153 0 195 33 228 0 0 0 0 10 180 1 191 +30 mins. 102 0 68 170 1 167 37 205 0 0 0 0 21 179 1 201 +45 mins. 107 1 46 154 0 166 41 207 0 1 0 1 24 198 0 222 Total Volume 391 1 217 609 1 723 137 861 1 1 1 3 71 751 2 824 % App. Total 64.2 0.2 35.6 0.1 84 15.9 33.3 33.3 33.3 8.6 91.1 0.2 PHF .914 .250 .798 .896 .250 .927 .835 .944 .250 .250 .250 .375 .740 .948 .500 .928 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 16_CYP_Moody_Cerritos PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Moody Street
E/W: Cerritos Avenue
Weather: Clear
Groups Printed- Total Volume
Moody Street
Southbound
Cerritos Avenue
Westbound
Moody Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 72 0 26 98 1 178 64 243 1 0 0 1 31 235 0 266 608 04:15 PM 54 0 37 91 0 168 69 237 0 0 0 0 49 199 0 248 576 04:30 PM 57 0 35 92 0 169 70 239 0 0 0 0 43 250 0 293 624 04:45 PM 48 0 35 83 0 203 67 270 0 0 0 0 48 202 0 250 603 Total 231 0 133 364 1 718 270 989 1 0 0 1 171 886 0 1057 2411 05:00 PM 59 0 31 90 0 202 87 289 2 1 0 3 45 226 1 272 654 05:15 PM 64 0 41 105 1 200 80 281 0 0 0 0 44 240 0 284 670 05:30 PM 76 0 32 108 0 186 63 249 1 1 0 2 38 195 3 236 595 05:45 PM 54 0 41 95 1 196 75 272 0 0 1 1 42 168 0 210 578 Total 253 0 145 398 2 784 305 1091 3 2 1 6 169 829 4 1002 2497 Grand Total 484 0 278 762 3 1502 575 2080 4 2 1 7 340 1715 4 2059 4908 Apprch % 63.5 0 36.5 0.1 72.2 27.6 57.1 28.6 14.3 16.5 83.3 0.2 Total % 9.9 0 5.7 15.5 0.1 30.6 11.7 42.4 0.1 0 0 0.1 6.9 34.9 0.1 42 Moody Street
Southbound
Cerritos Avenue
Westbound
Moody Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 57 0 35 92 0 169 70 239 0 0 0 0 43 250 0 293 624 04:45 PM 48 0 35 83 0 203 67 270 0 0 0 0 48 202 0 250 603 05:00 PM 59 0 31 90 0 202 87 289 2 1 0 3 45 226 1 272 654 05:15 PM 64 0 41 105 1 200 80 281 0 0 0 0 44 240 0 284 670 Total Volume 228 0 142 370 1 774 304 1079 2 1 0 3 180 918 1 1099 2551 % App. Total 61.6 0 38.4 0.1 71.7 28.2 66.7 33.3 0 16.4 83.5 0.1 PHF .891 .000 .866 .881 .250 .953 .874 .933 .250 .250 .000 .250 .938 .918 .250 .938 .952 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 16_CYP_Moody_Cerritos PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Moody Street
E/W: Cerritos Avenue
Weather: Clear
Moody Street
Cerritos Avenue
Cerritos Avenue
Moody Street
Right
142
Thru
0 Left
228
Out In Total
485 370 855
Right
304
Thru
774
Left
1 Out Total In
1146 1079 2225
Left
2 Thru
1 Right
0 Out In Total
2 3 5
Left
180
Thru
918
Right
1 Total Out In
918 1099 2017
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 04:30 PM
+0 mins. 59 0 31 90 0 202 87 289 2 1 0 3 43 250 0 293
+15 mins. 64 0 41 105 1 200 80 281 0 0 0 0 48 202 0 250 +30 mins. 76 0 32 108 0 186 63 249 1 1 0 2 45 226 1 272 +45 mins. 54 0 41 95 1 196 75 272 0 0 1 1 44 240 0 284
Total Volume 253 0 145 398 2 784 305 1091 3 2 1 6 180 918 1 1099 % App. Total 63.6 0 36.4 0.2 71.9 28 50 33.3 16.7 16.4 83.5 0.1 PHF .832 .000 .884 .921 .500 .970 .876 .944 .375 .500 .250 .500 .938 .918 .250 .938 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 17_CYP_Walker_Cerritos AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Walker Street
E/W: Cerritos Avenue
Weather: Clear
Groups Printed- Total Volume
Walker Street
Southbound
Cerritos Avenue
Westbound
Walker Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 22 108 9 139 9 120 12 141 16 35 17 68 4 131 46 181 529 07:15 AM 21 86 11 118 22 193 12 227 17 43 13 73 1 133 49 183 601 07:30 AM 32 146 12 190 24 187 16 227 25 54 15 94 2 136 78 216 727 07:45 AM 26 141 9 176 25 176 32 233 19 44 13 76 7 201 88 296 781 Total 101 481 41 623 80 676 72 828 77 176 58 311 14 601 261 876 2638 08:00 AM 41 148 11 200 15 169 24 208 25 81 18 124 7 213 69 289 821 08:15 AM 31 129 9 169 21 202 37 260 29 59 15 103 11 217 52 280 812 08:30 AM 27 131 10 168 20 165 19 204 27 57 13 97 5 192 61 258 727 08:45 AM 25 99 10 134 25 161 19 205 16 35 20 71 4 168 74 246 656 Total 124 507 40 671 81 697 99 877 97 232 66 395 27 790 256 1073 3016 Grand Total 225 988 81 1294 161 1373 171 1705 174 408 124 706 41 1391 517 1949 5654 Apprch % 17.4 76.4 6.3 9.4 80.5 10 24.6 57.8 17.6 2.1 71.4 26.5 Total % 4 17.5 1.4 22.9 2.8 24.3 3 30.2 3.1 7.2 2.2 12.5 0.7 24.6 9.1 34.5 Walker Street
Southbound
Cerritos Avenue
Westbound
Walker Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 32 146 12 190 24 187 16 227 25 54 15 94 2 136 78 216 727 07:45 AM 26 141 9 176 25 176 32 233 19 44 13 76 7 201 88 296 781 08:00 AM 41 148 11 200 15 169 24 208 25 81 18 124 7 213 69 289 821 08:15 AM 31 129 9 169 21 202 37 260 29 59 15 103 11 217 52 280 812 Total Volume 130 564 41 735 85 734 109 928 98 238 61 397 27 767 287 1081 3141 % App. Total 17.7 76.7 5.6 9.2 79.1 11.7 24.7 59.9 15.4 2.5 71 26.5 PHF .793 .953 .854 .919 .850 .908 .736 .892 .845 .735 .847 .800 .614 .884 .815 .913 .956 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 17_CYP_Walker_Cerritos AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Walker Street
E/W: Cerritos Avenue
Weather: Clear
Walker Street
Cerritos Avenue
Cerritos Avenue
Walker Street
Right
41 Thru
564
Left
130
Out In Total
374 735 1109
Right
109
Thru
734
Left
85 Out Total In
958 928 1886
Left
98 Thru
238
Right
61 Out In Total
936 397 1333
Left
27 Thru
767
Right
287
Total Out In
873 1081 1954
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:45 AM 07:45 AM
+0 mins. 32 146 12 190 24 187 16 227 19 44 13 76 7 201 88 296 +15 mins. 26 141 9 176 25 176 32 233 25 81 18 124 7 213 69 289 +30 mins. 41 148 11 200 15 169 24 208 29 59 15 103 11 217 52 280 +45 mins. 31 129 9 169 21 202 37 260 27 57 13 97 5 192 61 258 Total Volume 130 564 41 735 85 734 109 928 100 241 59 400 30 823 270 1123 % App. Total 17.7 76.7 5.6 9.2 79.1 11.7 25 60.2 14.8 2.7 73.3 24 PHF .793 .953 .854 .919 .850 .908 .736 .892 .862 .744 .819 .806 .682 .948 .767 .948 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 17_CYP_Walker_Cerritos PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Walker Street
E/W: Cerritos Avenue
Weather: Clear
Groups Printed- Total Volume
Walker Street
Southbound
Cerritos Avenue
Westbound
Walker Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 40 112 12 164 21 166 34 221 69 144 40 253 15 221 57 293 931 04:15 PM 19 90 10 119 15 183 30 228 44 121 35 200 13 215 48 276 823 04:30 PM 33 108 8 149 24 179 32 235 61 125 32 218 12 220 42 274 876 04:45 PM 29 115 12 156 24 199 29 252 53 133 36 222 11 198 51 260 890 Total 121 425 42 588 84 727 125 936 227 523 143 893 51 854 198 1103 3520 05:00 PM 26 106 24 156 16 183 35 234 88 144 49 281 26 220 54 300 971 05:15 PM 32 95 11 138 28 215 41 284 52 142 41 235 22 212 53 287 944 05:30 PM 23 112 21 156 26 173 43 242 65 148 34 247 18 194 56 268 913 05:45 PM 24 106 19 149 18 189 27 234 59 117 31 207 10 177 43 230 820 Total 105 419 75 599 88 760 146 994 264 551 155 970 76 803 206 1085 3648 Grand Total 226 844 117 1187 172 1487 271 1930 491 1074 298 1863 127 1657 404 2188 7168 Apprch % 19 71.1 9.9 8.9 77 14 26.4 57.6 16 5.8 75.7 18.5 Total % 3.2 11.8 1.6 16.6 2.4 20.7 3.8 26.9 6.8 15 4.2 26 1.8 23.1 5.6 30.5 Walker Street
Southbound
Cerritos Avenue
Westbound
Walker Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 29 115 12 156 24 199 29 252 53 133 36 222 11 198 51 260 890 05:00 PM 26 106 24 156 16 183 35 234 88 144 49 281 26 220 54 300 971 05:15 PM 32 95 11 138 28 215 41 284 52 142 41 235 22 212 53 287 944 05:30 PM 23 112 21 156 26 173 43 242 65 148 34 247 18 194 56 268 913 Total Volume 110 428 68 606 94 770 148 1012 258 567 160 985 77 824 214 1115 3718 % App. Total 18.2 70.6 11.2 9.3 76.1 14.6 26.2 57.6 16.2 6.9 73.9 19.2 PHF .859 .930 .708 .971 .839 .895 .860 .891 .733 .958 .816 .876 .740 .936 .955 .929 .957 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 17_CYP_Walker_Cerritos PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Walker Street
E/W: Cerritos Avenue
Weather: Clear
Walker Street
Cerritos Avenue
Cerritos Avenue
Walker Street
Right
68 Thru
428
Left
110
Out In Total
792 606 1398
Right
148
Thru
770
Left
94 Out Total In
1094 1012 2106
Left
258
Thru
567
Right
160
Out In Total
736 985 1721
Left
77 Thru
824
Right
214
Total Out In
1096 1115 2211
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:30 PM
+0 mins. 29 115 12 156 24 199 29 252 53 133 36 222 12 220 42 274 +15 mins. 26 106 24 156 16 183 35 234 88 144 49 281 11 198 51 260 +30 mins. 32 95 11 138 28 215 41 284 52 142 41 235 26 220 54 300 +45 mins. 23 112 21 156 26 173 43 242 65 148 34 247 22 212 53 287 Total Volume 110 428 68 606 94 770 148 1012 258 567 160 985 71 850 200 1121 % App. Total 18.2 70.6 11.2 9.3 76.1 14.6 26.2 57.6 16.2 6.3 75.8 17.8 PHF .859 .930 .708 .971 .839 .895 .860 .891 .733 .958 .816 .876 .683 .966 .926 .934 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 18_CYP_Valley_Cerritos AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Valley View Street
E/W: Cerritos Avenue
Weather: Clear
Groups Printed- Total Volume
Valley View Street
Southbound
Cerritos Avenue
Westbound
Valley View Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 40 264 16 320 20 87 18 125 30 165 8 203 17 75 64 156 804 07:15 AM 52 281 22 355 19 125 28 172 61 220 8 289 25 68 45 138 954 07:30 AM 52 324 21 397 38 139 20 197 43 221 16 280 29 75 60 164 1038 07:45 AM 67 368 29 464 35 106 20 161 61 268 9 338 25 80 73 178 1141 Total 211 1237 88 1536 112 457 86 655 195 874 41 1110 96 298 242 636 3937 08:00 AM 68 239 19 326 26 154 41 221 45 249 7 301 29 128 83 240 1088 08:15 AM 80 336 36 452 22 113 26 161 50 217 14 281 34 121 73 228 1122 08:30 AM 60 249 21 330 27 112 32 171 48 171 12 231 31 125 73 229 961 08:45 AM 53 264 25 342 21 109 29 159 44 241 13 298 31 73 55 159 958 Total 261 1088 101 1450 96 488 128 712 187 878 46 1111 125 447 284 856 4129 Grand Total 472 2325 189 2986 208 945 214 1367 382 1752 87 2221 221 745 526 1492 8066 Apprch % 15.8 77.9 6.3 15.2 69.1 15.7 17.2 78.9 3.9 14.8 49.9 35.3 Total % 5.9 28.8 2.3 37 2.6 11.7 2.7 16.9 4.7 21.7 1.1 27.5 2.7 9.2 6.5 18.5 Valley View Street
Southbound
Cerritos Avenue
Westbound
Valley View Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 52 324 21 397 38 139 20 197 43 221 16 280 29 75 60 164 1038 07:45 AM 67 368 29 464 35 106 20 161 61 268 9 338 25 80 73 178 1141 08:00 AM 68 239 19 326 26 154 41 221 45 249 7 301 29 128 83 240 1088 08:15 AM 80 336 36 452 22 113 26 161 50 217 14 281 34 121 73 228 1122 Total Volume 267 1267 105 1639 121 512 107 740 199 955 46 1200 117 404 289 810 4389 % App. Total 16.3 77.3 6.4 16.4 69.2 14.5 16.6 79.6 3.8 14.4 49.9 35.7 PHF .834 .861 .729 .883 .796 .831 .652 .837 .816 .891 .719 .888 .860 .789 .870 .844 .962 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 18_CYP_Valley_Cerritos AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Valley View Street
E/W: Cerritos Avenue
Weather: Clear
Valley View Street
Cerritos Avenue
Cerritos Avenue
Valley View Street
Right
105
Thru
1267
Left
267
Out In Total
1179 1639 2818
Right
107
Thru
512
Left
121
Out Total In
717 740 1457
Left
199
Thru
955
Right
46 Out In Total
1677 1200 2877
Left
117
Thru
404
Right
289
Total Out In
816 810 1626
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:15 AM 07:45 AM
+0 mins. 52 324 21 397 19 125 28 172 61 220 8 289 25 80 73 178 +15 mins. 67 368 29 464 38 139 20 197 43 221 16 280 29 128 83 240 +30 mins. 68 239 19 326 35 106 20 161 61 268 9 338 34 121 73 228 +45 mins. 80 336 36 452 26 154 41 221 45 249 7 301 31 125 73 229 Total Volume 267 1267 105 1639 118 524 109 751 210 958 40 1208 119 454 302 875 % App. Total 16.3 77.3 6.4 15.7 69.8 14.5 17.4 79.3 3.3 13.6 51.9 34.5 PHF .834 .861 .729 .883 .776 .851 .665 .850 .861 .894 .625 .893 .875 .887 .910 .911 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 18_CYP_Valley_Cerritos PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Valley View Street
E/W: Cerritos Avenue
Weather: Clear
Groups Printed- Total Volume
Valley View Street
Southbound
Cerritos Avenue
Westbound
Valley View Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 33 235 45 313 19 129 17 165 51 287 27 365 74 159 52 285 1128 04:15 PM 35 252 54 341 21 94 25 140 66 401 35 502 49 127 51 227 1210 04:30 PM 36 270 45 351 22 112 36 170 72 346 40 458 65 168 53 286 1265 04:45 PM 43 316 61 420 29 97 32 158 70 385 38 493 48 129 50 227 1298 Total 147 1073 205 1425 91 432 110 633 259 1419 140 1818 236 583 206 1025 4901 05:00 PM 39 283 52 374 23 134 29 186 62 380 42 484 68 174 48 290 1334 05:15 PM 32 311 58 401 18 115 24 157 75 430 47 552 60 150 36 246 1356 05:30 PM 26 258 53 337 24 113 24 161 76 404 36 516 62 146 86 294 1308 05:45 PM 31 244 45 320 27 110 27 164 82 427 35 544 39 119 41 199 1227 Total 128 1096 208 1432 92 472 104 668 295 1641 160 2096 229 589 211 1029 5225 Grand Total 275 2169 413 2857 183 904 214 1301 554 3060 300 3914 465 1172 417 2054 10126 Apprch % 9.6 75.9 14.5 14.1 69.5 16.4 14.2 78.2 7.7 22.6 57.1 20.3 Total % 2.7 21.4 4.1 28.2 1.8 8.9 2.1 12.8 5.5 30.2 3 38.7 4.6 11.6 4.1 20.3 Valley View Street
Southbound
Cerritos Avenue
Westbound
Valley View Street
Northbound
Cerritos Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 43 316 61 420 29 97 32 158 70 385 38 493 48 129 50 227 1298 05:00 PM 39 283 52 374 23 134 29 186 62 380 42 484 68 174 48 290 1334 05:15 PM 32 311 58 401 18 115 24 157 75 430 47 552 60 150 36 246 1356 05:30 PM 26 258 53 337 24 113 24 161 76 404 36 516 62 146 86 294 1308 Total Volume 140 1168 224 1532 94 459 109 662 283 1599 163 2045 238 599 220 1057 5296 % App. Total 9.1 76.2 14.6 14.2 69.3 16.5 13.8 78.2 8 22.5 56.7 20.8 PHF .814 .924 .918 .912 .810 .856 .852 .890 .931 .930 .867 .926 .875 .861 .640 .899 .976 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 18_CYP_Valley_Cerritos PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Valley View Street
E/W: Cerritos Avenue
Weather: Clear
Valley View Street
Cerritos Avenue
Cerritos Avenue
Valley View Street
Right
224
Thru
1168
Left
140
Out In Total
1946 1532 3478
Right
109
Thru
459
Left
94 Out Total In
902 662 1564
Left
283
Thru
1599
Right
163
Out In Total
1482 2045 3527
Left
238
Thru
599
Right
220
Total Out In
966 1057 2023
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 05:00 PM 04:45 PM
+0 mins. 36 270 45 351 22 112 36 170 62 380 42 484 48 129 50 227 +15 mins. 43 316 61 420 29 97 32 158 75 430 47 552 68 174 48 290 +30 mins. 39 283 52 374 23 134 29 186 76 404 36 516 60 150 36 246 +45 mins. 32 311 58 401 18 115 24 157 82 427 35 544 62 146 86 294 Total Volume 150 1180 216 1546 92 458 121 671 295 1641 160 2096 238 599 220 1057 % App. Total 9.7 76.3 14 13.7 68.3 18 14.1 78.3 7.6 22.5 56.7 20.8 PHF .872 .934 .885 .920 .793 .854 .840 .902 .899 .954 .851 .949 .875 .861 .640 .899 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 19_CYP_Lexington_Kat AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Lexington Drive
E/W: Katella Avenue
Weather: Clear
Groups Printed- Total Volume
Lexington Drive
Southbound
Katella Avenue
Westbound
Lexington Drive
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 8 0 12 20 25 173 18 216 15 4 22 41 7 199 22 228 505 07:15 AM 15 0 10 25 28 239 14 281 25 12 15 52 11 248 28 287 645 07:30 AM 14 1 25 40 35 337 25 397 27 15 23 65 22 273 32 327 829 07:45 AM 24 8 30 62 20 286 21 327 17 10 19 46 22 252 37 311 746 Total 61 9 77 147 108 1035 78 1221 84 41 79 204 62 972 119 1153 2725 08:00 AM 23 2 18 43 35 248 13 296 11 8 27 46 29 295 37 361 746 08:15 AM 19 2 24 45 36 219 15 270 11 3 19 33 31 300 29 360 708 08:30 AM 18 1 25 44 27 226 13 266 17 5 18 40 20 251 26 297 647 08:45 AM 21 3 12 36 36 220 12 268 22 5 16 43 14 266 41 321 668 Total 81 8 79 168 134 913 53 1100 61 21 80 162 94 1112 133 1339 2769 Grand Total 142 17 156 315 242 1948 131 2321 145 62 159 366 156 2084 252 2492 5494 Apprch % 45.1 5.4 49.5 10.4 83.9 5.6 39.6 16.9 43.4 6.3 83.6 10.1 Total % 2.6 0.3 2.8 5.7 4.4 35.5 2.4 42.2 2.6 1.1 2.9 6.7 2.8 37.9 4.6 45.4 Lexington Drive
Southbound
Katella Avenue
Westbound
Lexington Drive
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 14 1 25 40 35 337 25 397 27 15 23 65 22 273 32 327 829 07:45 AM 24 8 30 62 20 286 21 327 17 10 19 46 22 252 37 311 746 08:00 AM 23 2 18 43 35 248 13 296 11 8 27 46 29 295 37 361 746 08:15 AM 19 2 24 45 36 219 15 270 11 3 19 33 31 300 29 360 708 Total Volume 80 13 97 190 126 1090 74 1290 66 36 88 190 104 1120 135 1359 3029 % App. Total 42.1 6.8 51.1 9.8 84.5 5.7 34.7 18.9 46.3 7.7 82.4 9.9 PHF .833 .406 .808 .766 .875 .809 .740 .812 .611 .600 .815 .731 .839 .933 .912 .941 .913 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 19_CYP_Lexington_Kat AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Lexington Drive
E/W: Katella Avenue
Weather: Clear
Lexington Drive
Katella Avenue
Katella Avenue
Lexington Drive
Right
97 Thru
13 Left
80 Out In Total
214 190 404
Right
74 Thru
1090
Left
126
Out Total In
1288 1290 2578
Left
66 Thru
36 Right
88 Out In Total
274 190 464
Left
104 1120
Thru Right
135
Total Out In
1253 1359 2612
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:15 AM 07:15 AM 07:30 AM
+0 mins. 24 8 30 62 28 239 14 281 25 12 15 52 22 273 32 327 +15 mins. 23 2 18 43 35 337 25 397 27 15 23 65 22 252 37 311 +30 mins. 19 2 24 45 20 286 21 327 17 10 19 46 29 295 37 361 +45 mins. 18 1 25 44 35 248 13 296 11 8 27 46 31 300 29 360 Total Volume 84 13 97 194 118 1110 73 1301 80 45 84 209 104 1120 135 1359 % App. Total 43.3 6.7 50 9.1 85.3 5.6 38.3 21.5 40.2 7.7 82.4 9.9 PHF .875 .406 .808 .782 .843 .823 .730 .819 .741 .750 .778 .804 .839 .933 .912 .941 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 19_CYP_Lexington_Kat PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Lexington Drive
E/W: Katella Avenue
Weather: Clear
Groups Printed- Total Volume
Lexington Drive
Southbound
Katella Avenue
Westbound
Lexington Drive
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 28 2 26 56 29 306 15 350 35 10 33 78 20 342 16 378 862 04:15 PM 14 1 24 39 24 284 17 325 30 12 58 100 22 360 8 390 854 04:30 PM 33 2 22 57 8 303 20 331 30 10 52 92 25 330 17 372 852 04:45 PM 17 4 18 39 22 308 18 348 22 9 41 72 18 309 13 340 799 Total 92 9 90 191 83 1201 70 1354 117 41 184 342 85 1341 54 1480 3367 05:00 PM 18 4 18 40 24 368 24 416 31 8 43 82 28 364 11 403 941 05:15 PM 19 2 16 37 26 287 16 329 22 7 23 52 22 302 16 340 758 05:30 PM 18 2 24 44 25 321 22 368 25 10 30 65 22 375 18 415 892 05:45 PM 18 1 14 33 20 254 13 287 17 9 20 46 18 274 18 310 676 Total 73 9 72 154 95 1230 75 1400 95 34 116 245 90 1315 63 1468 3267 Grand Total 165 18 162 345 178 2431 145 2754 212 75 300 587 175 2656 117 2948 6634 Apprch % 47.8 5.2 47 6.5 88.3 5.3 36.1 12.8 51.1 5.9 90.1 4 Total % 2.5 0.3 2.4 5.2 2.7 36.6 2.2 41.5 3.2 1.1 4.5 8.8 2.6 40 1.8 44.4 Lexington Drive
Southbound
Katella Avenue
Westbound
Lexington Drive
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 14 1 24 39 24 284 17 325 30 12 58 100 22 360 8 390 854 04:30 PM 33 2 22 57 8 303 20 331 30 10 52 92 25 330 17 372 852 04:45 PM 17 4 18 39 22 308 18 348 22 9 41 72 18 309 13 340 799 05:00 PM 18 4 18 40 24 368 24 416 31 8 43 82 28 364 11 403 941 Total Volume 82 11 82 175 78 1263 79 1420 113 39 194 346 93 1363 49 1505 3446 % App. Total 46.9 6.3 46.9 5.5 88.9 5.6 32.7 11.3 56.1 6.2 90.6 3.3 PHF .621 .688 .854 .768 .813 .858 .823 .853 .911 .813 .836 .865 .830 .936 .721 .934 .916 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 19_CYP_Lexington_Kat PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Lexington Drive
E/W: Katella Avenue
Weather: Clear
Lexington Drive
Katella Avenue
Katella Avenue
Lexington Drive
Right
82 Thru
11 Left
82 Out In Total
211 175 386
Right
79 Thru
1263
Left
78 Out Total In
1639 1420 3059
Left
113
Thru
39 Right
194
Out In Total
138 346 484
Left
93 1363
Thru Right
49 Total Out In
1458 1505 2963
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:15 PM 04:15 PM
+0 mins. 28 2 26 56 22 308 18 348 30 12 58 100 22 360 8 390 +15 mins. 14 1 24 39 24 368 24 416 30 10 52 92 25 330 17 372 +30 mins. 33 2 22 57 26 287 16 329 22 9 41 72 18 309 13 340 +45 mins. 17 4 18 39 25 321 22 368 31 8 43 82 28 364 11 403 Total Volume 92 9 90 191 97 1284 80 1461 113 39 194 346 93 1363 49 1505 % App. Total 48.2 4.7 47.1 6.6 87.9 5.5 32.7 11.3 56.1 6.2 90.6 3.3 PHF .697 .563 .865 .838 .933 .872 .833 .878 .911 .813 .836 .865 .830 .936 .721 .934 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 20_CYP_Siboney_Kat AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Race Track/Siboney Street
E/W: Katella Avenue
Weather: Clear
Groups Printed- Total Volume
Race Track
Southbound
Katella Avenue
Westbound
Siboney Street
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 3 0 1 4 6 215 12 233 5 0 7 12 16 205 2 223 472 07:15 AM 8 1 0 9 10 321 5 336 6 0 5 11 19 288 8 315 671 07:30 AM 6 0 3 9 6 378 9 393 8 2 11 21 24 281 8 313 736 07:45 AM 12 1 2 15 12 338 7 357 6 0 8 14 25 345 7 377 763 Total 29 2 6 37 34 1252 33 1319 25 2 31 58 84 1119 25 1228 2642 08:00 AM 9 0 2 11 7 292 10 309 9 0 6 15 23 315 11 349 684 08:15 AM 9 0 4 13 11 263 9 283 10 1 8 19 23 289 10 322 637 08:30 AM 8 0 6 14 10 281 8 299 7 0 8 15 21 245 15 281 609 08:45 AM 22 0 2 24 24 245 4 273 9 0 6 15 24 243 15 282 594 Total 48 0 14 62 52 1081 31 1164 35 1 28 64 91 1092 51 1234 2524 Grand Total 77 2 20 99 86 2333 64 2483 60 3 59 122 175 2211 76 2462 5166 Apprch % 77.8 2 20.2 3.5 94 2.6 49.2 2.5 48.4 7.1 89.8 3.1 Total % 1.5 0 0.4 1.9 1.7 45.2 1.2 48.1 1.2 0.1 1.1 2.4 3.4 42.8 1.5 47.7 Race Track
Southbound
Katella Avenue
Westbound
Siboney Street
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 8 1 0 9 10 321 5 336 6 0 5 11 19 288 8 315 671 07:30 AM 6 0 3 9 6 378 9 393 8 2 11 21 24 281 8 313 736 07:45 AM 12 1 2 15 12 338 7 357 6 0 8 14 25 345 7 377 763 08:00 AM 9 0 2 11 7 292 10 309 9 0 6 15 23 315 11 349 684 Total Volume 35 2 7 44 35 1329 31 1395 29 2 30 61 91 1229 34 1354 2854 % App. Total 79.5 4.5 15.9 2.5 95.3 2.2 47.5 3.3 49.2 6.7 90.8 2.5 PHF .729 .500 .583 .733 .729 .879 .775 .887 .806 .250 .682 .726 .910 .891 .773 .898 .935 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 20_CYP_Siboney_Kat AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Race Track/Siboney Street
E/W: Katella Avenue
Weather: Clear
Race Track
Katella Avenue
Katella Avenue
Siboney Street
Right
7 Thru
2 Left
35 Out In Total
124 44 168
Right
31 Thru
1329
Left
35 Out Total In
1294 1395 2689
Left
29 Thru
2 Right
30 Out In Total
71 61 132
Left
91 1229
Thru Right
34 Total Out In
1365 1354 2719
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:15 AM 07:30 AM 07:30 AM
+0 mins. 9 0 2 11 10 321 5 336 8 2 11 21 24 281 8 313
+15 mins. 9 0 4 13 6 378 9 393 6 0 8 14 25 345 7 377
+30 mins. 8 0 6 14 12 338 7 357 9 0 6 15 23 315 11 349
+45 mins. 22 0 2 24 7 292 10 309 10 1 8 19 23 289 10 322 Total Volume 48 0 14 62 35 1329 31 1395 33 3 33 69 95 1230 36 1361 % App. Total 77.4 0 22.6 2.5 95.3 2.2 47.8 4.3 47.8 7 90.4 2.6 PHF .545 .000 .583 .646 .729 .879 .775 .887 .825 .375 .750 .821 .950 .891 .818 .903 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 20_CYP_Siboney_Kat PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Race Track/Siboney Street
E/W: Katella Avenue
Weather: Clear
Groups Printed- Total Volume
Race Track
Southbound
Katella Avenue
Westbound
Siboney Street
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 16 0 12 28 7 326 7 340 6 2 5 13 29 424 8 461 842 04:15 PM 23 1 7 31 14 292 11 317 11 1 6 18 32 390 7 429 795 04:30 PM 17 0 8 25 15 342 10 367 9 0 12 21 42 372 8 422 835 04:45 PM 21 1 14 36 11 354 7 372 14 0 10 24 26 334 8 368 800 Total 77 2 41 120 47 1314 35 1396 40 3 33 76 129 1520 31 1680 3272 05:00 PM 19 0 12 31 14 385 9 408 20 1 7 28 30 393 10 433 900 05:15 PM 15 0 15 30 14 328 13 355 9 0 13 22 20 334 5 359 766 05:30 PM 17 3 5 25 10 343 10 363 8 2 11 21 20 393 5 418 827 05:45 PM 25 0 5 30 7 242 13 262 10 2 10 22 19 309 6 334 648 Total 76 3 37 116 45 1298 45 1388 47 5 41 93 89 1429 26 1544 3141 Grand Total 153 5 78 236 92 2612 80 2784 87 8 74 169 218 2949 57 3224 6413 Apprch % 64.8 2.1 33.1 3.3 93.8 2.9 51.5 4.7 43.8 6.8 91.5 1.8 Total % 2.4 0.1 1.2 3.7 1.4 40.7 1.2 43.4 1.4 0.1 1.2 2.6 3.4 46 0.9 50.3 Race Track
Southbound
Katella Avenue
Westbound
Siboney Street
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 23 1 7 31 14 292 11 317 11 1 6 18 32 390 7 429 795 04:30 PM 17 0 8 25 15 342 10 367 9 0 12 21 42 372 8 422 835 04:45 PM 21 1 14 36 11 354 7 372 14 0 10 24 26 334 8 368 800 05:00 PM 19 0 12 31 14 385 9 408 20 1 7 28 30 393 10 433 900 Total Volume 80 2 41 123 54 1373 37 1464 54 2 35 91 130 1489 33 1652 3330 % App. Total 65 1.6 33.3 3.7 93.8 2.5 59.3 2.2 38.5 7.9 90.1 2 PHF .870 .500 .732 .854 .900 .892 .841 .897 .675 .500 .729 .813 .774 .947 .825 .954 .925 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 20_CYP_Siboney_Kat PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Race Track/Siboney Street
E/W: Katella Avenue
Weather: Clear
Race Track
Katella Avenue
Katella Avenue
Siboney Street
Right
41 Thru
2 Left
80 Out In Total
169 123 292
Right
37 Thru
1373
Left
54 Out Total In
1604 1464 3068
Left
54 Thru
2 Right
35 Out In Total
89 91 180
Left
130 1489
Thru Right
33 Total Out In
1468 1652 3120
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:30 PM 04:30 PM 04:00 PM
+0 mins. 23 1 7 31 15 342 10 367 9 0 12 21 29 424 8 461 +15 mins. 17 0 8 25 11 354 7 372 14 0 10 24 32 390 7 429 +30 mins. 21 1 14 36 14 385 9 408 20 1 7 28 42 372 8 422 +45 mins. 19 0 12 31 14 328 13 355 9 0 13 22 26 334 8 368 Total Volume 80 2 41 123 54 1409 39 1502 52 1 42 95 129 1520 31 1680 % App. Total 65 1.6 33.3 3.6 93.8 2.6 54.7 1.1 44.2 7.7 90.5 1.8 PHF .870 .500 .732 .854 .900 .915 .750 .920 .650 .250 .808 .848 .768 .896 .969 .911 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 21_CYP_Walker_Kat AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Walker Street
E/W: Katella Avenue
Weather: Clear
Groups Printed- Total Volume
Walker Street
Southbound
Katella Avenue
Westbound
GES Driveway
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 105 0 39 144 0 225 40 265 0 0 2 2 44 178 0 222 633 07:15 AM 106 0 51 157 0 286 53 339 1 0 0 1 54 241 1 296 793 07:30 AM 123 0 51 174 5 357 77 439 0 0 1 1 38 260 2 300 914 07:45 AM 134 0 54 188 1 309 73 383 0 0 0 0 50 262 0 312 883 Total 468 0 195 663 6 1177 243 1426 1 0 3 4 186 941 3 1130 3223 08:00 AM 136 0 52 188 0 276 98 374 0 0 2 2 64 274 2 340 904 08:15 AM 116 0 61 177 3 251 55 309 1 0 0 1 69 255 0 324 811 08:30 AM 108 0 55 163 2 303 58 363 0 0 0 0 49 178 0 227 753 08:45 AM 101 0 51 152 0 262 46 308 1 0 1 2 63 230 1 294 756 Total 461 0 219 680 5 1092 257 1354 2 0 3 5 245 937 3 1185 3224 Grand Total 929 0 414 1343 11 2269 500 2780 3 0 6 9 431 1878 6 2315 6447 Apprch % 69.2 0 30.8 0.4 81.6 18 33.3 0 66.7 18.6 81.1 0.3 Total % 14.4 0 6.4 20.8 0.2 35.2 7.8 43.1 0 0 0.1 0.1 6.7 29.1 0.1 35.9 Walker Street
Southbound
Katella Avenue
Westbound
GES Driveway
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 123 0 51 174 5 357 77 439 0 0 1 1 38 260 2 300 914 07:45 AM 134 0 54 188 1 309 73 383 0 0 0 0 50 262 0 312 883 08:00 AM 136 0 52 188 0 276 98 374 0 0 2 2 64 274 2 340 904 08:15 AM 116 0 61 177 3 251 55 309 1 0 0 1 69 255 0 324 811 Total Volume 509 0 218 727 9 1193 303 1505 1 0 3 4 221 1051 4 1276 3512 % App. Total 70 0 30 0.6 79.3 20.1 25 0 75 17.3 82.4 0.3 PHF .936 .000 .893 .967 .450 .835 .773 .857 .250 .000 .375 .500 .801 .959 .500 .938 .961 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 21_CYP_Walker_Kat AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Walker Street
E/W: Katella Avenue
Weather: Clear
Walker Street
Katella Avenue
Katella Avenue
GES Driveway
Right
218
Thru
0 Left
509
Out In Total
524 727 1251
Right
303
Thru
1193
Left
9 Out Total In
1563 1505 3068
Left
1 Thru
0 Right
3 Out In Total
13 4 17
Left
221 1051
Thru Right
4 Total Out In
1412 1276 2688
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 08:00 AM 07:30 AM
+0 mins. 123 0 51 174 0 286 53 339 0 0 2 2 38 260 2 300 +15 mins. 134 0 54 188 5 357 77 439 1 0 0 1 50 262 0 312 +30 mins. 136 0 52 188 1 309 73 383 0 0 0 0 64 274 2 340 +45 mins. 116 0 61 177 0 276 98 374 1 0 1 2 69 255 0 324 Total Volume 509 0 218 727 6 1228 301 1535 2 0 3 5 221 1051 4 1276 % App. Total 70 0 30 0.4 80 19.6 40 0 60 17.3 82.4 0.3
PHF .936 .000 .893 .967 .300 .860 .768 .874 .500 .000 .375 .625 .801 .959 .500 .938 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 21_CYP_Walker_Kat PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Walker Street
E/W: Katella Avenue
Weather: Clear
Groups Printed- Total Volume
Walker Street
Southbound
Katella Avenue
Westbound
GES Driveway
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 98 1 63 162 0 320 80 400 1 0 0 1 78 375 0 453 1016 04:15 PM 103 0 52 155 0 293 85 378 3 0 0 3 90 352 0 442 978 04:30 PM 108 0 59 167 0 351 86 437 0 0 0 0 88 348 0 436 1040 04:45 PM 120 0 54 174 0 302 86 388 1 2 0 3 81 326 0 407 972 Total 429 1 228 658 0 1266 337 1603 5 2 0 7 337 1401 0 1738 4006 05:00 PM 121 0 65 186 0 392 76 468 3 0 0 3 81 376 0 457 1114 05:15 PM 123 1 57 181 0 280 73 353 1 2 0 3 90 333 1 424 961 05:30 PM 121 0 56 177 1 364 96 461 3 0 0 3 84 381 1 466 1107 05:45 PM 125 1 68 194 0 318 77 395 1 2 2 5 88 292 0 380 974 Total 490 2 246 738 1 1354 322 1677 8 4 2 14 343 1382 2 1727 4156 Grand Total 919 3 474 1396 1 2620 659 3280 13 6 2 21 680 2783 2 3465 8162 Apprch % 65.8 0.2 34 0 79.9 20.1 61.9 28.6 9.5 19.6 80.3 0.1 Total % 11.3 0 5.8 17.1 0 32.1 8.1 40.2 0.2 0.1 0 0.3 8.3 34.1 0 42.5 Walker Street
Southbound
Katella Avenue
Westbound
GES Driveway
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 121 0 65 186 0 392 76 468 3 0 0 3 81 376 0 457 1114 05:15 PM 123 1 57 181 0 280 73 353 1 2 0 3 90 333 1 424 961 05:30 PM 121 0 56 177 1 364 96 461 3 0 0 3 84 381 1 466 1107 05:45 PM 125 1 68 194 0 318 77 395 1 2 2 5 88 292 0 380 974 Total Volume 490 2 246 738 1 1354 322 1677 8 4 2 14 343 1382 2 1727 4156 % App. Total 66.4 0.3 33.3 0.1 80.7 19.2 57.1 28.6 14.3 19.9 80 0.1 PHF .980 .500 .904 .951 .250 .864 .839 .896 .667 .500 .250 .700 .953 .907 .500 .927 .933 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 21_CYP_Walker_Kat PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Walker Street
E/W: Katella Avenue
Weather: Clear
Walker Street
Katella Avenue
Katella Avenue
GES Driveway
Right
246
Thru
2 Left
490
Out In Total
669 738 1407
Right
322
Thru
1354
Left
1 Out Total In
1874 1677 3551
Left
8 Thru
4 Right
2 Out In Total
5 14 19
Left
343 1382
Thru Right
2 Total Out In
1608 1727 3335
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 04:45 PM
+0 mins. 121 0 65 186 0 392 76 468 3 0 0 3 81 326 0 407 +15 mins. 123 1 57 181 0 280 73 353 1 2 0 3 81 376 0 457 +30 mins. 121 0 56 177 1 364 96 461 3 0 0 3 90 333 1 424 +45 mins. 125 1 68 194 0 318 77 395 1 2 2 5 84 381 1 466 Total Volume 490 2 246 738 1 1354 322 1677 8 4 2 14 336 1416 2 1754 % App. Total 66.4 0.3 33.3 0.1 80.7 19.2 57.1 28.6 14.3 19.2 80.7 0.1 PHF .980 .500 .904 .951 .250 .864 .839 .896 .667 .500 .250 .700 .933 .929 .500 .941 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 22_CYP_Valley_Kat AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Valley View Street
E/W: Katella Avenue
Weather: Clear
Groups Printed- Total Volume
Valley View Street
Southbound
Katella Avenue
Westbound
Valley View Street
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 28 272 40 340 22 102 18 142 107 225 20 352 26 110 97 233 1067 07:15 AM 30 219 43 292 43 187 19 249 140 259 31 430 37 162 106 305 1276 07:30 AM 57 297 70 424 30 175 24 229 161 315 44 520 34 135 120 289 1462 07:45 AM 55 287 47 389 29 199 40 268 183 323 42 548 45 188 103 336 1541 Total 170 1075 200 1445 124 663 101 888 591 1122 137 1850 142 595 426 1163 5346 08:00 AM 35 256 38 329 29 149 26 204 155 342 52 549 37 167 141 345 1427 08:15 AM 38 255 55 348 32 125 36 193 130 238 47 415 32 154 119 305 1261 08:30 AM 37 259 52 348 27 139 22 188 136 252 37 425 36 105 120 261 1222 08:45 AM 41 202 43 286 31 141 34 206 137 258 40 435 56 144 96 296 1223 Total 151 972 188 1311 119 554 118 791 558 1090 176 1824 161 570 476 1207 5133 Grand Total 321 2047 388 2756 243 1217 219 1679 1149 2212 313 3674 303 1165 902 2370 10479 Apprch % 11.6 74.3 14.1 14.5 72.5 13 31.3 60.2 8.5 12.8 49.2 38.1 Total % 3.1 19.5 3.7 26.3 2.3 11.6 2.1 16 11 21.1 3 35.1 2.9 11.1 8.6 22.6 Valley View Street
Southbound
Katella Avenue
Westbound
Valley View Street
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 30 219 43 292 43 187 19 249 140 259 31 430 37 162 106 305 1276 07:30 AM 57 297 70 424 30 175 24 229 161 315 44 520 34 135 120 289 1462 07:45 AM 55 287 47 389 29 199 40 268 183 323 42 548 45 188 103 336 1541 08:00 AM 35 256 38 329 29 149 26 204 155 342 52 549 37 167 141 345 1427 Total Volume 177 1059 198 1434 131 710 109 950 639 1239 169 2047 153 652 470 1275 5706 % App. Total 12.3 73.8 13.8 13.8 74.7 11.5 31.2 60.5 8.3 12 51.1 36.9 PHF .776 .891 .707 .846 .762 .892 .681 .886 .873 .906 .813 .932 .850 .867 .833 .924 .926 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 22_CYP_Valley_Kat AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Valley View Street
E/W: Katella Avenue
Weather: Clear
Valley View Street
Katella Avenue
Katella Avenue
Valley View Street
Right
198
Thru
1059
Left
177
Out In Total
1501 1434 2935
Right
109
Thru
710
Left
131
Out Total In
998 950 1948
Left
639
Thru
1239
Right
169
Out In Total
1660 2047 3707
Left
153
Thru
652
Right
470
Total Out In
1547 1275 2822
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 57 297 70 424 43 187 19 249 140 259 31 430 37 162 106 305 +15 mins. 55 287 47 389 30 175 24 229 161 315 44 520 34 135 120 289 +30 mins. 35 256 38 329 29 199 40 268 183 323 42 548 45 188 103 336 +45 mins. 38 255 55 348 29 149 26 204 155 342 52 549 37 167 141 345 Total Volume 185 1095 210 1490 131 710 109 950 639 1239 169 2047 153 652 470 1275 % App. Total 12.4 73.5 14.1 13.8 74.7 11.5 31.2 60.5 8.3 12 51.1 36.9 PHF .811 .922 .750 .879 .762 .892 .681 .886 .873 .906 .813 .932 .850 .867 .833 .924 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 22_CYP_Valley_Kat PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Valley View Street
E/W: Katella Avenue
Weather: Clear
Groups Printed- Total Volume
Valley View Street
Southbound
Katella Avenue
Westbound
Valley View Street
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 50 268 49 367 45 149 39 233 109 314 47 470 70 197 183 450 1520 04:15 PM 43 234 33 310 55 172 41 268 152 326 45 523 78 223 159 460 1561 04:30 PM 31 305 45 381 52 207 50 309 105 366 43 514 61 186 160 407 1611 04:45 PM 27 300 48 375 57 181 51 289 141 332 39 512 75 205 144 424 1600 Total 151 1107 175 1433 209 709 181 1099 507 1338 174 2019 284 811 646 1741 6292 05:00 PM 50 297 62 409 79 199 51 329 112 325 39 476 60 178 178 416 1630 05:15 PM 35 250 47 332 71 178 47 296 132 378 42 552 75 217 170 462 1642 05:30 PM 49 309 52 410 68 185 52 305 125 371 48 544 69 196 169 434 1693 05:45 PM 33 244 44 321 41 187 56 284 149 348 46 543 66 212 137 415 1563 Total 167 1100 205 1472 259 749 206 1214 518 1422 175 2115 270 803 654 1727 6528 Grand Total 318 2207 380 2905 468 1458 387 2313 1025 2760 349 4134 554 1614 1300 3468 12820 Apprch % 10.9 76 13.1 20.2 63 16.7 24.8 66.8 8.4 16 46.5 37.5 Total % 2.5 17.2 3 22.7 3.7 11.4 3 18 8 21.5 2.7 32.2 4.3 12.6 10.1 27.1 Valley View Street
Southbound
Katella Avenue
Westbound
Valley View Street
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 27 300 48 375 57 181 51 289 141 332 39 512 75 205 144 424 1600 05:00 PM 50 297 62 409 79 199 51 329 112 325 39 476 60 178 178 416 1630 05:15 PM 35 250 47 332 71 178 47 296 132 378 42 552 75 217 170 462 1642 05:30 PM 49 309 52 410 68 185 52 305 125 371 48 544 69 196 169 434 1693 Total Volume 161 1156 209 1526 275 743 201 1219 510 1406 168 2084 279 796 661 1736 6565 % App. Total 10.6 75.8 13.7 22.6 61 16.5 24.5 67.5 8.1 16.1 45.9 38.1 PHF .805 .935 .843 .930 .870 .933 .966 .926 .904 .930 .875 .944 .930 .917 .928 .939 .969 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 22_CYP_Valley_Kat PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Valley View Street
E/W: Katella Avenue
Weather: Clear
Valley View Street
Katella Avenue
Katella Avenue
Valley View Street
Right
209
Thru
1156
Left
161
Out In Total
1886 1526 3412
Right
201
Thru
743
Left
275
Out Total In
1125 1219 2344
Left
510
Thru
1406
Right
168
Out In Total
2092 2084 4176
Left
279
Thru
796
Right
661
Total Out In
1462 1736 3198
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:30 PM 05:00 PM 04:00 PM
+0 mins. 27 300 48 375 52 207 50 309 112 325 39 476 70 197 183 450 +15 mins. 50 297 62 409 57 181 51 289 132 378 42 552 78 223 159 460 +30 mins. 35 250 47 332 79 199 51 329 125 371 48 544 61 186 160 407 +45 mins. 49 309 52 410 71 178 47 296 149 348 46 543 75 205 144 424 Total Volume 161 1156 209 1526 259 765 199 1223 518 1422 175 2115 284 811 646 1741 % App. Total 10.6 75.8 13.7 21.2 62.6 16.3 24.5 67.2 8.3 16.3 46.6 37.1 PHF .805 .935 .843 .930 .820 .924 .975 .929 .869 .940 .911 .958 .910 .909 .883 .946 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 23_CYP_Holder_Kat AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Holder Street
E/W: Katella Avenue
Weather: Clear
Groups Printed- Total Volume
Holder Street
Southbound
Katella Avenue
Westbound
Holder Street
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 24 0 28 52 5 152 12 169 0 0 0 0 2 145 6 153 374 07:15 AM 18 1 38 57 3 224 16 243 1 0 1 2 5 151 5 161 463 07:30 AM 27 1 22 50 6 246 15 267 1 0 0 1 3 213 2 218 536 07:45 AM 23 0 39 62 7 257 25 289 0 0 1 1 8 214 7 229 581 Total 92 2 127 221 21 879 68 968 2 0 2 4 18 723 20 761 1954 08:00 AM 16 4 21 41 5 227 31 263 0 0 0 0 10 212 6 228 532 08:15 AM 21 0 26 47 12 213 26 251 0 0 1 1 9 152 9 170 469 08:30 AM 18 0 19 37 7 208 24 239 0 0 1 1 14 159 4 177 454 08:45 AM 20 3 19 42 15 183 18 216 2 1 0 3 6 170 7 183 444 Total 75 7 85 167 39 831 99 969 2 1 2 5 39 693 26 758 1899 Grand Total 167 9 212 388 60 1710 167 1937 4 1 4 9 57 1416 46 1519 3853 Apprch % 43 2.3 54.6 3.1 88.3 8.6 44.4 11.1 44.4 3.8 93.2 3 Total % 4.3 0.2 5.5 10.1 1.6 44.4 4.3 50.3 0.1 0 0.1 0.2 1.5 36.8 1.2 39.4 Holder Street
Southbound
Katella Avenue
Westbound
Holder Street
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 27 1 22 50 6 246 15 267 1 0 0 1 3 213 2 218 536 07:45 AM 23 0 39 62 7 257 25 289 0 0 1 1 8 214 7 229 581 08:00 AM 16 4 21 41 5 227 31 263 0 0 0 0 10 212 6 228 532 08:15 AM 21 0 26 47 12 213 26 251 0 0 1 1 9 152 9 170 469 Total Volume 87 5 108 200 30 943 97 1070 1 0 2 3 30 791 24 845 2118 % App. Total 43.5 2.5 54 2.8 88.1 9.1 33.3 0 66.7 3.6 93.6 2.8 PHF .806 .313 .692 .806 .625 .917 .782 .926 .250 .000 .500 .750 .750 .924 .667 .922 .911 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 23_CYP_Holder_Kat AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Holder Street
E/W: Katella Avenue
Weather: Clear
Holder Street
Katella Avenue
Katella Avenue
Holder Street
Right
108
Thru
5 Left
87 Out In Total
127 200 327
Right
97 Thru
943
Left
30 Out Total In
880 1070 1950
Left
1 Thru
0 Right
2 Out In Total
59 3 62
Left
30 Thru
791
Right
24 Total Out In
1052 845 1897
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:30 AM 08:00 AM 07:30 AM
+0 mins. 24 0 28 52 6 246 15 267 0 0 0 0 3 213 2 218
+15 mins. 18 1 38 57 7 257 25 289 0 0 1 1 8 214 7 229
+30 mins. 27 1 22 50 5 227 31 263 0 0 1 1 10 212 6 228
+45 mins. 23 0 39 62 12 213 26 251 2 1 0 3 9 152 9 170
Total Volume 92 2 127 221 30 943 97 1070 2 1 2 5 30 791 24 845 % App. Total 41.6 0.9 57.5 2.8 88.1 9.1 40 20 40 3.6 93.6 2.8 PHF .852 .500 .814 .891 .625 .917 .782 .926 .250 .250 .500 .417 .750 .924 .667 .922 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 23_CYP_Holder_Kat PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Holder Street
E/W: Katella Avenue
Weather: Clear
Groups Printed- Total Volume
Holder Street
Southbound
Katella Avenue
Westbound
Holder Street
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 30 0 12 42 3 201 32 236 4 0 1 5 14 312 4 330 613 04:15 PM 29 0 19 48 4 208 28 240 7 1 1 9 14 310 1 325 622 04:30 PM 36 1 21 58 4 263 47 314 11 2 6 19 10 289 1 300 691 04:45 PM 27 0 17 44 2 250 33 285 7 1 4 12 13 253 2 268 609 Total 122 1 69 192 13 922 140 1075 29 4 12 45 51 1164 8 1223 2535 05:00 PM 40 1 33 74 2 245 31 278 11 3 9 23 20 292 0 312 687 05:15 PM 20 1 21 42 3 228 34 265 8 2 3 13 14 289 4 307 627 05:30 PM 33 1 22 56 5 239 32 276 11 4 8 23 19 298 3 320 675 05:45 PM 22 1 16 39 5 224 29 258 5 3 3 11 20 263 3 286 594 Total 115 4 92 211 15 936 126 1077 35 12 23 70 73 1142 10 1225 2583 Grand Total 237 5 161 403 28 1858 266 2152 64 16 35 115 124 2306 18 2448 5118 Apprch % 58.8 1.2 40 1.3 86.3 12.4 55.7 13.9 30.4 5.1 94.2 0.7 Total % 4.6 0.1 3.1 7.9 0.5 36.3 5.2 42 1.3 0.3 0.7 2.2 2.4 45.1 0.4 47.8 Holder Street
Southbound
Katella Avenue
Westbound
Holder Street
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 36 1 21 58 4 263 47 314 11 2 6 19 10 289 1 300 691 04:45 PM 27 0 17 44 2 250 33 285 7 1 4 12 13 253 2 268 609 05:00 PM 40 1 33 74 2 245 31 278 11 3 9 23 20 292 0 312 687 05:15 PM 20 1 21 42 3 228 34 265 8 2 3 13 14 289 4 307 627 Total Volume 123 3 92 218 11 986 145 1142 37 8 22 67 57 1123 7 1187 2614 % App. Total 56.4 1.4 42.2 1 86.3 12.7 55.2 11.9 32.8 4.8 94.6 0.6 PHF .769 .750 .697 .736 .688 .937 .771 .909 .841 .667 .611 .728 .713 .961 .438 .951 .946 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 23_CYP_Holder_Kat PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Holder Street
E/W: Katella Avenue
Weather: Clear
Holder Street
Katella Avenue
Katella Avenue
Holder Street
Right
92 Thru
3 Left
123
Out In Total
210 218 428
Right
145
Thru
986
Left
11 Out Total In
1268 1142 2410
Left
37 Thru
8 Right
22 Out In Total
21 67 88
Left
57 1123
Thru Right
7 Total Out In
1115 1187 2302
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:30 PM 04:45 PM 05:00 PM
+0 mins. 29 0 19 48 4 263 47 314 7 1 4 12 20 292 0 312
+15 mins. 36 1 21 58 2 250 33 285 11 3 9 23 14 289 4 307 +30 mins. 27 0 17 44 2 245 31 278 8 2 3 13 19 298 3 320 +45 mins. 40 1 33 74 3 228 34 265 11 4 8 23 20 263 3 286 Total Volume 132 2 90 224 11 986 145 1142 37 10 24 71 73 1142 10 1225 % App. Total 58.9 0.9 40.2 1 86.3 12.7 52.1 14.1 33.8 6 93.2 0.8 PHF .825 .500 .682 .757 .688 .937 .771 .909 .841 .625 .667 .772 .913 .958 .625 .957 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 24_CYP_Knott_Kat AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Knott Avenue
E/W: Katella Avenue
Weather: Clear
Groups Printed- Total Volume
Knott Avenue
Southbound
Katella Avenue
Westbound
Knott Avenue
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 11 152 21 184 23 129 13 165 33 80 16 129 14 92 57 163 641 07:15 AM 18 217 26 261 22 143 12 177 45 107 23 175 11 112 33 156 769 07:30 AM 20 219 37 276 46 194 15 255 47 85 28 160 13 123 61 197 888 07:45 AM 18 222 31 271 41 220 21 282 56 150 29 235 9 128 56 193 981 Total 67 810 115 992 132 686 61 879 181 422 96 699 47 455 207 709 3279 08:00 AM 24 130 33 187 37 221 18 276 59 120 28 207 17 143 34 194 864 08:15 AM 19 199 28 246 54 146 10 210 62 90 23 175 18 108 29 155 786 08:30 AM 28 178 19 225 39 174 20 233 56 88 20 164 14 96 54 164 786 08:45 AM 27 169 29 225 26 139 15 180 54 113 15 182 11 102 39 152 739 Total 98 676 109 883 156 680 63 899 231 411 86 728 60 449 156 665 3175 Grand Total 165 1486 224 1875 288 1366 124 1778 412 833 182 1427 107 904 363 1374 6454 Apprch % 8.8 79.3 11.9 16.2 76.8 7 28.9 58.4 12.8 7.8 65.8 26.4 Total % 2.6 23 3.5 29.1 4.5 21.2 1.9 27.5 6.4 12.9 2.8 22.1 1.7 14 5.6 21.3 Knott Avenue
Southbound
Katella Avenue
Westbound
Knott Avenue
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 20 219 37 276 46 194 15 255 47 85 28 160 13 123 61 197 888 07:45 AM 18 222 31 271 41 220 21 282 56 150 29 235 9 128 56 193 981 08:00 AM 24 130 33 187 37 221 18 276 59 120 28 207 17 143 34 194 864 08:15 AM 19 199 28 246 54 146 10 210 62 90 23 175 18 108 29 155 786 Total Volume 81 770 129 980 178 781 64 1023 224 445 108 777 57 502 180 739 3519 % App. Total 8.3 78.6 13.2 17.4 76.3 6.3 28.8 57.3 13.9 7.7 67.9 24.4 PHF .844 .867 .872 .888 .824 .883 .762 .907 .903 .742 .931 .827 .792 .878 .738 .938 .897 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 24_CYP_Knott_Kat AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Knott Avenue
E/W: Katella Avenue
Weather: Clear
Knott Avenue
Katella Avenue
Katella Avenue
Knott Avenue
Right
129
Thru
770
Left
81 Out In Total
566 980 1546
Right
64 Thru
781
Left
178
Out Total In
691 1023 1714
Left
224
Thru
445
Right
108
Out In Total
1128 777 1905
Left
57 Thru
502
Right
180
Total Out In
1134 739 1873
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 07:45 AM 07:15 AM
+0 mins. 18 217 26 261 46 194 15 255 56 150 29 235 11 112 33 156 +15 mins. 20 219 37 276 41 220 21 282 59 120 28 207 13 123 61 197 +30 mins. 18 222 31 271 37 221 18 276 62 90 23 175 9 128 56 193 +45 mins. 24 130 33 187 54 146 10 210 56 88 20 164 17 143 34 194 Total Volume 80 788 127 995 178 781 64 1023 233 448 100 781 50 506 184 740 % App. Total 8 79.2 12.8 17.4 76.3 6.3 29.8 57.4 12.8 6.8 68.4 24.9 PHF .833 .887 .858 .901 .824 .883 .762 .907 .940 .747 .862 .831 .735 .885 .754 .939 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 24_CYP_Knott_Kat PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Knott Avenue
E/W: Katella Avenue
Weather: Clear
Groups Printed- Total Volume
Knott Avenue
Southbound
Katella Avenue
Westbound
Knott Avenue
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 32 127 22 181 59 150 23 232 52 171 31 254 76 222 59 357 1024 04:15 PM 38 189 28 255 48 145 31 224 53 185 34 272 62 212 73 347 1098 04:30 PM 24 130 26 180 50 211 23 284 54 195 31 280 67 223 80 370 1114 04:45 PM 41 143 25 209 55 172 19 246 62 200 19 281 72 193 51 316 1052 Total 135 589 101 825 212 678 96 986 221 751 115 1087 277 850 263 1390 4288 05:00 PM 30 147 25 202 61 182 25 268 48 224 31 303 72 252 84 408 1181 05:15 PM 34 181 20 235 47 169 24 240 47 213 25 285 79 227 88 394 1154 05:30 PM 39 135 24 198 67 188 35 290 64 210 28 302 67 243 64 374 1164 05:45 PM 33 158 26 217 53 149 29 231 65 194 27 286 61 186 49 296 1030 Total 136 621 95 852 228 688 113 1029 224 841 111 1176 279 908 285 1472 4529 Grand Total 271 1210 196 1677 440 1366 209 2015 445 1592 226 2263 556 1758 548 2862 8817 Apprch % 16.2 72.2 11.7 21.8 67.8 10.4 19.7 70.3 10 19.4 61.4 19.1 Total % 3.1 13.7 2.2 19 5 15.5 2.4 22.9 5 18.1 2.6 25.7 6.3 19.9 6.2 32.5 Knott Avenue
Southbound
Katella Avenue
Westbound
Knott Avenue
Northbound
Katella Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 41 143 25 209 55 172 19 246 62 200 19 281 72 193 51 316 1052 05:00 PM 30 147 25 202 61 182 25 268 48 224 31 303 72 252 84 408 1181 05:15 PM 34 181 20 235 47 169 24 240 47 213 25 285 79 227 88 394 1154 05:30 PM 39 135 24 198 67 188 35 290 64 210 28 302 67 243 64 374 1164 Total Volume 144 606 94 844 230 711 103 1044 221 847 103 1171 290 915 287 1492 4551 % App. Total 17.1 71.8 11.1 22 68.1 9.9 18.9 72.3 8.8 19.4 61.3 19.2 PHF .878 .837 .940 .898 .858 .945 .736 .900 .863 .945 .831 .966 .918 .908 .815 .914 .963 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 24_CYP_Knott_Kat PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Knott Avenue
E/W: Katella Avenue
Weather: Clear
Knott Avenue
Katella Avenue
Katella Avenue
Knott Avenue
Right
94 Thru
606
Left
144
Out In Total
1240 844 2084
Right
103
Thru
711
Left
230
Out Total In
1162 1044 2206
Left
221
Thru
847
Right
103
Out In Total
1123 1171 2294
Left
290
Thru
915
Right
287
Total Out In
1026 1492 2518
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:45 PM 05:00 PM 04:45 PM
+0 mins. 30 147 25 202 55 172 19 246 48 224 31 303 72 193 51 316 +15 mins. 34 181 20 235 61 182 25 268 47 213 25 285 72 252 84 408 +30 mins. 39 135 24 198 47 169 24 240 64 210 28 302 79 227 88 394 +45 mins. 33 158 26 217 67 188 35 290 65 194 27 286 67 243 64 374 Total Volume 136 621 95 852 230 711 103 1044 224 841 111 1176 290 915 287 1492 % App. Total 16 72.9 11.2 22 68.1 9.9 19 71.5 9.4 19.4 61.3 19.2 PHF .872 .858 .913 .906 .858 .945 .736 .900 .862 .939 .895 .970 .918 .908 .815 .914 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 25_CYP_Valley_OW AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Valley View Street
E/W: Orangewood Avenue
Weather: Clear
Groups Printed- Total Volume
Valley View Street
Southbound
Orangewood Avenue
Westbound
Valley View Street
Northbound
Orangewood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 25 328 4 357 23 2 80 105 7 257 9 273 20 1 2 23 758 07:15 AM 37 376 5 418 21 1 88 110 3 400 7 410 20 5 2 27 965 07:30 AM 29 364 8 401 26 4 86 116 9 389 14 412 35 18 5 58 987 07:45 AM 49 423 8 480 23 8 115 146 8 484 21 513 24 8 4 36 1175 Total 140 1491 25 1656 93 15 369 477 27 1530 51 1608 99 32 13 144 3885 08:00 AM 44 321 10 375 18 6 98 122 0 443 16 459 24 1 4 29 985 08:15 AM 56 410 9 475 24 0 71 95 1 385 22 408 17 7 4 28 1006 08:30 AM 41 329 11 381 16 3 64 83 4 358 13 375 24 5 3 32 871 08:45 AM 37 340 12 389 16 0 79 95 6 361 15 382 22 4 6 32 898 Total 178 1400 42 1620 74 9 312 395 11 1547 66 1624 87 17 17 121 3760 Grand Total 318 2891 67 3276 167 24 681 872 38 3077 117 3232 186 49 30 265 7645 Apprch % 9.7 88.2 2 19.2 2.8 78.1 1.2 95.2 3.6 70.2 18.5 11.3 Total % 4.2 37.8 0.9 42.9 2.2 0.3 8.9 11.4 0.5 40.2 1.5 42.3 2.4 0.6 0.4 3.5 Valley View Street
Southbound
Orangewood Avenue
Westbound
Valley View Street
Northbound
Orangewood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 29 364 8 401 26 4 86 116 9 389 14 412 35 18 5 58 987 07:45 AM 49 423 8 480 23 8 115 146 8 484 21 513 24 8 4 36 1175 08:00 AM 44 321 10 375 18 6 98 122 0 443 16 459 24 1 4 29 985 08:15 AM 56 410 9 475 24 0 71 95 1 385 22 408 17 7 4 28 1006 Total Volume 178 1518 35 1731 91 18 370 479 18 1701 73 1792 100 34 17 151 4153 % App. Total 10.3 87.7 2 19 3.8 77.2 1 94.9 4.1 66.2 22.5 11.3 PHF .795 .897 .875 .902 .875 .563 .804 .820 .500 .879 .830 .873 .714 .472 .850 .651 .884 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 25_CYP_Valley_OW AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Valley View Street
E/W: Orangewood Avenue
Weather: Clear
Valley View Street
Orangewood Avenue
Orangewood Avenue
Valley View Street
Right
35 Thru
1518
Left
178
Out In Total
2171 1731 3902
Right
370
Thru
18 Left
91 Out Total In
285 479 764
Left
18 Thru
1701
Right
73 Out In Total
1626 1792 3418
Left
100
Thru
34 Right
17 Total Out In
71 151 222
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:15 AM 07:30 AM
+0 mins. 29 364 8 401 21 1 88 110 3 400 7 410 35 18 5 58 +15 mins. 49 423 8 480 26 4 86 116 9 389 14 412 24 8 4 36 +30 mins. 44 321 10 375 23 8 115 146 8 484 21 513 24 1 4 29 +45 mins. 56 410 9 475 18 6 98 122 0 443 16 459 17 7 4 28 Total Volume 178 1518 35 1731 88 19 387 494 20 1716 58 1794 100 34 17 151 % App. Total 10.3 87.7 2 17.8 3.8 78.3 1.1 95.7 3.2 66.2 22.5 11.3 PHF .795 .897 .875 .902 .846 .594 .841 .846 .556 .886 .690 .874 .714 .472 .850 .651 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 25_CYP_Valley_OW PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Valley View Street
E/W: Orangewood Avenue
Weather: Clear
Groups Printed- Total Volume
Valley View Street
Southbound
Orangewood Avenue
Westbound
Valley View Street
Northbound
Orangewood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 76 429 17 522 20 3 54 77 2 376 25 403 22 3 6 31 1033 04:15 PM 66 434 14 514 20 5 73 98 6 429 16 451 31 3 4 38 1101 04:30 PM 62 432 12 506 30 3 70 103 2 388 26 416 24 8 9 41 1066 04:45 PM 86 460 21 567 19 3 64 86 2 445 22 469 19 6 3 28 1150 Total 290 1755 64 2109 89 14 261 364 12 1638 89 1739 96 20 22 138 4350 05:00 PM 91 465 14 570 18 4 71 93 1 365 23 389 16 4 3 23 1075 05:15 PM 72 465 16 553 19 3 69 91 1 446 27 474 20 7 8 35 1153 05:30 PM 87 456 13 556 18 1 57 76 0 448 19 467 21 3 3 27 1126 05:45 PM 92 372 18 482 17 2 59 78 0 445 25 470 31 4 4 39 1069 Total 342 1758 61 2161 72 10 256 338 2 1704 94 1800 88 18 18 124 4423 Grand Total 632 3513 125 4270 161 24 517 702 14 3342 183 3539 184 38 40 262 8773 Apprch % 14.8 82.3 2.9 22.9 3.4 73.6 0.4 94.4 5.2 70.2 14.5 15.3 Total % 7.2 40 1.4 48.7 1.8 0.3 5.9 8 0.2 38.1 2.1 40.3 2.1 0.4 0.5 3 Valley View Street
Southbound
Orangewood Avenue
Westbound
Valley View Street
Northbound
Orangewood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 86 460 21 567 19 3 64 86 2 445 22 469 19 6 3 28 1150 05:00 PM 91 465 14 570 18 4 71 93 1 365 23 389 16 4 3 23 1075 05:15 PM 72 465 16 553 19 3 69 91 1 446 27 474 20 7 8 35 1153 05:30 PM 87 456 13 556 18 1 57 76 0 448 19 467 21 3 3 27 1126 Total Volume 336 1846 64 2246 74 11 261 346 4 1704 91 1799 76 20 17 113 4504 % App. Total 15 82.2 2.8 21.4 3.2 75.4 0.2 94.7 5.1 67.3 17.7 15 PHF .923 .992 .762 .985 .974 .688 .919 .930 .500 .951 .843 .949 .905 .714 .531 .807 .977 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 25_CYP_Valley_OW PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Valley View Street
E/W: Orangewood Avenue
Weather: Clear
Valley View Street
Orangewood Avenue
Orangewood Avenue
Valley View Street
Right
64 Thru
1846
Left
336
Out In Total
2041 2246 4287
Right
261
Thru
11 Left
74 Out Total In
447 346 793
Left
4 Thru
1704
Right
91 Out In Total
1937 1799 3736
Left
76 Thru
20 Right
17 Total Out In
79 113 192
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:15 PM 05:00 PM 04:00 PM
+0 mins. 86 460 21 567 20 5 73 98 1 365 23 389 22 3 6 31 +15 mins. 91 465 14 570 30 3 70 103 1 446 27 474 31 3 4 38 +30 mins. 72 465 16 553 19 3 64 86 0 448 19 467 24 8 9 41 +45 mins. 87 456 13 556 18 4 71 93 0 445 25 470 19 6 3 28 Total Volume 336 1846 64 2246 87 15 278 380 2 1704 94 1800 96 20 22 138 % App. Total 15 82.2 2.8 22.9 3.9 73.2 0.1 94.7 5.2 69.6 14.5 15.9 PHF .923 .992 .762 .985 .725 .750 .952 .922 .500 .951 .870 .949 .774 .625 .611 .841 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 26_CYP_Knott_OW AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Knott Street
E/W: Orangewood Avenue
Weather: Clear
Groups Printed- Total Volume
Knott Street
Southbound
Orangewood Avenue
Westbound
Knott Street
Northbound
Orangewood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 5 210 7 222 11 5 5 21 4 96 14 114 18 18 16 52 409 07:15 AM 7 237 5 249 8 5 12 25 6 155 24 185 17 15 14 46 505 07:30 AM 12 293 16 321 17 4 7 28 3 134 20 157 28 15 41 84 590 07:45 AM 14 279 9 302 10 6 11 27 10 198 35 243 29 30 27 86 658 Total 38 1019 37 1094 46 20 35 101 23 583 93 699 92 78 98 268 2162 08:00 AM 8 193 10 211 7 5 7 19 4 186 37 227 29 21 16 66 523 08:15 AM 11 195 17 223 8 4 12 24 3 153 18 174 31 23 9 63 484 08:30 AM 11 224 15 250 13 3 12 28 6 191 16 213 27 16 12 55 546 08:45 AM 5 178 6 189 6 8 11 25 5 170 15 190 18 15 15 48 452 Total 35 790 48 873 34 20 42 96 18 700 86 804 105 75 52 232 2005 Grand Total 73 1809 85 1967 80 40 77 197 41 1283 179 1503 197 153 150 500 4167 Apprch % 3.7 92 4.3 40.6 20.3 39.1 2.7 85.4 11.9 39.4 30.6 30 Total % 1.8 43.4 2 47.2 1.9 1 1.8 4.7 1 30.8 4.3 36.1 4.7 3.7 3.6 12 Knott Street
Southbound
Orangewood Avenue
Westbound
Knott Street
Northbound
Orangewood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 7 237 5 249 8 5 12 25 6 155 24 185 17 15 14 46 505 07:30 AM 12 293 16 321 17 4 7 28 3 134 20 157 28 15 41 84 590 07:45 AM 14 279 9 302 10 6 11 27 10 198 35 243 29 30 27 86 658 08:00 AM 8 193 10 211 7 5 7 19 4 186 37 227 29 21 16 66 523 Total Volume 41 1002 40 1083 42 20 37 99 23 673 116 812 103 81 98 282 2276 % App. Total 3.8 92.5 3.7 42.4 20.2 37.4 2.8 82.9 14.3 36.5 28.7 34.8 PHF .732 .855 .625 .843 .618 .833 .771 .884 .575 .850 .784 .835 .888 .675 .598 .820 .865 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 26_CYP_Knott_OW AM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Knott Street
E/W: Orangewood Avenue
Weather: Clear
Knott Street
Orangewood Avenue
Orangewood Avenue
Knott Street
Right
40 Thru
1002
Left
41 Out In Total
813 1083 1896
Right
37 Thru
20 Left
42 Out Total In
238 99 337
Left
23 Thru
673
Right
116
Out In Total
1142 812 1954
Left
103
Thru
81 Right
98 Total Out In
83 282 365
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:45 AM 07:30 AM
+0 mins. 5 210 7 222 11 5 5 21 10 198 35 243 28 15 41 84 +15 mins. 7 237 5 249 8 5 12 25 4 186 37 227 29 30 27 86 +30 mins. 12 293 16 321 17 4 7 28 3 153 18 174 29 21 16 66 +45 mins. 14 279 9 302 10 6 11 27 6 191 16 213 31 23 9 63 Total Volume 38 1019 37 1094 46 20 35 101 23 728 106 857 117 89 93 299 % App. Total 3.5 93.1 3.4 45.5 19.8 34.7 2.7 84.9 12.4 39.1 29.8 31.1 PHF .679 .869 .578 .852 .676 .833 .729 .902 .575 .919 .716 .882 .944 .742 .567 .869 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 26_CYP_Knott_OW PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 1
City of Cypress
N/S: Knott Street
E/W: Orangewood Avenue
Weather: Clear
Groups Printed- Total Volume
Knott Street
Southbound
Orangewood Avenue
Westbound
Knott Street
Northbound
Orangewood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 10 169 22 201 22 24 19 65 10 261 7 278 21 10 16 47 591 04:15 PM 8 234 27 269 20 25 23 68 12 213 15 240 23 8 16 47 624 04:30 PM 7 222 20 249 30 36 29 95 12 251 10 273 24 11 16 51 668 04:45 PM 7 183 22 212 17 22 20 59 11 264 13 288 27 8 20 55 614 Total 32 808 91 931 89 107 91 287 45 989 45 1079 95 37 68 200 2497 05:00 PM 9 210 29 248 25 28 28 81 11 244 18 273 28 14 13 55 657 05:15 PM 8 276 25 309 17 22 15 54 14 261 9 284 20 8 15 43 690 05:30 PM 2 210 20 232 23 14 12 49 9 238 11 258 24 10 21 55 594 05:45 PM 3 198 25 226 18 12 10 40 5 254 20 279 21 8 18 47 592 Total 22 894 99 1015 83 76 65 224 39 997 58 1094 93 40 67 200 2533 Grand Total 54 1702 190 1946 172 183 156 511 84 1986 103 2173 188 77 135 400 5030 Apprch % 2.8 87.5 9.8 33.7 35.8 30.5 3.9 91.4 4.7 47 19.2 33.8 Total % 1.1 33.8 3.8 38.7 3.4 3.6 3.1 10.2 1.7 39.5 2 43.2 3.7 1.5 2.7 8 Knott Street
Southbound
Orangewood Avenue
Westbound
Knott Street
Northbound
Orangewood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 7 222 20 249 30 36 29 95 12 251 10 273 24 11 16 51 668 04:45 PM 7 183 22 212 17 22 20 59 11 264 13 288 27 8 20 55 614 05:00 PM 9 210 29 248 25 28 28 81 11 244 18 273 28 14 13 55 657 05:15 PM 8 276 25 309 17 22 15 54 14 261 9 284 20 8 15 43 690 Total Volume 31 891 96 1018 89 108 92 289 48 1020 50 1118 99 41 64 204 2629 % App. Total 3 87.5 9.4 30.8 37.4 31.8 4.3 91.2 4.5 48.5 20.1 31.4 PHF .861 .807 .828 .824 .742 .750 .793 .761 .857 .966 .694 .970 .884 .732 .800 .927 .953 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 26_CYP_Knott_OW PM
Site Code : 00322257
Start Date : 3/31/2022
Page No : 2
City of Cypress
N/S: Knott Street
E/W: Orangewood Avenue
Weather: Clear
Knott Street
Orangewood Avenue
Orangewood Avenue
Knott Street
Right
96 Thru
891
Left
31 Out In Total
1211 1018 2229
Right
92 Thru
108
Left
89 Out Total In
122 289 411
Left
48 Thru
1020
Right
50 Out In Total
1044 1118 2162
Left
99 Thru
41 Right
64 Total Out In
252 204 456
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:15 PM 04:30 PM 04:15 PM
+0 mins. 7 222 20 249 20 25 23 68 12 251 10 273 23 8 16 47 +15 mins. 7 183 22 212 30 36 29 95 11 264 13 288 24 11 16 51 +30 mins. 9 210 29 248 17 22 20 59 11 244 18 273 27 8 20 55 +45 mins. 8 276 25 309 25 28 28 81 14 261 9 284 28 14 13 55 Total Volume 31 891 96 1018 92 111 100 303 48 1020 50 1118 102 41 65 208 % App. Total 3 87.5 9.4 30.4 36.6 33 4.3 91.2 4.5 49 19.7 31.2 PHF .861 .807 .828 .824 .767 .771 .862 .797 .857 .966 .694 .970 .911 .732 .813 .945 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\ Cypress Housing Element Implementation Report _Final_05252023.docx (05/25/23)
APPENDIX B
VOLUME DEVELOPMENT WORKSHEETS
AM PM
Total Total
Vehicles Vehicles
1 NBL 385 443
NBT 00
NBR 193 190
SBL 00
SBT 00
SBR 00
EBL 00
EBT 582 736
EBR 339 366
WBL 133 135
WBT 697 786
WBR 00
North Leg
Approach 0 0
Departure 0 0
Total 0 0
South Leg
Approach 578 633
Departure 472 501
Total 1,050 1,134
East Leg
Approach 830 921
Departure 775 926
Total 1,605 1,847
West Leg
Approach 921 1,102
Departure 1,082 1,229
Total 2,003 2,331
Total Approaches
Approach 2,329 2,656
Departure 2,329 2,656
Total 4,658 5,312
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
Bloomfield Street /Lincoln Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
2 NBL 173 158
NBT 96
NBR 198 121
SBL 18 58
SBT 4 20
SBR 13 181
EBL 66 41
EBT 556 735
EBR 136 141
WBL 276 102
WBT 658 610
WBR 32 26
North Leg
Approach 35 259
Departure 107 73
Total 142 332
South Leg
Approach 380 285
Departure 416 263
Total 796 548
East Leg
Approach 966 738
Departure 772 914
Total 1,738 1,652
West Leg
Approach 758 917
Departure 844 949
Total 1,602 1,866
Total Approaches
Approach 2,139 2,199
Departure 2,139 2,199
Total 4,278 4,398
Lexington Drive‐Denni /Lincoln Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
3 NBL 156 109
NBT 526 516
NBR 103 83
SBL 171 148
SBT 721 632
SBR 191 167
EBL 133 159
EBT 471 601
EBR 114 102
WBL 61 75
WBT 538 551
WBR 182 166
North Leg
Approach 1,083 947
Departure 841 841
Total 1,924 1,788
South Leg
Approach 785 708
Departure 896 809
Total 1,681 1,517
East Leg
Approach 781 792
Departure 745 832
Total 1,526 1,624
West Leg
Approach 718 862
Departure 885 827
Total 1,603 1,689
Total Approaches
Approach 3,367 3,309
Departure 3,367 3,309
Total 6,734 6,618
Moody Street /Lincoln Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
4 NBL 82 65
NBT 437 616
NBR 130 143
SBL 111 143
SBT 539 559
SBR 125 100
EBL 89 100
EBT 627 649
EBR 62 75
WBL 111 119
WBT 589 621
WBR 106 156
North Leg
Approach 775 802
Departure 632 872
Total 1,407 1,674
South Leg
Approach 649 824
Departure 712 753
Total 1,361 1,577
East Leg
Approach 806 896
Departure 868 935
Total 1,674 1,831
West Leg
Approach 778 824
Departure 796 786
Total 1,574 1,610
Total Approaches
Approach 3,008 3,346
Departure 3,008 3,346
Total 6,016 6,692
Walker Street /Lincoln Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
5 NBL 131 221
NBT 792 1,256
NBR 91 155
SBL 108 227
SBT 1,196 1,081
SBR 131 145
EBL 162 231
EBT 371 498
EBR 144 190
WBL 173 213
WBT 505 496
WBR 114 142
North Leg
Approach 1,435 1,453
Departure 1,068 1,629
Total 2,503 3,082
South Leg
Approach 1,014 1,632
Departure 1,513 1,484
Total 2,527 3,116
East Leg
Approach 792 851
Departure 570 880
Total 1,362 1,731
West Leg
Approach 677 919
Departure 767 862
Total 1,444 1,781
Total Approaches
Approach 3,918 4,855
Departure 3,918 4,855
Total 7,836 9,710
Valley View Street/Lincoln Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
6 NBL 102 42
NBT 368 513
NBR 129 65
SBL 158 133
SBT 508 516
SBR 109 75
EBL 132 63
EBT 483 250
EBR 113 33
WBL 64 60
WBT 405 285
WBR 97 102
North Leg
Approach 775 724
Departure 597 678
Total 1,372 1,402
South Leg
Approach 599 620
Departure 685 609
Total 1,284 1,229
East Leg
Approach 566 447
Departure 770 448
Total 1,336 895
West Leg
Approach 728 346
Departure 616 402
Total 1,344 748
Total Approaches
Approach 2,668 2,137
Departure 2,668 2,137
Total 5,336 4,274
Moody Street /Orange Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
7 NBL 147 78
NBT 459 680
NBR 125 135
SBL 64 87
SBT 600 598
SBR 113 50
EBL 108 73
EBT 450 390
EBR 109 99
WBL 102 110
WBT 538 360
WBR 88 81
North Leg
Approach 777 735
Departure 655 834
Total 1,432 1,569
South Leg
Approach 731 893
Departure 811 807
Total 1,542 1,700
East Leg
Approach 728 551
Departure 639 612
Total 1,367 1,163
West Leg
Approach 667 562
Departure 798 488
Total 1,465 1,050
Total Approaches
Approach 2,903 2,741
Departure 2,903 2,741
Total 5,806 5,482
Walker Street /Orange Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
8 NBL 118 167
NBT 902 1,537
NBR 99 136
SBL 75 127
SBT 1,255 1,303
SBR 97 127
EBL 123 124
EBT 369 355
EBR 239 127
WBL 131 152
WBT 405 288
WBR 103 134
North Leg
Approach 1,427 1,557
Departure 1,128 1,795
Total 2,555 3,352
South Leg
Approach 1,119 1,840
Departure 1,625 1,582
Total 2,744 3,422
East Leg
Approach 639 574
Departure 543 618
Total 1,182 1,192
West Leg
Approach 731 606
Departure 620 582
Total 1,351 1,188
Total Approaches
Approach 3,916 4,577
Departure 3,916 4,577
Total 7,832 9,154
Valley View Street/Orange Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
9 NBL 53 54
NBT 78 174
NBR 30 33
SBL 58 51
SBT 119 109
SBR 94 114
EBL 74 96
EBT 336 351
EBR 48 57
WBL 70 30
WBT 435 344
WBR 103 59
North Leg
Approach 271 274
Departure 255 329
Total 526 603
South Leg
Approach 161 261
Departure 237 196
Total 398 457
East Leg
Approach 608 433
Departure 424 435
Total 1,032 868
West Leg
Approach 458 504
Departure 582 512
Total 1,040 1,016
Total Approaches
Approach 1,498 1,472
Departure 1,498 1,472
Total 2,996 2,944
Holder Street /Orange Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
10 NBL 102 115
NBT 612 661
NBR 75 86
SBL 112 191
SBT 550 686
SBR 259 84
EBL 135 150
EBT 193 397
EBR 54 108
WBL 68 65
WBT 325 226
WBR 135 116
North Leg
Approach 921 961
Departure 882 927
Total 1,803 1,888
South Leg
Approach 789 862
Departure 672 859
Total 1,461 1,721
East Leg
Approach 528 407
Departure 380 674
Total 908 1,081
West Leg
Approach 382 655
Departure 686 425
Total 1,068 1,080
Total Approaches
Approach 2,620 2,885
Departure 2,620 2,885
Total 5,240 5,770
Bloomfield Street /Ball Road
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
11 NBL 87 74
NBT 252 350
NBR 67 61
SBL 149 104
SBT 476 329
SBR 138 112
EBL 78 128
EBT 816 682
EBR 99 61
WBL 73 72
WBT 814 673
WBR 166 109
North Leg
Approach 763 545
Departure 496 587
Total 1,259 1,132
South Leg
Approach 406 485
Departure 648 462
Total 1,054 947
East Leg
Approach 1,053 854
Departure 1,032 847
Total 2,085 1,701
West Leg
Approach 993 871
Departure 1,039 859
Total 2,032 1,730
Total Approaches
Approach 3,215 2,755
Departure 3,215 2,755
Total 6,430 5,510
Moody Street /Ball Road
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
12 NBL 102 85
NBT 339 652
NBR 72 84
SBL 124 142
SBT 579 523
SBR 59 83
EBL 77 92
EBT 732 642
EBR 168 76
WBL 104 89
WBT 770 697
WBR 144 142
North Leg
Approach 762 748
Departure 560 886
Total 1,322 1,634
South Leg
Approach 513 821
Departure 851 688
Total 1,364 1,509
East Leg
Approach 1,018 928
Departure 928 868
Total 1,946 1,796
West Leg
Approach 977 810
Departure 931 865
Total 1,908 1,675
Total Approaches
Approach 3,270 3,307
Departure 3,270 3,307
Total 6,540 6,614
Walker Street /Ball Road
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
13 NBL 205 262
NBT 894 1,508
NBR 81 162
SBL 111 171
SBT 1,238 1,136
SBR 126 203
EBL 172 202
EBT 556 611
EBR 186 177
WBL 264 169
WBT 678 458
WBR 91 129
North Leg
Approach 1,475 1,510
Departure 1,157 1,839
Total 2,632 3,349
South Leg
Approach 1,180 1,932
Departure 1,688 1,482
Total 2,868 3,414
East Leg
Approach 1,033 756
Departure 748 944
Total 1,781 1,700
West Leg
Approach 914 990
Departure 1,009 923
Total 1,923 1,913
Total Approaches
Approach 4,602 5,188
Departure 4,602 5,188
Total 9,204 10,376
Valley View Street/Ball Road
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
14 NBL 171 81
NBT 332 424
NBR 173 124
SBL 99 72
SBT 520 269
SBR 110 117
EBL 45 140
EBT 689 851
EBR 166 91
WBL 194 90
WBT 648 702
WBR 65 125
North Leg
Approach 729 458
Departure 442 689
Total 1,171 1,147
South Leg
Approach 676 629
Departure 880 450
Total 1,556 1,079
East Leg
Approach 907 917
Departure 961 1,047
Total 1,868 1,964
West Leg
Approach 900 1,082
Departure 929 900
Total 1,829 1,982
Total Approaches
Approach 3,212 3,086
Departure 3,212 3,086
Total 6,424 6,172
Bloomfield Street /Cerritos Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
15 NBL 37 37
NBT 68 124
NBR 33 81
SBL 122 87
SBT 94 48
SBR 139 77
EBL 77 103
EBT 633 880
EBR 59 34
WBL 86 48
WBT 700 743
WBR 130 113
North Leg
Approach 355 212
Departure 275 340
Total 630 552
South Leg
Approach 138 242
Departure 239 130
Total 377 372
East Leg
Approach 916 904
Departure 788 1,048
Total 1,704 1,952
West Leg
Approach 769 1,017
Departure 876 857
Total 1,645 1,874
Total Approaches
Approach 2,178 2,375
Departure 2,178 2,375
Total 4,356 4,750
Lexington Drive‐Denni /Cerritos Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
16 NBL 02
NBT 11
NBR 00
SBL 391 228
SBT 10
SBR 217 142
EBL 68 180
EBT 713 918
EBR 11
WBL 11
WBT 698 774
WBR 160 304
North Leg
Approach 609 370
Departure 229 485
Total 838 855
South Leg
Approach 1 3
Departure 3 2
Total 4 5
East Leg
Approach 859 1,079
Departure 1,104 1,146
Total 1,963 2,225
West Leg
Approach 782 1,099
Departure 915 918
Total 1,697 2,017
Total Approaches
Approach 2,251 2,551
Departure 2,251 2,551
Total 4,502 5,102
Moody Street /Cerritos Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
17 NBL 98 258
NBT 238 567
NBR 61 160
SBL 130 110
SBT 564 428
SBR 41 68
EBL 27 77
EBT 767 824
EBR 287 214
WBL 85 94
WBT 734 770
WBR 109 148
North Leg
Approach 735 606
Departure 374 792
Total 1,109 1,398
South Leg
Approach 397 985
Departure 936 736
Total 1,333 1,721
East Leg
Approach 928 1,012
Departure 958 1,094
Total 1,886 2,106
West Leg
Approach 1,081 1,115
Departure 873 1,096
Total 1,954 2,211
Total Approaches
Approach 3,141 3,718
Departure 3,141 3,718
Total 6,282 7,436
Walker Street /Cerritos Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
18 NBL 199 283
NBT 955 1,599
NBR 46 163
SBL 267 140
SBT 1,267 1,168
SBR 105 224
EBL 117 238
EBT 404 599
EBR 289 220
WBL 121 94
WBT 512 459
WBR 107 109
North Leg
Approach 1,639 1,532
Departure 1,179 1,946
Total 2,818 3,478
South Leg
Approach 1,200 2,045
Departure 1,677 1,482
Total 2,877 3,527
East Leg
Approach 740 662
Departure 717 902
Total 1,457 1,564
West Leg
Approach 810 1,057
Departure 816 966
Total 1,626 2,023
Total Approaches
Approach 4,389 5,296
Departure 4,389 5,296
Total 8,778 10,592
Valley View Street/Cerritos Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
19 NBL 66 113
NBT 36 39
NBR 88 194
SBL 80 82
SBT 13 11
SBR 97 82
EBL 104 93
EBT 1,120 1,363
EBR 135 49
WBL 126 78
WBT 1,090 1,263
WBR 74 79
North Leg
Approach 190 175
Departure 214 211
Total 404 386
South Leg
Approach 190 346
Departure 274 138
Total 464 484
East Leg
Approach 1,290 1,420
Departure 1,288 1,639
Total 2,578 3,059
West Leg
Approach 1,359 1,505
Departure 1,253 1,458
Total 2,612 2,963
Total Approaches
Approach 3,029 3,446
Departure 3,029 3,446
Total 6,058 6,892
Lexington Drive /Katella Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
20 NBL 29 54
NBT 22
NBR 30 35
SBL 35 80
SBT 22
SBR 7 41
EBL 91 130
EBT 1,229 1,489
EBR 34 33
WBL 35 54
WBT 1,329 1,373
WBR 31 37
North Leg
Approach 44 123
Departure 124 169
Total 168 292
South Leg
Approach 61 91
Departure 71 89
Total 132 180
East Leg
Approach 1,395 1,464
Departure 1,294 1,604
Total 2,689 3,068
West Leg
Approach 1,354 1,652
Departure 1,365 1,468
Total 2,719 3,120
Total Approaches
Approach 2,854 3,330
Departure 2,854 3,330
Total 5,708 6,660
Siboney Street‐Race Track/Katella Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
21 NBL 18
NBT 04
NBR 32
SBL 509 490
SBT 02
SBR 218 246
EBL 221 343
EBT 1,051 1,382
EBR 42
WBL 91
WBT 1,193 1,354
WBR 303 322
North Leg
Approach 727 738
Departure 524 669
Total 1,251 1,407
South Leg
Approach 4 14
Departure 13 5
Total 17 19
East Leg
Approach 1,505 1,677
Departure 1,563 1,874
Total 3,068 3,551
West Leg
Approach 1,276 1,727
Departure 1,412 1,608
Total 2,688 3,335
Total Approaches
Approach 3,512 4,156
Departure 3,512 4,156
Total 7,024 8,312
Walker Street /Katella Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
22 NBL 639 510
NBT 1,239 1,406
NBR 169 168
SBL 177 161
SBT 1,059 1,156
SBR 198 209
EBL 153 279
EBT 652 796
EBR 470 661
WBL 131 275
WBT 710 743
WBR 109 201
North Leg
Approach 1,434 1,526
Departure 1,501 1,886
Total 2,935 3,412
South Leg
Approach 2,047 2,084
Departure 1,660 2,092
Total 3,707 4,176
East Leg
Approach 950 1,219
Departure 998 1,125
Total 1,948 2,344
West Leg
Approach 1,275 1,736
Departure 1,547 1,462
Total 2,822 3,198
Total Approaches
Approach 5,706 6,565
Departure 5,706 6,565
Total 11,412 13,130
Valley View Street/Katella Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
23 NBL 1 37
NBT 08
NBR 2 22
SBL 87 123
SBT 53
SBR 108 92
EBL 30 57
EBT 791 1,123
EBR 24 7
WBL 30 11
WBT 943 986
WBR 97 145
North Leg
Approach 200 218
Departure 127 210
Total 327 428
South Leg
Approach 3 67
Departure 59 21
Total 62 88
East Leg
Approach 1,070 1,142
Departure 880 1,268
Total 1,950 2,410
West Leg
Approach 845 1,187
Departure 1,052 1,115
Total 1,897 2,302
Total Approaches
Approach 2,118 2,614
Departure 2,118 2,614
Total 4,236 5,228
Holder Street /Katella Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
24 NBL 224 221
NBT 445 847
NBR 108 103
SBL 81 144
SBT 770 606
SBR 129 94
EBL 57 290
EBT 502 915
EBR 180 287
WBL 178 230
WBT 781 711
WBR 64 103
North Leg
Approach 980 844
Departure 566 1,240
Total 1,546 2,084
South Leg
Approach 777 1,171
Departure 1,128 1,123
Total 1,905 2,294
East Leg
Approach 1,023 1,044
Departure 691 1,162
Total 1,714 2,206
West Leg
Approach 739 1,492
Departure 1,134 1,026
Total 1,873 2,518
Total Approaches
Approach 3,519 4,551
Departure 3,519 4,551
Total 7,038 9,102
Knott Avenue /Katella Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
25 NBL 18 4
NBT 1,701 1,704
NBR 73 91
SBL 178 336
SBT 1,518 1,846
SBR 35 64
EBL 100 76
EBT 34 20
EBR 17 17
WBL 91 74
WBT 18 11
WBR 370 261
North Leg
Approach 1,731 2,246
Departure 2,171 2,041
Total 3,902 4,287
South Leg
Approach 1,792 1,799
Departure 1,626 1,937
Total 3,418 3,736
East Leg
Approach 479 346
Departure 285 447
Total 764 793
West Leg
Approach 151 113
Departure 71 79
Total 222 192
Total Approaches
Approach 4,153 4,504
Departure 4,153 4,504
Total 8,306 9,008
Valley View Street/Orangewood Avenue
AM PM
Total Total
Vehicles Vehicles
(Intersections Without Classification Counts)
Peak Hour Peak Hour
Table B‐1 ‐ Existing Peak Hour Volumes
26 NBL 23 48
NBT 673 1,020
NBR 116 50
SBL 41 31
SBT 1,002 891
SBR 40 96
EBL 103 99
EBT 81 41
EBR 98 64
WBL 42 89
WBT 20 108
WBR 37 92
North Leg
Approach 1,083 1,018
Departure 813 1,211
Total 1,896 2,229
South Leg
Approach 812 1,118
Departure 1,142 1,044
Total 1,954 2,162
East Leg
Approach 99 289
Departure 238 122
Total 337 411
West Leg
Approach 282 204
Departure 83 252
Total 365 456
Total Approaches
Approach 2,276 2,629
Departure 2,276 2,629
Total 4,552 5,258
Knott Avenue /Orangewood Avenue
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
1Bloomfield Street /Lincoln Avenue
NBL 385 404 404 0 443 463 461 ‐2
NBT 0 0 0 0 0 0 0 0
NBR 193 365 357 ‐8 190 305 304 ‐1
SBL 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0
EBT 582 1,069 1,045 ‐24 736 865 914 49
EBR 339 432 428 ‐4 366 384 384 0
WBL 133 275 275 0 135 243 240 ‐3
WBT 697 798 856 58 786 1,200 1,190 ‐10
WBR 0 0 0 0 0 0 0 0
North Leg
Approach 0 00 0 0 0
Departure 0 00 0 0 0
Total 0 00 0 0 0
South Leg
Approach 578 769 761 633 768 765
Departure 472 707 703 501 627 624
Total 1,050 1,476 1,464 1,134 1,395 1,389
East Leg
Approach 830 1,073 1,131 921 1,443 1,430
Departure 775 1,434 1,402 926 1,170 1,218
Total 1,605 2,507 2,533 1,847 2,613 2,648
West Leg
Approach 921 1,501 1,473 1,102 1,249 1,298
Departure 1,082 1,202 1,260 1,229 1,663 1,651
Total 2,003 2,703 2,733 2,331 2,912 2,949
Total Approaches
Approach 2,329 3,343 3,365 2,656 3,460 3,493
Departure 2,329 3,343 3,365 2,656 3,460 3,493
Total 4,658 6,687 6,731 5,312 6,921 6,987
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 2 Lexington Drive‐Denni /Lincoln Avenue
NBL 173 182 184 2 158 166 166 0
NBT 9 9 9 0 6 6 6 0
NBR 198 230 260 30 121 127 127 0
SBL 18 21 21 0 58 61 61 0
SBT 4 4 4 0 20 21 21 0
SBR 13 14 14 0 181 188 186 ‐2
EBL 66 72 71 ‐1 41 43 43 0
EBT 556 1,184 1,165 ‐19 735 980 1,006 26
EBR 136 165 153 ‐12 141 141 163 22
WBL 276 280 290 10 102 132 151 19
WBT 658 922 955 33 610 1,130 1,128 ‐2
WBR 32 34 34 0 26 31 31 0
North Leg
Approach 35 39 39 259 270 268
Departure 107 115 114 73 80 80
Total 142 154 153 332 350 348
South Leg
Approach 380 421 453 285 299 299
Departure 416 449 447 263 294 335
Total 796 870 900 548 593 634
East Leg
Approach 966 1,236 1,278 738 1,293 1,310
Departure 772 1,435 1,446 914 1,168 1,194
Total 1,738 2,671 2,724 1,652 2,461 2,504
West Leg
Approach 758 1,421 1,389 917 1,164 1,212
Departure 844 1,117 1,153 949 1,484 1,480
Total 1,602 2,538 2,542 1,866 2,648 2,692
Total Approaches
Approach 2,139 3,117 3,160 2,199 3,026 3,089
Departure 2,139 3,117 3,160 2,199 3,026 3,089
Total 4,278 6,233 6,319 4,398 6,052 6,178
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 3 Moody Street /Lincoln Avenue
NBL 156 199 201 2 109 178 174 ‐4
NBT 526 552 552 0 516 518 532 14
NBR 103 210 227 17 83 142 153 11
SBL 171 210 229 19 148 155 152 ‐3
SBT 721 769 783 14 632 664 664 0
SBR 191 201 201 0 167 175 175 0
EBL 133 140 140 0 159 167 167 0
EBT 471 1,055 1,082 27 601 843 863 20
EBR 114 221 213 ‐8 102 122 126 4
WBL 61 127 129 2 75 128 147 19
WBT 538 807 817 10 551 1,055 1,091 36
WBR 182 191 186 ‐5 166 195 212 17
North Leg
Approach 1,083 1,180 1,213 947 994 991
Departure 841 883 878 841 880 911
Total 1,924 2,063 2,091 1,788 1,874 1,902
South Leg
Approach 785 961 980 708 838 859
Departure 896 1,117 1,125 809 914 937
Total 1,681 2,078 2,105 1,517 1,752 1,796
East Leg
Approach 781 1,125 1,132 792 1,378 1,450
Departure 745 1,475 1,538 832 1,140 1,168
Total 1,526 2,600 2,670 1,624 2,518 2,618
West Leg
Approach 718 1,416 1,435 862 1,132 1,156
Departure 885 1,207 1,219 827 1,408 1,440
Total 1,603 2,622 2,653 1,689 2,540 2,596
Total Approaches
Approach 3,367 4,682 4,760 3,309 4,342 4,456
Departure 3,367 4,682 4,760 3,309 4,342 4,456
Total 6,734 9,363 9,519 6,618 8,685 8,912
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 4 Walker Street /Lincoln Avenue
NBL 82 88 94 6 65 102 103 1
NBT 437 459 459 0 616 647 647 0
NBR 130 193 203 10 143 171 169 ‐2
SBL 111 158 158 0 143 150 148 ‐2
SBT 539 576 575 ‐1 559 587 587 0
SBR 125 129 130 1 100 130 139 9
EBL 89 120 122 2 100 107 112 5
EBT 627 1,291 1,349 58 649 844 867 23
EBR 62 96 100 4 75 91 92 1
WBL 111 163 164 1 119 155 157 2
WBT 589 837 844 7 621 1,138 1,201 63
WBR 106 136 132 ‐4 156 179 188 9
North Leg
Approach 775 863 863 802 867 874
Departure 632 715 713 872 933 947
Total 1,407 1,578 1,576 1,674 1,800 1,821
South Leg
Approach 649 740 756 824 920 919
Departure 712 835 839 753 833 836
Total 1,361 1,575 1,595 1,577 1,753 1,755
East Leg
Approach 806 1,136 1,140 896 1,472 1,546
Departure 868 1,642 1,710 935 1,165 1,184
Total 1,674 2,778 2,850 1,831 2,637 2,730
West Leg
Approach 778 1,507 1,571 824 1,042 1,071
Departure 796 1,054 1,068 786 1,370 1,443
Total 1,574 2,561 2,639 1,610 2,412 2,514
Total Approaches
Approach 3,008 4,246 4,330 3,346 4,301 4,410
Departure 3,008 4,246 4,330 3,346 4,301 4,410
Total 6,016 8,492 8,660 6,692 8,602 8,820
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 5 Valley View Street/Lincoln Avenue
NBL 131 142 141 ‐1 221 286 310 24
NBT 792 832 832 0 1,256 1,319 1,319 0
NBR 91 116 123 7 155 180 180 0
SBL 108 172 189 17 227 304 296 ‐8
SBT 1,196 1,314 1,334 20 1,081 1,135 1,135 0
SBR 131 177 183 6 145 216 229 13
EBL 162 282 282 0 231 269 273 4
EBT 371 929 973 44 498 675 688 13
EBR 144 248 240 ‐8 190 200 195 ‐5
WBL 173 213 207 ‐6 213 261 263 2
WBT 505 762 758 ‐4 496 939 1,001 62
WBR 114 141 142 1 142 207 203 ‐4
North Leg
Approach 1,435 1,663 1,706 1,453 1,655 1,660
Departure 1,068 1,255 1,256 1,629 1,795 1,795
Total 2,503 2,918 2,962 3,082 3,450 3,455
South Leg
Approach 1,014 1,090 1,096 1,632 1,785 1,809
Departure 1,513 1,775 1,781 1,484 1,596 1,593
Total 2,527 2,865 2,877 3,116 3,380 3,402
East Leg
Approach 792 1,116 1,107 851 1,407 1,467
Departure 570 1,217 1,285 880 1,159 1,164
Total 1,362 2,333 2,392 1,731 2,566 2,631
West Leg
Approach 677 1,459 1,495 919 1,144 1,156
Departure 767 1,081 1,082 862 1,441 1,540
Total 1,444 2,540 2,577 1,781 2,585 2,696
Total Approaches
Approach 3,918 5,328 5,404 4,855 5,990 6,092
Departure 3,918 5,328 5,404 4,855 5,990 6,092
Total 7,836 10,655 10,807 9,710 11,981 12,184
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 6 Moody Street /Orange Avenue
NBL 102 107 107 0 42 53 61 8
NBT 368 386 386 0 513 623 637 14
NBR 129 135 135 0 65 68 68 0
SBL 158 218 206 ‐12 133 137 140 3
SBT 508 624 646 22 516 542 542 0
SBR 109 146 137 ‐9 75 125 122 ‐3
EBL 132 228 226 ‐2 63 66 66 0
EBT 483 547 560 13 250 263 263 0
EBR 113 114 128 14 33 35 35 0
WBL 64 67 67 0 60 63 63 0
WBT 405 425 425 0 285 316 333 17
WBR 97 113 111 ‐2 102 109 103 ‐6
North Leg
Approach 775 988 989 724 804 803
Departure 597 727 723 678 798 806
Total 1,372 1,715 1,712 1,402 1,602 1,610
South Leg
Approach 599 629 629 620 744 766
Departure 685 805 841 609 639 639
Total 1,284 1,434 1,470 1,229 1,384 1,406
East Leg
Approach 566 605 603 447 488 499
Departure 770 900 901 448 468 470
Total 1,336 1,506 1,505 895 956 969
West Leg
Approach 728 889 914 346 363 363
Departure 616 678 669 402 494 516
Total 1,344 1,567 1,583 748 857 879
Total Approaches
Approach 2,668 3,111 3,135 2,137 2,399 2,432
Departure 2,668 3,111 3,135 2,137 2,399 2,432
Total 5,336 6,223 6,271 4,274 4,799 4,864
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 7 Walker Street /Orange Avenue
NBL 147 154 154 0 78 78 85 7
NBT 459 503 522 19 680 728 727 ‐1
NBR 125 158 172 14 135 144 149 5
SBL 64 86 90 4 87 91 91 0
SBT 600 706 705 ‐1 598 610 615 5
SBR 113 119 119 0 50 53 53 0
EBL 108 114 114 0 73 77 77 0
EBT 450 548 575 27 390 410 410 0
EBR 109 116 117 1 99 104 104 0
WBL 102 105 104 ‐1 110 147 154 7
WBT 538 565 565 0 360 421 453 32
WBR 88 90 89 ‐1 81 102 100 ‐2
North Leg
Approach 777 911 914 735 754 759
Departure 655 707 725 834 907 904
Total 1,432 1,618 1,639 1,569 1,661 1,663
South Leg
Approach 731 815 848 893 950 961
Departure 811 927 926 807 861 873
Total 1,542 1,742 1,774 1,700 1,811 1,834
East Leg
Approach 728 760 758 551 670 707
Departure 639 792 837 612 645 650
Total 1,367 1,552 1,595 1,163 1,315 1,357
West Leg
Approach 667 778 806 562 590 590
Departure 798 838 838 488 552 591
Total 1,465 1,616 1,644 1,050 1,142 1,181
Total Approaches
Approach 2,903 3,264 3,326 2,741 2,964 3,017
Departure 2,903 3,264 3,326 2,741 2,964 3,017
Total 5,806 6,528 6,652 5,482 5,928 6,034
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 8 Valley View Street/Orange Avenue
NBL 118 124 124 0 167 215 224 9
NBT 902 947 947 0 1,537 1,615 1,633 18
NBR 99 141 144 3 136 137 143 6
SBL 75 98 103 5 127 133 133 0
SBT 1,255 1,500 1,509 9 1,303 1,368 1,368 0
SBR 97 102 102 0 127 140 152 12
EBL 123 129 129 0 124 130 130 0
EBT 369 488 524 36 355 373 373 0
EBR 239 290 298 8 127 133 133 0
WBL 131 145 140 ‐5 152 163 160 ‐3
WBT 405 425 425 0 288 344 363 19
WBR 103 108 108 0 134 141 134 ‐7
North Leg
Approach 1,427 1,700 1,714 1,557 1,642 1,654
Departure 1,128 1,184 1,184 1,795 1,886 1,897
Total 2,555 2,884 2,898 3,352 3,527 3,551
South Leg
Approach 1,119 1,212 1,215 1,840 1,967 2,000
Departure 1,625 1,935 1,947 1,582 1,665 1,662
Total 2,744 3,147 3,162 3,422 3,632 3,661
East Leg
Approach 639 678 673 574 648 657
Departure 543 727 771 618 643 649
Total 1,182 1,405 1,444 1,192 1,291 1,306
West Leg
Approach 731 907 951 606 636 636
Departure 620 651 651 582 699 739
Total 1,351 1,558 1,602 1,188 1,335 1,375
Total Approaches
Approach 3,916 4,497 4,553 4,577 4,893 4,947
Departure 3,916 4,497 4,553 4,577 4,893 4,947
Total 7,832 8,995 9,107 9,154 9,785 9,893
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 9 Holder Street /Orange Avenue
NBL 53 179 175 ‐4 54 168 174 6
NBT 78 255 253 ‐2 174 411 422 11
NBR 30 125 126 1 33 86 86 0
SBL 58 61 61 0 51 54 54 0
SBT 119 320 339 19 109 296 297 1
SBR 94 99 99 0 114 120 120 0
EBL 74 78 78 0 96 101 101 0
EBT 336 380 406 26 351 369 369 0
EBR 48 196 212 16 57 151 150 ‐1
WBL 70 183 180 ‐3 30 105 108 3
WBT 435 457 457 0 344 361 361 0
WBR 103 108 108 0 59 62 62 0
North Leg
Approach 271 480 499 274 469 470
Departure 255 441 439 329 574 585
Total 526 920 937 603 1,043 1,055
South Leg
Approach 161 559 554 261 665 682
Departure 237 699 731 196 552 555
Total 398 1,258 1,285 457 1,217 1,237
East Leg
Approach 608 748 745 433 528 531
Departure 424 566 593 435 508 508
Total 1,032 1,314 1,338 868 1,036 1,039
West Leg
Approach 458 654 696 504 620 619
Departure 582 734 730 512 649 655
Total 1,040 1,388 1,426 1,016 1,269 1,274
Total Approaches
Approach 1,498 2,440 2,493 1,472 2,283 2,303
Departure 1,498 2,440 2,493 1,472 2,283 2,303
Total 2,996 4,880 4,986 2,944 4,566 4,606
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 10 Bloomfield Street /Ball Road
NBL 102 107 105 ‐2 115 125 131 6
NBT 612 704 704 0 661 694 694 0
NBR 75 96 98 2 86 90 90 0
SBL 112 139 138 ‐1 191 201 198 ‐3
SBT 550 589 605 16 686 757 756 ‐1
SBR 259 272 272 0 84 127 123 ‐4
EBL 135 198 187 ‐11 150 164 161 ‐3
EBT 193 315 304 ‐11 397 417 417 0
EBR 54 76 76 0 108 113 113 0
WBL 68 71 73 2 65 68 68 0
WBT 325 341 341 0 226 301 296 ‐5
WBR 135 137 143 6 116 136 133 ‐3
North Leg
Approach 921 1,000 1,015 961 1,085 1,077
Departure 882 1,039 1,034 927 994 988
Total 1,803 2,039 2,049 1,888 2,079 2,065
South Leg
Approach 789 907 907 862 909 915
Departure 672 736 754 859 939 938
Total 1,461 1,644 1,661 1,721 1,848 1,853
East Leg
Approach 528 550 557 407 505 497
Departure 380 550 540 674 708 705
Total 908 1,100 1,097 1,081 1,213 1,202
West Leg
Approach 382 589 567 655 694 691
Departure 686 720 718 425 553 550
Total 1,068 1,309 1,285 1,080 1,247 1,241
Total Approaches
Approach 2,620 3,046 3,046 2,885 3,193 3,181
Departure 2,620 3,046 3,046 2,885 3,193 3,181
Total 5,240 6,091 6,092 5,770 6,387 6,362
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 11 Moody Street /Ball Road
NBL 87 91 92 1 74 99 84 ‐15
NBT 252 265 265 0 350 397 387 ‐10
NBR 67 76 71 ‐5 61 64 64 0
SBL 149 168 182 14 104 109 109 0
SBT 476 516 517 1 329 345 329 ‐16
SBR 138 142 168 26 112 118 122 4
EBL 78 82 83 1 128 144 160 16
EBT 816 990 993 3 682 716 716 0
EBR 99 116 107 ‐9 61 79 72 ‐7
WBL 73 77 77 0 72 81 77 ‐4
WBT 814 855 855 0 673 777 784 7
WBR 166 174 174 0 109 114 123 9
North Leg
Approach 763 826 867 545 572 560
Departure 496 521 522 587 655 670
Total 1,259 1,347 1,389 1,132 1,228 1,230
South Leg
Approach 406 432 428 485 560 535
Departure 648 709 701 462 505 478
Total 1,054 1,140 1,128 947 1,066 1,013
East Leg
Approach 1,053 1,106 1,106 854 972 984
Departure 1,032 1,234 1,246 847 889 889
Total 2,085 2,340 2,352 1,701 1,862 1,873
West Leg
Approach 993 1,188 1,183 871 939 948
Departure 1,039 1,088 1,115 859 994 990
Total 2,032 2,276 2,298 1,730 1,933 1,938
Total Approaches
Approach 3,215 3,551 3,583 2,755 3,044 3,027
Departure 3,215 3,551 3,583 2,755 3,044 3,027
Total 6,430 7,102 7,167 5,510 6,088 6,055
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 12 Walker Street /Ball Road
NBL 102 107 107 0 85 89 89 0
NBT 339 382 424 42 652 688 696 8
NBR 72 91 103 12 84 88 88 0
SBL 124 200 203 3 142 149 149 0
SBT 579 709 709 0 523 549 570 21
SBR 59 66 67 1 83 90 86 ‐4
EBL 77 81 80 ‐1 92 93 98 5
EBT 732 862 872 10 642 674 674 0
EBR 168 176 176 0 76 80 80 0
WBL 104 109 109 0 89 96 106 10
WBT 770 809 809 0 697 778 790 12
WBR 144 160 158 ‐2 142 180 194 14
North Leg
Approach 762 975 979 748 788 805
Departure 560 623 662 886 961 988
Total 1,322 1,598 1,641 1,634 1,749 1,793
South Leg
Approach 513 580 634 821 865 873
Departure 851 995 995 688 725 756
Total 1,364 1,575 1,629 1,509 1,590 1,629
East Leg
Approach 1,018 1,078 1,076 928 1,054 1,090
Departure 928 1,153 1,178 868 911 911
Total 1,946 2,231 2,254 1,796 1,965 2,001
West Leg
Approach 977 1,119 1,128 810 847 852
Departure 931 982 983 865 957 965
Total 1,908 2,101 2,111 1,675 1,804 1,817
Total Approaches
Approach 3,270 3,752 3,817 3,307 3,554 3,620
Departure 3,270 3,752 3,817 3,307 3,554 3,620
Total 6,540 7,504 7,634 6,614 7,109 7,241
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 13 Valley View Street/Ball Road
NBL 205 215 215 0 262 292 298 6
NBT 894 939 939 0 1,508 1,592 1,602 10
NBR 81 87 88 1 162 170 170 0
SBL 111 150 154 4 171 180 180 0
SBT 1,238 1,470 1,473 3 1,136 1,193 1,193 0
SBR 126 132 133 1 203 226 233 7
EBL 172 202 207 5 202 212 212 0
EBT 556 732 751 19 611 642 642 0
EBR 186 215 215 0 177 186 186 0
WBL 264 264 277 13 169 170 172 2
WBT 678 712 712 0 458 535 559 24
WBR 91 93 92 ‐1 129 143 147 4
North Leg
Approach 1,475 1,752 1,760 1,510 1,598 1,605
Departure 1,157 1,234 1,238 1,839 1,947 1,961
Total 2,632 2,986 2,998 3,349 3,545 3,566
South Leg
Approach 1,180 1,241 1,242 1,932 2,054 2,070
Departure 1,688 1,949 1,965 1,482 1,549 1,551
Total 2,868 3,190 3,207 3,414 3,603 3,621
East Leg
Approach 1,033 1,069 1,081 756 848 878
Departure 748 969 993 944 991 991
Total 1,781 2,038 2,074 1,700 1,839 1,869
West Leg
Approach 914 1,149 1,173 990 1,040 1,040
Departure 1,009 1,059 1,060 923 1,053 1,090
Total 1,923 2,208 2,233 1,913 2,093 2,130
Total Approaches
Approach 4,602 5,211 5,256 5,188 5,540 5,593
Departure 4,602 5,211 5,256 5,188 5,540 5,593
Total 9,204 10,422 10,512 10,376 11,080 11,186
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 14 Bloomfield Street /Cerritos Avenue
NBL 171 176 189 13 81 87 89 2
NBT 332 421 427 6 424 445 445 0
NBR 173 185 190 5 124 130 130 0
SBL 99 115 118 3 72 77 77 0
SBT 520 547 561 14 269 315 311 ‐4
SBR 110 123 133 10 117 142 146 4
EBL 45 69 68 ‐1 140 147 147 0
EBT 689 894 883 ‐11 851 894 894 0
EBR 166 194 192 ‐2 91 93 93 0
WBL 194 204 204 0 90 104 99 ‐5
WBT 648 680 652 ‐28 702 843 835 ‐8
WBR 65 77 76 ‐1 125 128 131 3
North Leg
Approach 729 785 812 458 534 534
Departure 442 567 571 689 720 723
Total 1,171 1,352 1,383 1,147 1,254 1,257
South Leg
Approach 676 782 806 629 662 664
Departure 880 945 957 450 512 503
Total 1,556 1,727 1,763 1,079 1,174 1,167
East Leg
Approach 907 961 932 917 1,075 1,065
Departure 961 1,194 1,191 1,047 1,101 1,101
Total 1,868 2,155 2,123 1,964 2,176 2,166
West Leg
Approach 900 1,157 1,143 1,082 1,134 1,134
Departure 929 979 974 900 1,072 1,070
Total 1,829 2,136 2,117 1,982 2,206 2,204
Total Approaches
Approach 3,212 3,685 3,693 3,086 3,405 3,397
Departure 3,212 3,685 3,693 3,086 3,405 3,397
Total 6,424 7,370 7,385 6,172 6,810 6,794
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 15 Lexington Drive‐Denni /Cerritos Avenue
NBL 37 62 73 11 37 101 94 ‐7
NBT 68 98 116 18 124 207 197 ‐10
NBR 33 57 64 7 81 166 161 ‐5
SBL 122 128 123 ‐5 87 91 91 0
SBT 94 172 170 ‐2 48 91 105 14
SBR 139 146 143 ‐3 77 87 88 1
EBL 77 81 85 4 103 108 108 0
EBT 633 790 793 3 880 924 924 0
EBR 59 136 133 ‐3 34 70 78 8
WBL 86 155 144 ‐11 48 90 103 13
WBT 700 735 735 0 743 833 833 0
WBR 130 137 137 0 113 119 119 0
North Leg
Approach 355 446 436 212 269 284
Departure 275 316 338 340 434 424
Total 630 762 774 552 703 708
South Leg
Approach 138 217 253 242 474 452
Departure 239 463 447 130 251 286
Total 377 680 700 372 725 738
East Leg
Approach 916 1,027 1,016 904 1,042 1,055
Departure 788 975 980 1,048 1,181 1,176
Total 1,704 2,002 1,996 1,952 2,223 2,231
West Leg
Approach 769 1,007 1,011 1,017 1,102 1,110
Departure 876 943 951 857 1,021 1,015
Total 1,645 1,950 1,962 1,874 2,123 2,125
Total Approaches
Approach 2,178 2,697 2,716 2,375 2,887 2,901
Departure 2,178 2,697 2,716 2,375 2,887 2,901
Total 4,356 5,393 5,431 4,750 5,774 5,802
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 16 Moody Street /Cerritos Avenue
NBL 0 0 0 0 2 2 2 0
NBT 1 1 1 0 1 1 1 0
NBR 0 0 0 0 0 0 0 0
SBL 391 399 393 ‐6 228 239 239 0
SBT 1 1 1 0 0 0 0 0
SBR 217 256 243 ‐13 142 171 171 0
EBL 68 84 83 ‐1 180 220 205 ‐15
EBT 713 874 887 13 918 964 964 0
EBR 1 1 1 0 1 1 1 0
WBL 1 1 1 0 1 1 1 0
WBT 698 733 733 0 774 839 853 14
WBR 160 168 168 0 304 319 319 0
North Leg
Approach 609 656 637 370 410 410
Departure 229 253 252 485 540 525
Total 838 909 889 855 950 936
South Leg
Approach 1 1 1 3 3 3
Departure 3 33 2 2 2
Total 4 4 4 5 5 5
East Leg
Approach 859 902 902 1,079 1,159 1,173
Departure 1,104 1,273 1,280 1,146 1,203 1,203
Total 1,963 2,175 2,182 2,225 2,362 2,377
West Leg
Approach 782 959 971 1,099 1,185 1,170
Departure 915 989 976 918 1,012 1,026
Total 1,697 1,948 1,947 2,017 2,197 2,196
Total Approaches
Approach 2,251 2,518 2,511 2,551 2,757 2,757
Departure 2,251 2,518 2,511 2,551 2,757 2,757
Total 4,502 5,036 5,022 5,102 5,515 5,513
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 17 Walker Street /Cerritos Avenue
NBL 98 102 107 5 258 271 271 0
NBT 238 318 369 51 567 595 595 0
NBR 61 72 70 ‐2 160 168 168 0
SBL 130 182 198 16 110 124 125 1
SBT 564 603 575 ‐28 428 465 499 34
SBR 41 51 59 8 68 81 84 3
EBL 27 38 46 8 77 79 85 6
EBT 767 943 965 22 824 865 865 0
EBR 287 301 301 0 214 225 225 0
WBL 85 89 89 0 94 99 98 ‐1
WBT 734 771 771 0 770 843 848 5
WBR 109 125 139 14 148 167 172 5
North Leg
Approach 735 836 832 606 670 708
Departure 374 481 554 792 841 852
Total 1,109 1,317 1,386 1,398 1,511 1,560
South Leg
Approach 397 492 546 985 1,034 1,034
Departure 936 994 966 736 788 822
Total 1,333 1,486 1,512 1,721 1,823 1,856
East Leg
Approach 928 985 999 1,012 1,109 1,118
Departure 958 1,197 1,233 1,094 1,157 1,158
Total 1,886 2,182 2,232 2,106 2,266 2,276
West Leg
Approach 1,081 1,282 1,312 1,115 1,169 1,175
Departure 873 924 937 1,096 1,195 1,203
Total 1,954 2,206 2,249 2,211 2,364 2,378
Total Approaches
Approach 3,141 3,595 3,689 3,718 3,982 4,035
Departure 3,141 3,595 3,689 3,718 3,982 4,035
Total 6,282 7,191 7,379 7,436 7,964 8,070
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 18 Valley View Street/Cerritos Avenue
NBL 199 208 216 8 283 397 402 5
NBT 955 1,003 1,003 0 1,599 1,739 1,748 9
NBR 46 49 51 2 163 167 171 4
SBL 267 271 277 6 140 147 147 0
SBT 1,267 1,531 1,521 ‐10 1,168 1,226 1,226 0
SBR 105 105 106 1 224 235 235 0
EBL 117 128 131 3 238 250 250 0
EBT 404 502 532 30 599 629 629 0
EBR 289 428 440 12 220 270 276 6
WBL 121 128 124 ‐4 94 98 99 1
WBT 512 538 538 0 459 480 487 7
WBR 107 112 112 0 109 114 114 0
North Leg
Approach 1,639 1,907 1,904 1,532 1,609 1,609
Departure 1,179 1,243 1,246 1,946 2,103 2,112
Total 2,818 3,150 3,150 3,478 3,712 3,721
South Leg
Approach 1,200 1,260 1,270 2,045 2,303 2,321
Departure 1,677 2,087 2,085 1,482 1,594 1,601
Total 2,877 3,347 3,355 3,527 3,897 3,923
East Leg
Approach 740 778 774 662 692 700
Departure 717 822 860 902 943 947
Total 1,457 1,600 1,634 1,564 1,635 1,648
West Leg
Approach 810 1,058 1,103 1,057 1,149 1,155
Departure 816 851 860 966 1,112 1,124
Total 1,626 1,909 1,963 2,023 2,261 2,279
Total Approaches
Approach 4,389 5,003 5,051 5,296 5,753 5,785
Departure 4,389 5,003 5,051 5,296 5,753 5,785
Total 8,778 10,005 10,101 10,592 11,506 11,570
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 19 Lexington Drive /Katella Avenue
NBL 66 68 66 ‐2 113 117 117 0
NBT 36 39 43 4 39 65 62 ‐3
NBR 88 92 92 0 194 204 204 0
SBL 80 169 163 ‐6 82 127 142 15
SBT 13 21 21 0 11 15 17 2
SBR 97 224 214 ‐10 82 154 172 18
EBL 104 156 170 14 93 217 209 ‐8
EBT 1,120 1,480 1,429 ‐51 1,363 1,612 1,650 38
EBR 135 138 142 4 49 51 52 1
WBL 126 132 132 0 78 82 82 0
WBT 1,090 1,392 1,441 49 1,263 1,597 1,567 ‐30
WBR 74 98 116 18 79 161 150 ‐11
North Leg
Approach 190 414 398 175 296 331
Departure 214 293 329 211 443 421
Total 404 707 727 386 739 752
South Leg
Approach 190 199 201 346 386 383
Departure 274 291 295 138 148 151
Total 464 491 496 484 534 534
East Leg
Approach 1,290 1,622 1,689 1,420 1,840 1,799
Departure 1,288 1,741 1,684 1,639 1,943 1,996
Total 2,578 3,364 3,374 3,059 3,783 3,795
West Leg
Approach 1,359 1,774 1,741 1,505 1,880 1,911
Departure 1,253 1,684 1,721 1,458 1,868 1,856
Total 2,612 3,458 3,462 2,963 3,748 3,767
Total Approaches
Approach 3,029 4,010 4,029 3,446 4,402 4,424
Departure 3,029 4,010 4,029 3,446 4,402 4,424
Total 6,058 8,019 8,059 6,892 8,803 8,847
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 20 Siboney Street‐Race Track/Katella Avenue
NBL 29 36 38 2 54 57 57 0
NBT 2 3 3 0 2 7 10 3
NBR 30 33 30 ‐3 35 56 57 1
SBL 35 309 451 142 80 177 225 48
SBT 2 17 24 7 2 3 4 1
SBR 7 70 116 46 41 55 61 6
EBL 91 142 163 21 130 298 379 81
EBT 1,229 1,552 1,455 ‐97 1,489 1,493 1,563 70
EBR 34 42 38 ‐4 33 35 35 0
WBL 35 37 37 0 54 81 83 2
WBT 1,329 1,423 1,368 ‐55 1,373 1,681 1,618 ‐63
WBR 31 36 38 2 37 171 257 86
North Leg
Approach 44 396 591 123 235 290
Departure 124 181 204 169 476 646
Total 168 577 795 292 711 936
South Leg
Approach 61 72 71 91 120 124
Departure 71 96 99 89 119 122
Total 132 168 170 180 238 245
East Leg
Approach 1,395 1,496 1,443 1,464 1,933 1,958
Departure 1,294 1,894 1,936 1,604 1,726 1,845
Total 2,689 3,390 3,379 3,068 3,659 3,803
West Leg
Approach 1,354 1,736 1,656 1,652 1,826 1,977
Departure 1,365 1,529 1,522 1,468 1,793 1,736
Total 2,719 3,265 3,178 3,120 3,618 3,713
Total Approaches
Approach 2,854 3,700 3,761 3,330 4,113 4,349
Departure 2,854 3,700 3,761 3,330 4,113 4,349
Total 5,708 7,400 7,522 6,660 8,227 8,698
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 21 Walker Street /Katella Avenue
NBL 1 1 1 0 8 10 10 0
NBT 0 0 0 0 4 4 4 0
NBR 3 3 3 0 2 2 2 0
SBL 509 517 534 17 490 515 515 0
SBT 0 0 0 0 2 2 2 0
SBR 218 229 229 0 246 338 381 43
EBL 221 326 372 46 343 360 352 ‐8
EBT 1,051 1,763 1,876 113 1,382 1,526 1,521 ‐5
EBR 4 5 5 0 2 2 2 0
WBL 9 9 9 0 1 1 1 0
WBT 1,193 1,307 1,267 ‐40 1,354 1,959 2,041 82
WBR 303 318 313 ‐5 322 338 338 0
North Leg
Approach 727 746 763 738 855 898
Departure 524 644 685 669 702 694
Total 1,251 1,390 1,448 1,407 1,557 1,592
South Leg
Approach 4 4 4 14 16 16
Departure 13 14 14 5 5 5
Total 17 18 18 19 21 21
East Leg
Approach 1,505 1,635 1,589 1,677 2,298 2,380
Departure 1,563 2,283 2,413 1,874 2,043 2,038
Total 3,068 3,918 4,003 3,551 4,341 4,418
West Leg
Approach 1,276 2,094 2,253 1,727 1,888 1,875
Departure 1,412 1,537 1,497 1,608 2,307 2,432
Total 2,688 3,631 3,750 3,335 4,195 4,307
Total Approaches
Approach 3,512 4,479 4,610 4,156 5,057 5,169
Departure 3,512 4,479 4,610 4,156 5,057 5,169
Total 7,024 8,957 9,220 8,312 10,114 10,338
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 22 Valley View Street/Katella Avenue
NBL 639 671 671 0 510 536 536 0
NBT 1,239 1,301 1,301 0 1,406 1,476 1,476 0
NBR 169 190 179 ‐11 168 170 176 6
SBL 177 388 385 ‐3 161 255 256 1
SBT 1,059 1,068 1,062 ‐6 1,156 1,214 1,214 0
SBR 198 297 311 14 209 270 277 7
EBL 153 231 246 15 279 343 350 7
EBT 652 1,284 1,295 11 796 1,037 1,033 ‐4
EBR 470 494 494 0 661 694 694 0
WBL 131 138 138 0 275 313 309 ‐4
WBT 710 965 957 ‐8 743 1,250 1,261 11
WBR 109 165 165 0 201 391 396 5
North Leg
Approach 1,434 1,753 1,758 1,526 1,739 1,747
Departure 1,501 1,697 1,712 1,886 2,210 2,222
Total 2,935 3,450 3,470 3,412 3,949 3,969
South Leg
Approach 2,047 2,162 2,151 2,084 2,182 2,188
Departure 1,660 1,699 1,693 2,092 2,221 2,217
Total 3,707 3,861 3,844 4,176 4,403 4,405
East Leg
Approach 950 1,268 1,260 1,219 1,954 1,966
Departure 998 1,862 1,859 1,125 1,462 1,465
Total 1,948 3,130 3,119 2,344 3,416 3,431
West Leg
Approach 1,275 2,009 2,035 1,736 2,074 2,077
Departure 1,547 1,933 1,939 1,462 2,056 2,074
Total 2,822 3,941 3,973 3,198 4,130 4,151
Total Approaches
Approach 5,706 7,191 7,203 6,565 7,949 7,978
Departure 5,706 7,191 7,203 6,565 7,949 7,978
Total 11,412 14,382 14,406 13,130 15,897 15,956
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 23 Holder Street /Katella Avenue
NBL 1 170 163 ‐7 37 342 348 6
NBT 0 198 192 ‐6 8 273 287 14
NBR 2 71 73 2 22 132 137 5
SBL 87 91 91 0 123 129 129 0
SBT 5 258 281 23 3 224 220 ‐4
SBR 108 111 119 8 92 97 97 0
EBL 30 107 101 ‐6 57 100 100 0
EBT 791 1,388 1,406 18 1,123 1,253 1,249 ‐4
EBR 24 224 212 ‐12 7 211 206 ‐5
WBL 30 98 98 0 11 208 211 3
WBT 943 1,110 1,093 ‐17 986 1,451 1,457 6
WBR 97 102 102 0 145 152 152 0
North Leg
Approach 200 460 491 218 450 446
Departure 127 407 395 210 525 539
Total 327 867 886 428 975 985
South Leg
Approach 3 439 428 67 747 772
Departure 59 580 591 21 643 637
Total 62 1,019 1,019 88 1,390 1,409
East Leg
Approach 1,070 1,310 1,293 1,142 1,811 1,820
Departure 880 1,550 1,570 1,268 1,514 1,515
Total 1,950 2,860 2,863 2,410 3,325 3,335
West Leg
Approach 845 1,719 1,719 1,187 1,564 1,555
Departure 1,052 1,391 1,375 1,115 1,890 1,902
Total 1,897 3,110 3,094 2,302 3,454 3,457
Total Approaches
Approach 2,118 3,928 3,931 2,614 4,572 4,593
Departure 2,118 3,928 3,931 2,614 4,572 4,593
Total 4,236 7,856 7,862 5,228 9,144 9,186
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 24 Knott Avenue /Katella Avenue
NBL 224 235 235 0 221 232 232 0
NBT 445 467 467 0 847 889 889 0
NBR 108 131 131 0 103 124 123 ‐1
SBL 81 219 221 2 144 226 227 1
SBT 770 771 775 4 606 636 636 0
SBR 129 145 143 ‐2 94 101 101 0
EBL 57 76 76 0 290 300 304 4
EBT 502 1,107 1,130 23 915 1,206 1,199 ‐7
EBR 180 189 189 0 287 301 301 0
WBL 178 211 212 1 230 285 287 2
WBT 781 1,039 1,025 ‐14 711 1,236 1,244 8
WBR 64 124 123 ‐1 103 206 212 6
North Leg
Approach 980 1,135 1,139 844 963 964
Departure 566 667 666 1,240 1,395 1,405
Total 1,546 1,802 1,805 2,084 2,359 2,370
South Leg
Approach 777 833 833 1,171 1,245 1,244
Departure 1,128 1,171 1,176 1,123 1,223 1,225
Total 1,905 2,004 2,009 2,294 2,468 2,469
East Leg
Approach 1,023 1,374 1,360 1,044 1,727 1,743
Departure 691 1,457 1,482 1,162 1,556 1,549
Total 1,714 2,831 2,842 2,206 3,283 3,292
West Leg
Approach 739 1,372 1,395 1,492 1,807 1,804
Departure 1,134 1,419 1,403 1,026 1,569 1,577
Total 1,873 2,791 2,798 2,518 3,376 3,381
Total Approaches
Approach 3,519 4,714 4,727 4,551 5,743 5,756
Departure 3,519 4,714 4,727 4,551 5,743 5,756
Total 7,038 9,429 9,455 9,102 11,486 11,512
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 25 Valley View Street/Orangewood Avenue
NBL 18 34 34 0 4 10 10 0
NBT 1,701 1,786 1,786 0 1,704 1,745 1,769 24
NBR 73 91 94 3 91 101 100 ‐1
SBL 178 187 187 0 336 353 353 0
SBT 1,518 1,756 1,795 39 1,846 1,938 1,938 0
SBR 35 37 37 0 64 67 67 0
EBL 100 105 105 0 76 80 80 0
EBT 34 36 34 ‐2 20 21 21 0
EBR 17 41 40 ‐1 17 35 35 0
WBL 91 107 98 ‐9 74 84 87 3
WBT 18 19 19 0 11 11 12 1
WBR 370 389 389 0 261 274 274 0
North Leg
Approach 1,731 1,980 2,019 2,246 2,358 2,358
Departure 2,171 2,280 2,280 2,041 2,099 2,123
Total 3,902 4,259 4,298 4,287 4,457 4,481
South Leg
Approach 1,792 1,911 1,914 1,799 1,856 1,879
Departure 1,626 1,904 1,933 1,937 2,057 2,060
Total 3,418 3,815 3,847 3,736 3,913 3,939
East Leg
Approach 479 514 505 346 369 373
Departure 285 314 315 447 475 474
Total 764 828 820 793 844 847
West Leg
Approach 151 182 179 113 136 136
Departure 71 90 90 79 88 89
Total 222 271 269 192 224 225
Total Approaches
Approach 4,153 4,587 4,617 4,504 4,719 4,746
Departure 4,153 4,587 4,617 4,504 4,719 4,746
Total 8,306 9,174 9,234 9,008 9,438 9,492
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
AM Peak PM Peak
Table B‐2 ‐ Year 2045 Volume Summary (Proposed Project) 26 Knott Avenue /Orangewood Avenue
NBL 23 150 144 ‐6 48 182 201 19
NBT 673 707 707 0 1,020 1,030 1,037 7
NBR 116 276 281 5 50 189 194 5
SBL 41 43 43 0 31 33 33 0
SBT 1,002 1,053 1,063 10 891 936 936 0
SBR 40 44 44 0 96 101 101 0
EBL 103 108 108 0 99 104 104 0
EBT 81 108 110 2 41 103 103 0
EBR 98 339 332 ‐7 64 212 226 14
WBL 42 190 193 3 89 199 202 3
WBT 20 96 95 ‐1 108 184 189 5
WBR 37 39 39 0 92 97 97 0
North Leg
Approach 1,083 1,140 1,150 1,018 1,069 1,069
Departure 813 854 854 1,211 1,231 1,238
Total 1,896 1,994 2,004 2,229 2,299 2,306
South Leg
Approach 812 1,133 1,132 1,118 1,401 1,432
Departure 1,142 1,582 1,588 1,044 1,347 1,364
Total 1,954 2,715 2,720 2,162 2,748 2,796
East Leg
Approach 99 325 327 289 480 488
Departure 238 427 434 122 325 330
Total 337 752 761 411 804 817
West Leg
Approach 282 555 550 204 419 433
Departure 83 290 283 252 467 491
Total 365 845 833 456 886 924
Total Approaches
Approach 2,276 3,153 3,159 2,629 3,368 3,421
Departure 2,276 3,153 3,159 2,629 3,368 3,421
Total 4,552 6,305 6,317 5,258 6,737 6,843
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
1 Bloomfield Street /Lincoln Avenue
NBL 385 404 404 0 443 463 463 0
NBT 0 0 0 0 0 0 0 0
NBR 193 365 357 ‐8 190 305 314 9
SBL 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0
EBT 582 1,069 1,045 ‐24 736 865 925 60
EBR 339 432 429 ‐3 366 384 384 0
WBL 133 275 280 5 135 243 243 0
WBT 697 798 875 77 786 1,200 1,185 ‐15
WBR 0 0 0 0 0 0 0 0
North Leg
Approach 0 00 0 0 0
Departure 0 00 0 0 0
Total 0 0 0 0 0 0
South Leg
Approach 578 769 761 633 768 777
Departure 472 707 709 501 627 627
Total 1,050 1,476 1,470 1,134 1,395 1,404
East Leg
Approach 830 1,073 1,155 921 1,443 1,428
Departure 775 1,434 1,402 926 1,170 1,239
Total 1,605 2,507 2,557 1,847 2,613 2,667
West Leg
Approach 921 1,501 1,474 1,102 1,249 1,309
Departure 1,082 1,202 1,279 1,229 1,663 1,648
Total 2,003 2,703 2,753 2,331 2,912 2,957
Total Approaches
Approach 2,329 3,343 3,390 2,656 3,460 3,514
Departure 2,329 3,343 3,390 2,656 3,460 3,514
Total 4,658 6,687 6,781 5,312 6,921 7,029
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
2 Lexington Drive‐Denni /Lincoln Avenue
NBL 173 182 200 18 158 166 166 0
NBT 9 9 9 0 6 6 6 0
NBR 198 230 260 30 121 127 127 0
SBL 18 21 20 ‐1 58 61 61 0
SBT 4 4 4 0 20 21 21 0
SBR 13 14 13 ‐1 181 188 187 ‐1
EBL 66 72 72 0 41 43 43 0
EBT 556 1,184 1,144 ‐40 735 980 1,018 38
EBR 136 165 171 6 141 141 171 30
WBL 276 280 280 0 102 132 153 21
WBT 658 922 962 40 610 1,130 1,117 ‐13
WBR 32 34 34 0 26 31 30 ‐1
North Leg
Approach 35 39 37 259 270 269
Departure 107 115 115 73 80 79
Total 142 154 152 332 350 348
South Leg
Approach 380 421 469 285 299 299
Departure 416 449 455 263 294 345
Total 796 870 925 548 593 644
East Leg
Approach 966 1,236 1,276 738 1,293 1,300
Departure 772 1,435 1,424 914 1,168 1,206
Total 1,738 2,671 2,700 1,652 2,461 2,506
West Leg
Approach 758 1,421 1,387 917 1,164 1,232
Departure 844 1,117 1,175 949 1,484 1,470
Total 1,602 2,538 2,562 1,866 2,648 2,702
Total Approaches
Approach 2,139 3,117 3,169 2,199 3,026 3,100
Departure 2,139 3,117 3,169 2,199 3,026 3,100
Total 4,278 6,233 6,339 4,398 6,052 6,200
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
3 Moody Street /Lincoln Avenue
NBL 156 199 198 ‐1 109 178 170 ‐8
NBT 526 552 552 0 516 518 552 34
NBR 103 210 230 20 83 142 157 15
SBL 171 210 240 30 148 155 157 2
SBT 721 769 804 35 632 664 664 0
SBR 191 201 201 0 167 175 175 0
EBL 133 140 140 0 159 167 167 0
EBT 471 1,055 1,080 25 601 843 877 34
EBR 114 221 208 ‐13 102 122 122 0
WBL 61 127 132 5 75 128 148 20
WBT 538 807 834 27 551 1,055 1,094 39
WBR 182 191 188 ‐3 166 195 227 32
North Leg
Approach 1,083 1,180 1,245 947 994 996
Departure 841 883 880 841 880 946
Total 1,924 2,063 2,125 1,788 1,874 1,942
South Leg
Approach 785 961 980 708 838 879
Departure 896 1,117 1,144 809 914 934
Total 1,681 2,078 2,124 1,517 1,752 1,813
East Leg
Approach 781 1,125 1,154 792 1,378 1,469
Departure 745 1,475 1,550 832 1,140 1,191
Total 1,526 2,600 2,704 1,624 2,518 2,660
West Leg
Approach 718 1,416 1,428 862 1,132 1,166
Departure 885 1,207 1,233 827 1,408 1,439
Total 1,603 2,622 2,660 1,689 2,540 2,605
Total Approaches
Approach 3,367 4,682 4,807 3,309 4,342 4,510
Departure 3,367 4,682 4,807 3,309 4,342 4,510
Total 6,734 9,363 9,613 6,618 8,685 9,020
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
4 Walker Street /Lincoln Avenue
NBL 82 88 94 6 65 102 110 8
NBT 437 459 459 0 616 647 647 0
NBR 130 193 195 2 143 171 167 ‐4
SBL 111 158 157 ‐1 143 150 150 0
SBT 539 576 581 5 559 587 587 0
SBR 125 129 136 7 100 130 144 14
EBL 89 120 127 7 100 107 114 7
EBT 627 1,291 1,353 62 649 844 881 37
EBR 62 96 102 6 75 91 96 5
WBL 111 163 161 ‐2 119 155 152 ‐3
WBT 589 837 862 25 621 1,138 1,210 72
WBR 106 136 134 ‐2 156 179 178 ‐1
North Leg
Approach 775 863 874 802 867 881
Departure 632 715 720 872 933 939
Total 1,407 1,578 1,594 1,674 1,800 1,820
South Leg
Approach 649 740 748 824 920 924
Departure 712 835 844 753 833 835
Total 1,361 1,575 1,592 1,577 1,753 1,759
East Leg
Approach 806 1,136 1,157 896 1,472 1,540
Departure 868 1,642 1,705 935 1,165 1,198
Total 1,674 2,778 2,862 1,831 2,637 2,738
West Leg
Approach 778 1,507 1,582 824 1,042 1,091
Departure 796 1,054 1,092 786 1,370 1,464
Total 1,574 2,561 2,674 1,610 2,412 2,555
Total Approaches
Approach 3,008 4,246 4,361 3,346 4,301 4,436
Departure 3,008 4,246 4,361 3,346 4,301 4,436
Total 6,016 8,492 8,722 6,692 8,602 8,872
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
5 Valley View Street/Lincoln Avenue
NBL 131 142 140 ‐2 221 286 319 33
NBT 792 832 832 0 1,256 1,319 1,319 0
NBR 91 116 125 9 155 180 180 0
SBL 108 172 192 20 227 304 295 ‐9
SBT 1,196 1,314 1,350 36 1,081 1,135 1,135 0
SBR 131 177 181 4 145 216 234 18
EBL 162 282 280 ‐2 231 269 276 7
EBT 371 929 989 60 498 675 692 17
EBR 144 248 243 ‐5 190 200 197 ‐3
WBL 173 213 213 0 213 261 260 ‐1
WBT 505 762 761 ‐1 496 939 1,012 73
WBR 114 141 143 2 142 207 200 ‐7
North Leg
Approach 1,435 1,663 1,723 1,453 1,655 1,664
Departure 1,068 1,255 1,255 1,629 1,795 1,795
Total 2,503 2,918 2,978 3,082 3,450 3,459
South Leg
Approach 1,014 1,090 1,097 1,632 1,785 1,818
Departure 1,513 1,775 1,806 1,484 1,596 1,592
Total 2,527 2,865 2,903 3,116 3,380 3,410
East Leg
Approach 792 1,116 1,117 851 1,407 1,472
Departure 570 1,217 1,306 880 1,159 1,167
Total 1,362 2,333 2,423 1,731 2,566 2,639
West Leg
Approach 677 1,459 1,512 919 1,144 1,165
Departure 767 1,081 1,082 862 1,441 1,565
Total 1,444 2,540 2,594 1,781 2,585 2,730
Total Approaches
Approach 3,918 5,328 5,449 4,855 5,990 6,119
Departure 3,918 5,328 5,449 4,855 5,990 6,119
Total 7,836 10,655 10,897 9,710 11,981 12,238
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
6 Moody Street /Orange Avenue
NBL 102 107 107 0 42 53 68 15
NBT 368 386 386 0 513 623 664 41
NBR 129 135 135 0 65 68 68 0
SBL 158 218 200 ‐18 133 137 140 3
SBT 508 624 671 47 516 542 542 0
SBR 109 146 135 ‐11 75 125 113 ‐12
EBL 132 228 212 ‐16 63 66 66 0
EBT 483 547 565 18 250 263 263 0
EBR 113 114 138 24 33 35 35 0
WBL 64 67 67 0 60 63 63 0
WBT 405 425 425 0 285 316 337 21
WBR 97 113 105 ‐8 102 109 107 ‐2
North Leg
Approach 775 988 1,006 724 804 794
Departure 597 727 703 678 798 837
Total 1,372 1,715 1,709 1,402 1,602 1,632
South Leg
Approach 599 629 629 620 744 800
Departure 685 805 876 609 639 639
Total 1,284 1,434 1,505 1,229 1,384 1,440
East Leg
Approach 566 605 597 447 488 507
Departure 770 900 900 448 468 470
Total 1,336 1,506 1,498 895 956 978
West Leg
Approach 728 889 915 346 363 363
Departure 616 678 667 402 494 518
Total 1,344 1,567 1,582 748 857 881
Total Approaches
Approach 2,668 3,111 3,147 2,137 2,399 2,465
Departure 2,668 3,111 3,147 2,137 2,399 2,465
Total 5,336 6,223 6,295 4,274 4,799 4,930
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
7 Walker Street /Orange Avenue
NBL 147 154 154 0 78 78 86 8
NBT 459 503 505 2 680 728 731 3
NBR 125 158 162 4 135 144 150 6
SBL 64 86 89 3 87 91 91 0
SBT 600 706 708 2 598 610 606 ‐4
SBR 113 119 119 0 50 53 53 0
EBL 108 114 118 4 73 77 77 0
EBT 450 548 578 30 390 410 410 0
EBR 109 116 119 3 99 104 104 0
WBL 102 105 105 0 110 147 150 3
WBT 538 565 565 0 360 421 453 32
WBR 88 90 90 0 81 102 99 ‐3
North Leg
Approach 777 911 916 735 754 750
Departure 655 707 713 834 907 907
Total 1,432 1,618 1,629 1,569 1,661 1,657
South Leg
Approach 731 815 821 893 950 967
Departure 811 927 932 807 861 860
Total 1,542 1,742 1,753 1,700 1,811 1,827
East Leg
Approach 728 760 760 551 670 702
Departure 639 792 829 612 645 651
Total 1,367 1,552 1,589 1,163 1,315 1,353
West Leg
Approach 667 778 815 562 590 590
Departure 798 838 838 488 552 592
Total 1,465 1,616 1,653 1,050 1,142 1,182
Total Approaches
Approach 2,903 3,264 3,312 2,741 2,964 3,009
Departure 2,903 3,264 3,312 2,741 2,964 3,009
Total 5,806 6,528 6,624 5,482 5,928 6,018
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
8 Valley View Street/Orange Avenue
NBL 118 124 124 0 167 215 222 7
NBT 902 947 947 0 1,537 1,615 1,647 32
NBR 99 141 143 2 136 137 143 6
SBL 75 98 103 5 127 133 133 0
SBT 1,255 1,500 1,536 36 1,303 1,368 1,368 0
SBR 97 102 102 0 127 140 151 11
EBL 123 129 129 0 124 130 130 0
EBT 369 488 519 31 355 373 373 0
EBR 239 290 298 8 127 133 133 0
WBL 131 145 140 ‐5 152 163 158 ‐5
WBT 405 425 425 0 288 344 361 17
WBR 103 108 108 0 134 141 135 ‐6
North Leg
Approach 1,427 1,700 1,741 1,557 1,642 1,653
Departure 1,128 1,184 1,184 1,795 1,886 1,912
Total 2,555 2,884 2,925 3,352 3,527 3,565
South Leg
Approach 1,119 1,212 1,214 1,840 1,967 2,012
Departure 1,625 1,935 1,974 1,582 1,665 1,660
Total 2,744 3,147 3,188 3,422 3,632 3,671
East Leg
Approach 639 678 673 574 648 654
Departure 543 727 765 618 643 649
Total 1,182 1,405 1,438 1,192 1,291 1,303
West Leg
Approach 731 907 946 606 636 636
Departure 620 651 651 582 699 734
Total 1,351 1,558 1,597 1,188 1,335 1,370
Total Approaches
Approach 3,916 4,497 4,574 4,577 4,893 4,955
Departure 3,916 4,497 4,574 4,577 4,893 4,955
Total 7,832 8,995 9,149 9,154 9,785 9,909
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
9 Holder Street /Orange Avenue
NBL 53 179 173 ‐6 54 168 172 4
NBT 78 255 253 ‐2 174 411 426 15
NBR 30 125 128 3 33 86 86 0
SBL 58 61 61 0 51 54 54 0
SBT 119 320 338 18 109 296 298 2
SBR 94 99 99 0 114 120 120 0
EBL 74 78 78 0 96 101 101 0
EBT 336 380 410 30 351 369 369 0
EBR 48 196 202 6 57 151 149 ‐2
WBL 70 183 179 ‐4 30 105 107 2
WBT 435 457 457 0 344 361 361 0
WBR 103 108 108 0 59 62 62 0
North Leg
Approach 271 480 498 274 469 471
Departure 255 441 439 329 574 589
Total 526 920 936 603 1,043 1,060
South Leg
Approach 161 559 554 261 665 684
Departure 237 699 719 196 552 554
Total 398 1,258 1,273 457 1,217 1,238
East Leg
Approach 608 748 744 433 528 530
Departure 424 566 599 435 508 508
Total 1,032 1,314 1,343 868 1,036 1,038
West Leg
Approach 458 654 690 504 620 618
Departure 582 734 728 512 649 653
Total 1,040 1,388 1,418 1,016 1,269 1,271
Total Approaches
Approach 1,498 2,440 2,485 1,472 2,283 2,304
Departure 1,498 2,440 2,485 1,472 2,283 2,304
Total 2,996 4,880 4,970 2,944 4,566 4,608
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
10 Bloomfield Street /Ball Road
NBL 102 107 103 ‐4 115 125 132 7
NBT 612 704 683 ‐21 661 694 663 ‐31
NBR 75 96 93 ‐3 86 90 90 0
SBL 112 139 139 0 191 201 200 ‐1
SBT 550 589 612 23 686 757 749 ‐8
SBR 259 272 259 ‐13 84 127 126 ‐1
EBL 135 198 191 ‐7 150 164 161 ‐3
EBT 193 315 304 ‐11 397 417 417 0
EBR 54 76 76 0 108 113 113 0
WBL 68 71 72 1 65 68 68 0
WBT 325 341 341 0 226 301 297 ‐4
WBR 135 137 143 6 116 136 133 ‐3
North Leg
Approach 921 1,000 1,010 961 1,085 1,075
Departure 882 1,039 1,017 927 994 957
Total 1,803 2,039 2,027 1,888 2,079 2,032
South Leg
Approach 789 907 879 862 909 885
Departure 672 736 760 859 939 931
Total 1,461 1,644 1,639 1,721 1,848 1,816
East Leg
Approach 528 550 556 407 505 498
Departure 380 550 536 674 708 707
Total 908 1,100 1,092 1,081 1,213 1,205
West Leg
Approach 382 589 571 655 694 691
Departure 686 720 703 425 553 555
Total 1,068 1,309 1,274 1,080 1,247 1,246
Total Approaches
Approach 2,620 3,046 3,016 2,885 3,193 3,150
Departure 2,620 3,046 3,016 2,885 3,193 3,150
Total 5,240 6,091 6,033 5,770 6,387 6,300
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
11 Moody Street /Ball Road
NBL 87 91 96 5 74 99 89 ‐10
NBT 252 265 252 ‐13 350 397 428 31
NBR 67 76 81 5 61 64 64 0
SBL 149 168 190 22 104 109 109 0
SBT 476 516 554 38 329 345 339 ‐6
SBR 138 142 161 19 112 118 120 2
EBL 78 82 79 ‐3 128 144 160 16
EBT 816 990 996 6 682 716 716 0
EBR 99 116 110 ‐6 61 79 72 ‐7
WBL 73 77 77 0 72 81 81 0
WBT 814 855 855 0 673 777 781 4
WBR 166 174 174 0 109 114 128 14
North Leg
Approach 763 826 905 545 572 568
Departure 496 521 505 587 655 716
Total 1,259 1,347 1,410 1,132 1,228 1,284
South Leg
Approach 406 432 429 485 560 581
Departure 648 709 741 462 505 492
Total 1,054 1,140 1,170 947 1,066 1,073
East Leg
Approach 1,053 1,106 1,106 854 972 990
Departure 1,032 1,234 1,267 847 889 889
Total 2,085 2,340 2,373 1,701 1,862 1,879
West Leg
Approach 993 1,188 1,185 871 939 948
Departure 1,039 1,088 1,112 859 994 990
Total 2,032 2,276 2,297 1,730 1,933 1,938
Total Approaches
Approach 3,215 3,551 3,625 2,755 3,044 3,087
Departure 3,215 3,551 3,625 2,755 3,044 3,087
Total 6,430 7,102 7,249 5,510 6,088 6,175
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
12 Walker Street /Ball Road
NBL 102 107 107 0 85 89 89 0
NBT 339 382 392 10 652 688 710 22
NBR 72 91 94 3 84 88 88 0
SBL 124 200 197 ‐3 142 149 149 0
SBT 579 709 730 21 523 549 555 6
SBR 59 66 67 1 83 90 86 ‐4
EBL 77 81 82 1 92 93 94 1
EBT 732 862 884 22 642 674 674 0
EBR 168 176 176 0 76 80 80 0
WBL 104 109 109 0 89 96 105 9
WBT 770 809 809 0 697 778 798 20
WBR 144 160 155 ‐5 142 180 188 8
North Leg
Approach 762 975 994 748 788 790
Departure 560 623 629 886 961 992
Total 1,322 1,598 1,623 1,634 1,749 1,782
South Leg
Approach 513 580 593 821 865 887
Departure 851 995 1,016 688 725 740
Total 1,364 1,575 1,609 1,509 1,590 1,627
East Leg
Approach 1,018 1,078 1,073 928 1,054 1,091
Departure 928 1,153 1,175 868 911 911
Total 1,946 2,231 2,248 1,796 1,965 2,002
West Leg
Approach 977 1,119 1,142 810 847 848
Departure 931 982 983 865 957 973
Total 1,908 2,101 2,125 1,675 1,804 1,821
Total Approaches
Approach 3,270 3,752 3,802 3,307 3,554 3,616
Departure 3,270 3,752 3,802 3,307 3,554 3,616
Total 6,540 7,504 7,604 6,614 7,109 7,233
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
13 Valley View Street/Ball Road
NBL 205 215 215 0 262 292 298 6
NBT 894 939 939 0 1,508 1,592 1,608 16
NBR 81 87 89 2 162 170 170 0
SBL 111 150 159 9 171 180 180 0
SBT 1,238 1,470 1,494 24 1,136 1,193 1,193 0
SBR 126 132 135 3 203 226 229 3
EBL 172 202 204 2 202 212 212 0
EBT 556 732 754 22 611 642 642 0
EBR 186 215 213 ‐2 177 186 186 0
WBL 264 264 277 13 169 170 176 6
WBT 678 712 712 0 458 535 563 28
WBR 91 93 92 ‐1 129 143 149 6
North Leg
Approach 1,475 1,752 1,788 1,510 1,598 1,601
Departure 1,157 1,234 1,235 1,839 1,947 1,969
Total 2,632 2,986 3,023 3,349 3,545 3,570
South Leg
Approach 1,180 1,241 1,243 1,932 2,054 2,076
Departure 1,688 1,949 1,984 1,482 1,549 1,555
Total 2,868 3,190 3,227 3,414 3,603 3,631
East Leg
Approach 1,033 1,069 1,081 756 848 888
Departure 748 969 1,002 944 991 991
Total 1,781 2,038 2,083 1,700 1,839 1,879
West Leg
Approach 914 1,149 1,171 990 1,040 1,040
Departure 1,009 1,059 1,062 923 1,053 1,090
Total 1,923 2,208 2,233 1,913 2,093 2,130
Total Approaches
Approach 4,602 5,211 5,283 5,188 5,540 5,605
Departure 4,602 5,211 5,283 5,188 5,540 5,605
Total 9,204 10,422 10,566 10,376 11,080 11,210
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
14 Bloomfield Street /Cerritos Avenue
NBL 171 176 179 3 81 87 88 1
NBT 332 421 407 ‐14 424 445 445 0
NBR 173 185 186 1 124 130 130 0
SBL 99 115 118 3 72 77 75 ‐2
SBT 520 547 572 25 269 315 308 ‐7
SBR 110 123 128 5 117 142 143 1
EBL 45 69 65 ‐4 140 147 147 0
EBT 689 894 879 ‐15 851 894 894 0
EBR 166 194 195 1 91 93 93 0
WBL 194 204 204 0 90 104 100 ‐4
WBT 648 680 680 0 702 843 835 ‐8
WBR 65 77 74 ‐3 125 128 134 6
North Leg
Approach 729 785 818 458 534 526
Departure 442 567 546 689 720 726
Total 1,171 1,352 1,364 1,147 1,254 1,252
South Leg
Approach 676 782 772 629 662 663
Departure 880 945 971 450 512 501
Total 1,556 1,727 1,743 1,079 1,174 1,164
East Leg
Approach 907 961 958 917 1,075 1,069
Departure 961 1,194 1,183 1,047 1,101 1,099
Total 1,868 2,155 2,141 1,964 2,176 2,168
West Leg
Approach 900 1,157 1,139 1,082 1,134 1,134
Departure 929 979 987 900 1,072 1,066
Total 1,829 2,136 2,126 1,982 2,206 2,200
Total Approaches
Approach 3,212 3,685 3,687 3,086 3,405 3,392
Departure 3,212 3,685 3,687 3,086 3,405 3,392
Total 6,424 7,370 7,374 6,172 6,810 6,784
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
15 Lexington Drive‐Denni /Cerritos Avenue
NBL 37 62 66 4 37 101 101 0
NBT 68 98 106 8 124 207 212 5
NBR 33 57 60 3 81 166 175 9
SBL 122 128 124 ‐4 87 91 91 0
SBT 94 172 181 9 48 91 102 11
SBR 139 146 146 0 77 87 86 ‐1
EBL 77 81 82 1 103 108 108 0
EBT 633 790 784 ‐6 880 924 924 0
EBR 59 136 138 2 34 70 75 5
WBL 86 155 157 2 48 90 101 11
WBT 700 735 735 0 743 833 829 ‐4
WBR 130 137 137 0 113 119 119 0
North Leg
Approach 355 446 451 212 269 279
Departure 275 316 325 340 434 439
Total 630 762 775 552 703 718
South Leg
Approach 138 217 232 242 474 488
Departure 239 463 476 130 251 278
Total 377 680 708 372 725 766
East Leg
Approach 916 1,027 1,029 904 1,042 1,049
Departure 788 975 968 1,048 1,181 1,190
Total 1,704 2,002 1,997 1,952 2,223 2,239
West Leg
Approach 769 1,007 1,004 1,017 1,102 1,107
Departure 876 943 947 857 1,021 1,016
Total 1,645 1,950 1,951 1,874 2,123 2,123
Total Approaches
Approach 2,178 2,697 2,715 2,375 2,887 2,923
Departure 2,178 2,697 2,715 2,375 2,887 2,923
Total 4,356 5,393 5,431 4,750 5,774 5,846
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
16 Moody Street /Cerritos Avenue
NBL 0 0 0 0 2 2 2 0
NBT 1 1 1 0 1 1 1 0
NBR 0 0 0 0 0 0 0 0
SBL 391 399 410 11 228 239 239 0
SBT 1 1 1 0 0 0 0 0
SBR 217 256 271 15 142 171 181 10
EBL 68 84 98 14 180 220 229 9
EBT 713 874 858 ‐16 918 964 964 0
EBR 1 1 1 0 1 1 1 0
WBL 1 1 1 0 1 1 1 0
WBT 698 733 733 0 774 839 837 ‐2
WBR 160 168 168 0 304 319 329 10
North Leg
Approach 609 656 682 370 410 420
Departure 229 253 267 485 540 559
Total 838 909 949 855 950 979
South Leg
Approach 1 11 3 3 3
Departure 3 33 2 2 2
Total 4 4 4 5 5 5
East Leg
Approach 859 902 902 1,079 1,159 1,167
Departure 1,104 1,273 1,268 1,146 1,203 1,203
Total 1,963 2,175 2,170 2,225 2,362 2,370
West Leg
Approach 782 959 957 1,099 1,185 1,194
Departure 915 989 1,004 918 1,012 1,020
Total 1,697 1,948 1,961 2,017 2,197 2,214
Total Approaches
Approach 2,251 2,518 2,542 2,551 2,757 2,784
Departure 2,251 2,518 2,542 2,551 2,757 2,784
Total 4,502 5,036 5,084 5,102 5,515 5,569
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
17 Walker Street /Cerritos Avenue
NBL 98 102 103 1 258 271 271 0
NBT 238 318 333 15 567 595 579 ‐16
NBR 61 72 74 2 160 168 168 0
SBL 130 182 199 17 110 124 125 1
SBT 564 603 617 14 428 465 480 15
SBR 41 51 55 4 68 81 84 3
EBL 27 38 39 1 77 79 84 5
EBT 767 943 950 7 824 865 865 0
EBR 287 301 301 0 214 225 225 0
WBL 85 89 89 0 94 99 94 ‐5
WBT 734 771 771 0 770 843 847 4
WBR 109 125 131 6 148 167 172 5
North Leg
Approach 735 836 871 606 670 689
Departure 374 481 503 792 841 835
Total 1,109 1,317 1,374 1,398 1,511 1,524
South Leg
Approach 397 492 510 985 1,034 1,018
Departure 936 994 1,008 736 788 799
Total 1,333 1,486 1,518 1,721 1,823 1,817
East Leg
Approach 928 985 991 1,012 1,109 1,113
Departure 958 1,197 1,223 1,094 1,157 1,158
Total 1,886 2,182 2,214 2,106 2,266 2,271
West Leg
Approach 1,081 1,282 1,290 1,115 1,169 1,174
Departure 873 924 929 1,096 1,195 1,202
Total 1,954 2,206 2,219 2,211 2,364 2,376
Total Approaches
Approach 3,141 3,595 3,662 3,718 3,982 3,994
Departure 3,141 3,595 3,662 3,718 3,982 3,994
Total 6,282 7,191 7,325 7,436 7,964 7,988
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
18 Valley View Street/Cerritos Avenue
NBL 199 208 215 7 283 397 403 6
NBT 955 1,003 1,003 0 1,599 1,739 1,756 17
NBR 46 49 50 1 163 167 166 ‐1
SBL 267 271 272 1 140 147 147 0
SBT 1,267 1,531 1,544 13 1,168 1,226 1,226 0
SBR 105 105 107 2 224 235 235 0
EBL 117 128 130 2 238 250 250 0
EBT 404 502 516 14 599 629 629 0
EBR 289 428 442 14 220 270 274 4
WBL 121 128 126 ‐2 94 98 98 0
WBT 512 538 538 0 459 480 479 ‐1
WBR 107 112 112 0 109 114 114 0
North Leg
Approach 1,639 1,907 1,923 1,532 1,609 1,609
Departure 1,179 1,243 1,245 1,946 2,103 2,120
Total 2,818 3,150 3,168 3,478 3,712 3,729
South Leg
Approach 1,200 1,260 1,268 2,045 2,303 2,325
Departure 1,677 2,087 2,112 1,482 1,594 1,598
Total 2,877 3,347 3,380 3,527 3,897 3,923
East Leg
Approach 740 778 776 662 692 691
Departure 717 822 838 902 943 942
Total 1,457 1,600 1,614 1,564 1,635 1,633
West Leg
Approach 810 1,058 1,088 1,057 1,149 1,153
Departure 816 851 860 966 1,112 1,117
Total 1,626 1,909 1,948 2,023 2,261 2,270
Total Approaches
Approach 4,389 5,003 5,055 5,296 5,753 5,778
Departure 4,389 5,003 5,055 5,296 5,753 5,778
Total 8,778 10,005 10,109 10,592 11,506 11,556
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
19 Lexington Drive /Katella Avenue
NBL 66 68 67 ‐1 113 117 116 ‐1
NBT 36 39 40 1 39 65 67 2
NBR 88 92 92 0 194 204 204 0
SBL 80 169 176 7 82 127 138 11
SBT 13 21 22 1 11 15 16 1
SBR 97 224 230 6 82 154 169 15
EBL 104 156 162 6 93 217 226 9
EBT 1,120 1,480 1,470 ‐10 1,363 1,612 1,628 16
EBR 135 138 136 ‐2 49 51 52 1
WBL 126 132 132 0 78 82 82 0
WBT 1,090 1,392 1,407 15 1,263 1,597 1,582 ‐15
WBR 74 98 106 8 79 161 164 3
North Leg
Approach 190 414 428 175 296 323
Departure 214 293 308 211 443 457
Total 404 707 736 386 739 780
South Leg
Approach 190 199 199 346 386 387
Departure 274 291 290 138 148 150
Total 464 491 490 484 534 537
East Leg
Approach 1,290 1,622 1,645 1,420 1,840 1,828
Departure 1,288 1,741 1,738 1,639 1,943 1,970
Total 2,578 3,364 3,384 3,059 3,783 3,798
West Leg
Approach 1,359 1,774 1,768 1,505 1,880 1,906
Departure 1,253 1,684 1,704 1,458 1,868 1,867
Total 2,612 3,458 3,472 2,963 3,748 3,773
Total Approaches
Approach 3,029 4,010 4,041 3,446 4,402 4,444
Departure 3,029 4,010 4,041 3,446 4,402 4,444
Total 6,058 8,019 8,081 6,892 8,803 8,887
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
20 Siboney Street‐Race Track/Katella Avenue
NBL 29 36 36 0 54 57 57 0
NBT 2 3 3 0 2 7 8 1
NBR 30 33 32 ‐1 35 56 56 0
SBL 35 309 358 49 80 177 193 16
SBT 2 17 19 2 2 3 3 0
SBR 7 70 83 13 41 55 57 2
EBL 91 142 149 7 130 298 327 29
EBT 1,229 1,552 1,534 ‐18 1,489 1,493 1,563 70
EBR 34 42 40 ‐2 33 35 35 0
WBL 35 37 37 0 54 81 82 1
WBT 1,329 1,423 1,406 ‐17 1,373 1,681 1,664 ‐17
WBR 31 36 37 1 37 171 197 26
North Leg
Approach 44 396 460 123 235 253
Departure 124 181 189 169 476 532
Total 168 577 649 292 711 785
South Leg
Approach 61 72 71 91 120 121
Departure 71 96 96 89 119 120
Total 132 168 167 180 238 240
East Leg
Approach 1,395 1,496 1,480 1,464 1,933 1,943
Departure 1,294 1,894 1,924 1,604 1,726 1,812
Total 2,689 3,390 3,404 3,068 3,659 3,755
West Leg
Approach 1,354 1,736 1,723 1,652 1,826 1,925
Departure 1,365 1,529 1,525 1,468 1,793 1,778
Total 2,719 3,265 3,248 3,120 3,618 3,703
Total Approaches
Approach 2,854 3,700 3,734 3,330 4,113 4,242
Departure 2,854 3,700 3,734 3,330 4,113 4,242
Total 5,708 7,400 7,468 6,660 8,227 8,484
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
21 Walker Street /Katella Avenue
NBL 1 1 1 0 8 10 10 0
NBT 0 0 0 0 4 4 4 0
NBR 3 3 3 0 2 2 2 0
SBL 509 517 515 ‐2 490 515 515 0
SBT 0 0 0 0 2 2 2 0
SBR 218 229 229 0 246 338 343 5
EBL 221 326 343 17 343 360 362 2
EBT 1,051 1,763 1,812 49 1,382 1,526 1,527 1
EBR 4 5 5 0 2 2 2 0
WBL 9 9 9 0 1 1 1 0
WBT 1,193 1,307 1,288 ‐19 1,354 1,959 1,994 35
WBR 303 318 303 ‐15 322 338 338 0
North Leg
Approach 727 746 744 738 855 860
Departure 524 644 646 669 702 704
Total 1,251 1,390 1,390 1,407 1,557 1,564
South Leg
Approach 4 4 4 14 16 16
Departure 13 14 14 5 5 5
Total 17 18 18 19 21 21
East Leg
Approach 1,505 1,635 1,600 1,677 2,298 2,333
Departure 1,563 2,283 2,330 1,874 2,043 2,044
Total 3,068 3,918 3,930 3,551 4,341 4,377
West Leg
Approach 1,276 2,094 2,160 1,727 1,888 1,891
Departure 1,412 1,537 1,518 1,608 2,307 2,347
Total 2,688 3,631 3,678 3,335 4,195 4,238
Total Approaches
Approach 3,512 4,479 4,508 4,156 5,057 5,100
Departure 3,512 4,479 4,508 4,156 5,057 5,100
Total 7,024 8,957 9,017 8,312 10,114 10,200
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
22 Valley View Street/Katella Avenue
NBL 639 671 671 0 510 536 536 0
NBT 1,239 1,301 1,301 0 1,406 1,476 1,476 0
NBR 169 190 186 ‐4 168 170 168 ‐2
SBL 177 388 391 3 161 255 254 ‐1
SBT 1,059 1,068 1,082 14 1,156 1,214 1,214 0
SBR 198 297 305 8 209 270 275 5
EBL 153 231 238 7 279 343 351 8
EBT 652 1,284 1,296 12 796 1,037 1,037 0
EBR 470 494 494 0 661 694 694 0
WBL 131 138 138 0 275 313 311 ‐2
WBT 710 965 955 ‐10 743 1,250 1,266 16
WBR 109 165 164 ‐1 201 391 397 6
North Leg
Approach 1,434 1,753 1,778 1,526 1,739 1,743
Departure 1,501 1,697 1,703 1,886 2,210 2,224
Total 2,935 3,450 3,481 3,412 3,949 3,967
South Leg
Approach 2,047 2,162 2,158 2,084 2,182 2,180
Departure 1,660 1,699 1,713 2,092 2,221 2,219
Total 3,707 3,861 3,871 4,176 4,403 4,399
East Leg
Approach 950 1,268 1,257 1,219 1,954 1,974
Departure 998 1,862 1,873 1,125 1,462 1,459
Total 1,948 3,130 3,130 2,344 3,416 3,433
West Leg
Approach 1,275 2,009 2,028 1,736 2,074 2,082
Departure 1,547 1,933 1,931 1,462 2,056 2,077
Total 2,822 3,941 3,958 3,198 4,130 4,159
Total Approaches
Approach 5,706 7,191 7,220 6,565 7,949 7,979
Departure 5,706 7,191 7,220 6,565 7,949 7,979
Total 11,412 14,382 14,440 13,130 15,897 15,957
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
23 Holder Street /Katella Avenue
NBL 1 170 168 ‐2 37 342 356 14
NBT 0 198 196 ‐2 8 273 280 7
NBR 2 71 74 3 22 132 136 4
SBL 87 91 91 0 123 129 129 0
SBT 5 258 268 10 3 224 219 ‐5
SBR 108 111 116 5 92 97 97 0
EBL 30 107 104 ‐3 57 100 100 0
EBT 791 1,388 1,414 26 1,123 1,253 1,251 ‐2
EBR 24 224 215 ‐9 7 211 208 ‐3
WBL 30 98 96 ‐2 11 208 204 ‐4
WBT 943 1,110 1,093 ‐17 986 1,451 1,458 7
WBR 97 102 102 0 145 152 152 0
North Leg
Approach 200 460 475 218 450 445
Departure 127 407 402 210 525 532
Total 327 867 877 428 975 977
South Leg
Approach 3 439 438 67 747 772
Departure 59 580 579 21 643 631
Total 62 1,019 1,017 88 1,390 1,403
East Leg
Approach 1,070 1,310 1,291 1,142 1,811 1,814
Departure 880 1,550 1,579 1,268 1,514 1,516
Total 1,950 2,860 2,870 2,410 3,325 3,330
West Leg
Approach 845 1,719 1,733 1,187 1,564 1,559
Departure 1,052 1,391 1,377 1,115 1,890 1,911
Total 1,897 3,110 3,110 2,302 3,454 3,470
Total Approaches
Approach 2,118 3,928 3,937 2,614 4,572 4,590
Departure 2,118 3,928 3,937 2,614 4,572 4,590
Total 4,236 7,856 7,874 5,228 9,144 9,180
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
24 Knott Avenue /Katella Avenue
NBL 224 235 235 0 221 232 232 0
NBT 445 467 467 0 847 889 889 0
NBR 108 131 125 ‐6 103 124 124 0
SBL 81 219 219 0 144 226 229 3
SBT 770 771 778 7 606 636 636 0
SBR 129 145 144 ‐1 94 101 101 0
EBL 57 76 78 2 290 300 302 2
EBT 502 1,107 1,131 24 915 1,206 1,202 ‐4
EBR 180 189 189 0 287 301 301 0
WBL 178 211 211 0 230 285 287 2
WBT 781 1,039 1,025 ‐14 711 1,236 1,236 0
WBR 64 124 124 0 103 206 210 4
North Leg
Approach 980 1,135 1,141 844 963 966
Departure 566 667 669 1,240 1,395 1,401
Total 1,546 1,802 1,810 2,084 2,359 2,368
South Leg
Approach 777 833 827 1,171 1,245 1,245
Departure 1,128 1,171 1,178 1,123 1,223 1,225
Total 1,905 2,004 2,005 2,294 2,468 2,470
East Leg
Approach 1,023 1,374 1,360 1,044 1,727 1,733
Departure 691 1,457 1,475 1,162 1,556 1,555
Total 1,714 2,831 2,835 2,206 3,283 3,288
West Leg
Approach 739 1,372 1,398 1,492 1,807 1,805
Departure 1,134 1,419 1,404 1,026 1,569 1,569
Total 1,873 2,791 2,802 2,518 3,376 3,374
Total Approaches
Approach 3,519 4,714 4,726 4,551 5,743 5,750
Departure 3,519 4,714 4,726 4,551 5,743 5,750
Total 7,038 9,429 9,453 9,102 11,486 11,500
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
25 Valley View Street/Orangewood Avenue
NBL 18 34 34 0 4 10 10 0
NBT 1,701 1,786 1,786 0 1,704 1,745 1,762 17
NBR 73 91 88 ‐3 91 101 103 2
SBL 178 187 187 0 336 353 353 0
SBT 1,518 1,756 1,800 44 1,846 1,938 1,938 0
SBR 35 37 37 0 64 67 67 0
EBL 100 105 105 0 76 80 80 0
EBT 34 36 36 0 20 21 21 0
EBR 17 41 41 0 17 35 36 1
WBL 91 107 98 ‐9 74 84 85 1
WBT 18 19 19 0 11 11 11 0
WBR 370 389 389 0 261 274 274 0
North Leg
Approach 1,731 1,980 2,024 2,246 2,358 2,358
Departure 2,171 2,280 2,280 2,041 2,099 2,116
Total 3,902 4,259 4,303 4,287 4,457 4,474
South Leg
Approach 1,792 1,911 1,908 1,799 1,856 1,875
Departure 1,626 1,904 1,939 1,937 2,057 2,059
Total 3,418 3,815 3,847 3,736 3,913 3,934
East Leg
Approach 479 514 505 346 369 370
Departure 285 314 311 447 475 477
Total 764 828 816 793 844 847
West Leg
Approach 151 182 182 113 136 137
Departure 71 90 90 79 88 88
Total 222 271 271 192 224 225
Total Approaches
Approach 4,153 4,587 4,619 4,504 4,719 4,740
Departure 4,153 4,587 4,619 4,504 4,719 4,740
Total 8,306 9,174 9,238 9,008 9,438 9,480
2045 2045 2045 GP‐ NP 2045 2045 2045 GP‐ NP
No With No With
Exist Project Project Exist Project Project
Table B‐3 ‐ Year 2045 Volume Summary (Alternative 2)
AM Peak PM Peak
26 Knott Avenue /Orangewood Avenue
NBL 23 150 144 ‐6 48 182 199 17
NBT 673 707 707 0 1,020 1,030 1,036 6
NBR 116 276 278 2 50 189 203 14
SBL 41 43 43 0 31 33 33 0
SBT 1,002 1,053 1,062 9 891 936 936 0
SBR 40 44 44 0 96 101 101 0
EBL 103 108 108 0 99 104 104 0
EBT 81 108 112 4 41 103 107 4
EBR 98 339 341 2 64 212 217 5
WBL 42 190 198 8 89 199 203 4
WBT 20 96 98 2 108 184 193 9
WBR 37 39 39 0 92 97 97 0
North Leg
Approach 1,083 1,140 1,149 1,018 1,069 1,069
Departure 813 854 854 1,211 1,231 1,237
Total 1,896 1,994 2,003 2,229 2,299 2,305
South Leg
Approach 812 1,133 1,129 1,118 1,401 1,438
Departure 1,142 1,582 1,601 1,044 1,347 1,356
Total 1,954 2,715 2,730 2,162 2,748 2,794
East Leg
Approach 99 325 335 289 480 493
Departure 238 427 433 122 325 343
Total 337 752 768 411 804 835
West Leg
Approach 282 555 561 204 419 428
Departure 83 290 286 252 467 493
Total 365 845 847 456 886 921
Total Approaches
Approach 2,276 3,153 3,174 2,629 3,368 3,427
Departure 2,276 3,153 3,174 2,629 3,368 3,427
Total 4,552 6,305 6,347 5,258 6,737 6,855
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\ Cypress Housing Element Implementation Report _Final_05252023.docx (05/25/23)
APPENDIX C
ICU WORKSHEETS
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 1
NORTH/SOUTH: Bloomfield Street
EAST/WEST: Lincoln Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 385 443 0.11 * 0.13 *
NBT 0.0 0 0 0 0.00 0.00
NBR 1.0 U 1,700 193 190 0.00 0.00
SBL 0.0 0 0 0 0.00 0.00
SBT 0.0 0 0 0 0.00 * 0.00 *
SBR 0.0 0 0 0 0.00 0.00
EBL 0.0 0 0 0 0.00 0.00
EBT 2.0 3,400 582 736 0.17 * 0.22 *
EBR 1.0 U 1,700 339 366 0.00 0.00
WBL 1.0 1,700 133 135 0.08 * 0.08 *
WBT 2.0 3,400 697 786 0.21 0.23
WBR 0.0 0 0 0 0.00 0.00
N/S Critical Movements 0.11 0.13
E/W Critical Movements 0.25 0.30
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.41 0.48
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 2
NORTH/SOUTH: Denni Street
EAST/WEST: Lincoln Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 173 158 0.10 * 0.09 *
NBT 1.0 1,700 9 6 0.01 0.00
NBR 1.0 U 1,700 198 121 0.00 0.00
SBL 1.0 1,700 18 58 0.01 0.03
SBT 1.0 1,700 4 20 0.00 * 0.01 *
SBR 1.0 D 1,700 13 181 0.00 0.05 *
EBL 1.0 1,700 66 41 0.04 0.02
EBT 2.0 3,400 556 735 0.20 * 0.26 *
EBR 0.0 0 136 141 0.00 0.00
WBL 1.0 1,700 276 102 0.16 * 0.06 *
WBT 2.0 3,400 658 610 0.19 0.18
WBR 1.0 D 1,700 32 26 0.00 0.00
N/S Critical Movements 0.10 0.10
E/W Critical Movements 0.36 0.32
Right Turn Critical Movement 0.00 0.05
Clearance Interval 0.05 0.05
ICU 0.51 0.52
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 3
NORTH/SOUTH: Moody Street
EAST/WEST: Lincoln Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 156 109 0.09 * 0.06 *
NBT 2.0 3,400 526 516 0.15 0.15
NBR 1.0 D 1,700 103 83 0.00 0.00
SBL 1.0 1,700 171 148 0.10 0.09
SBT 2.0 3,400 721 632 0.21 * 0.19 *
SBR 1.0 D 1,700 191 167 0.00 0.00
EBL 1.0 1,700 133 159 0.08 * 0.09 *
EBT 2.0 3,400 471 601 0.17 0.21
EBR 0.0 0 114 102 0.00 0.00
WBL 1.0 1,700 61 75 0.04 0.04
WBT 2.0 3,400 538 551 0.21 * 0.21 *
WBR 0.0 0 182 166 0.00 0.00
N/S Critical Movements 0.30 0.25
E/W Critical Movements 0.29 0.30
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.64 0.60
Level of Service (LOS) B A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 4
NORTH/SOUTH: Walker Street
EAST/WEST: Lincoln Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 82 65 0.05 * 0.04
NBT 2.0 3,400 437 616 0.13 0.18 *
NBR 1.0 D 1,700 130 143 0.00 0.00
SBL 1.0 1,700 111 143 0.07 0.08 *
SBT 2.0 3,400 539 559 0.20 * 0.19
SBR 0.0 0 125 100 0.00 0.00
EBL 1.0 1,700 89 100 0.05 * 0.06 *
EBT 2.0 3,400 627 649 0.18 0.19
EBR 0.0 0 0 0 0.00 0.00
WBL 1.0 1,700 111 119 0.07 0.07
WBT 2.0 3,400 589 621 0.20 * 0.23 *
WBR 0.0 0 106 156 0.00 0.00
N/S Critical Movements 0.25 0.26
E/W Critical Movements 0.25 0.29
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.55 0.60
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 5
NORTH/SOUTH: Valley View Street
EAST/WEST: Lincoln Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 131 221 0.04 * 0.07
NBT 3.0 5,100 792 1,256 0.16 0.25 *
NBR 1.0 U 1,700 91 155 0.00 0.00
SBL 2.0 3,400 108 227 0.03 0.07 *
SBT 3.0 5,100 1,196 1,081 0.26 * 0.24
SBR 0.0 0 131 145 0.00 0.00
EBL 2.0 3,400 162 231 0.05 * 0.07 *
EBT 2.0 3,400 371 498 0.11 0.15
EBR 1.0 D 1,700 144 190 0.00 0.00
WBL 2.0 3,400 173 213 0.05 0.06
WBT 2.0 3,400 505 496 0.15 * 0.15 *
WBR 1.0 U 1,700 114 142 0.00 0.00
N/S Critical Movements 0.30 0.32
E/W Critical Movements 0.20 0.22
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.55 0.59
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 6
NORTH/SOUTH: Moody Street
EAST/WEST: Orange Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 102 42 0.06 * 0.02
NBT 2.0 3,400 368 513 0.11 0.15 *
NBR 1.0 D 1,700 129 65 0.00 0.00
SBL 1.0 1,700 158 133 0.09 0.08 *
SBT 2.0 3,400 508 516 0.15 * 0.15
SBR 1.0 D 1,700 109 75 0.00 0.00
EBL 1.0 1,700 132 63 0.08 * 0.04 *
EBT 2.0 3,400 483 250 0.18 0.08
EBR 0.0 0 113 33 0.00 0.00
WBL 1.0 1,700 64 60 0.04 0.04
WBT 2.0 3,400 405 285 0.15 * 0.11 *
WBR 0.0 0 97 102 0.00 0.00
N/S Critical Movements 0.21 0.23
E/W Critical Movements 0.23 0.15
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.49 0.43
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 7
NORTH/SOUTH: Walker Street
EAST/WEST: Orange Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 147 78 0.09 * 0.05
NBT 2.0 3,400 459 680 0.17 0.24 *
NBR 0.0 0 125 135 0.00 0.00
SBL 1.0 1,700 64 87 0.04 0.05 *
SBT 2.0 3,400 600 598 0.21 * 0.19
SBR 0.0 0 113 50 0.00 0.00
EBL 1.0 1,700 108 73 0.06 * 0.04
EBT 2.0 3,400 450 390 0.16 0.14 *
EBR 0.0 0 109 99 0.00 0.00
WBL 1.0 1,700 102 110 0.06 0.06 *
WBT 2.0 3,400 538 360 0.16 * 0.11
WBR 1.0 D 1,700 88 81 0.00 0.00
N/S Critical Movements 0.30 0.29
E/W Critical Movements 0.22 0.20
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.57 0.54
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 8
NORTH/SOUTH: Valley View Street
EAST/WEST: Orange Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 118 167 0.07 * 0.10 *
NBT 3.0 5,100 902 1,537 0.18 0.30
NBR 1.0 D 1,700 99 136 0.00 0.00
SBL 1.0 1,700 75 127 0.04 0.07
SBT 3.0 5,100 1,255 1,303 0.27 * 0.28 *
SBR 0.0 0 97 127 0.00 0.00
EBL 1.0 1,700 123 124 0.07 * 0.07 *
EBT 2.0 3,400 369 355 0.11 0.10
EBR 1.0 U 1,700 239 127 0.00 0.00
WBL 1.0 1,700 131 152 0.08 0.09
WBT 2.0 3,400 405 288 0.15 * 0.12 *
WBR 0.0 0 103 134 0.00 0.00
N/S Critical Movements 0.34 0.38
E/W Critical Movements 0.22 0.19
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.61 0.62
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 9
NORTH/SOUTH: Holder Street
EAST/WEST: Orange Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 53 54 0.03 * 0.03 *
NBT 2.0 3,400 78 174 0.03 0.06
NBR 0.0 0 30 33 0.00 0.00
SBL 1.0 1,700 58 51 0.03 0.03
SBT 1.0 1,700 119 109 0.07 * 0.06 *
SBR 1.0 F 1,700 94 114 0.00 0.00
EBL 1.0 1,700 74 96 0.04 * 0.06 *
EBT 2.0 3,400 336 351 0.11 0.12
EBR 0.0 0 48 57 0.00 0.00
WBL 1.0 1,700 70 30 0.04 0.02
WBT 2.0 3,400 435 344 0.16 * 0.12 *
WBR 0.0 0 103 59 0.00 0.00
N/S Critical Movements 0.10 0.09
E/W Critical Movements 0.20 0.18
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.35 0.32
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 10
NORTH/SOUTH: Bloomfield Street
EAST/WEST: Ball Road
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 102 115 0.06 * 0.07
NBT 2.0 3,400 612 661 0.20 0.22 *
NBR 0.0 0 75 86 0.00 0.00
SBL 1.0 1,700 112 191 0.07 0.11 *
SBT 2.0 3,400 550 686 0.24 * 0.23
SBR 0.0 0 259 84 0.00 0.00
EBL 1.0 1,700 135 150 0.08 * 0.09 *
EBT 2.0 3,400 193 397 0.06 0.12
EBR 1.0 D 1,700 54 108 0.00 0.00
WBL 1.0 1,700 68 65 0.04 0.04
WBT 2.0 3,400 325 226 0.10 * 0.07 *
WBR 1.0 D 1,700 135 116 0.00 0.00
N/S Critical Movements 0.30 0.33
E/W Critical Movements 0.18 0.16
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.53 0.54
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 11
NORTH/SOUTH: Moody Street
EAST/WEST: Ball Road
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 87 74 0.05 * 0.04
NBT 2.0 3,400 252 350 0.07 0.10 *
NBR 1.0 D 1,700 67 61 0.00 0.00
SBL 1.0 1,700 149 104 0.09 0.06 *
SBT 2.0 3,400 476 329 0.14 * 0.10
SBR 1.0 D 1,700 138 112 0.00 0.00
EBL 1.0 1,700 78 128 0.05 * 0.08 *
EBT 2.0 3,400 816 682 0.24 0.20
EBR 1.0 D 1,700 99 61 0.00 0.00
WBL 1.0 1,700 73 72 0.04 0.04
WBT 2.0 3,400 814 673 0.24 * 0.20 *
WBR 1.0 D 1,700 166 109 0.00 0.00
N/S Critical Movements 0.19 0.16
E/W Critical Movements 0.29 0.28
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.53 0.49
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 12
NORTH/SOUTH: Walker Street
EAST/WEST: Ball Road
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 102 85 0.06 * 0.05
NBT 2.0 3,400 339 652 0.12 0.22 *
NBR 0.0 0 72 84 0.00 0.00
SBL 1.0 1,700 124 142 0.07 0.08 *
SBT 2.0 3,400 579 523 0.19 * 0.18
SBR 0.0 0 59 83 0.00 0.00
EBL 1.0 1,700 77 92 0.05 * 0.05 *
EBT 2.0 3,400 732 642 0.22 0.19
EBR 1.0 D 1,700 168 76 0.00 0.00
WBL 1.0 1,700 104 89 0.06 0.05
WBT 2.0 3,400 770 697 0.23 * 0.21 *
WBR 1.0 D 1,700 144 142 0.00 0.00
N/S Critical Movements 0.25 0.30
E/W Critical Movements 0.28 0.26
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.58 0.61
Level of Service (LOS) A B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 13
NORTH/SOUTH: Valley View Street
EAST/WEST: Ball Road
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 205 262 0.06 * 0.08
NBT 3.0 5,100 894 1,508 0.18 0.30 *
NBR 1.0 U 1,700 81 162 0.00 0.00
SBL 2.0 3,400 111 171 0.03 0.05 *
SBT 3.0 5,100 1,238 1,136 0.24 * 0.22
SBR 1.0 D 1,700 126 203 0.00 0.00
EBL 2.0 3,400 172 202 0.05 * 0.06 *
EBT 2.0 3,400 556 611 0.16 0.18
EBR 1.0 U 1,700 186 177 0.00 0.00
WBL 2.0 3,400 264 169 0.08 0.05
WBT 2.0 3,400 678 458 0.23 * 0.17 *
WBR 0.0 0 91 129 0.00 0.00
N/S Critical Movements 0.30 0.35
E/W Critical Movements 0.28 0.23
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.63 0.63
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 14
NORTH/SOUTH: Bloomfield Street
EAST/WEST: Cerritos Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 171 81 0.10 * 0.05
NBT 2.0 3,400 332 424 0.15 0.16 *
NBR 0.0 0 173 124 0.00 0.00
SBL 1.0 1,700 99 72 0.06 0.04 *
SBT 2.0 3,400 520 269 0.19 * 0.11
SBR 0.0 0 110 117 0.00 0.00
EBL 1.0 1,700 45 140 0.03 0.08
EBT 2.0 3,400 689 851 0.20 * 0.25 *
EBR 1.0 D 1,700 166 91 0.00 0.00
WBL 1.0 1,700 194 90 0.11 * 0.05 *
WBT 2.0 3,400 648 702 0.19 0.21
WBR 1.0 D 1,700 65 125 0.00 0.00
N/S Critical Movements 0.29 0.20
E/W Critical Movements 0.31 0.30
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.65 0.55
Level of Service (LOS) B A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 15
NORTH/SOUTH: Denni Street/Lexington Drive
EAST/WEST: Cerritos Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 138 242 0.04 * 0.07 *
SB 3.0 5,100 355 212 0.07 * 0.04 *
EBL 1.0 1,700 77 103 0.05 * 0.06
EBT 2.0 3,400 633 880 0.19 0.26 *
EBR 1.0 U 1,700 59 34 0.00 0.00
WBL 1.0 1,700 86 48 0.05 0.03 *
WBT 2.0 3,400 700 743 0.21 * 0.22
WBR 1.0 D 1,700 130 113 0.00 0.00
N/S Critical Movements 0.11 0.11
E/W Critical Movements 0.26 0.29
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.42 0.45
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 16
NORTH/SOUTH: Moody Street
EAST/WEST: Cerritos Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 1 3 0.00 * 0.00 *
SB 3.0 5,100 609 370 0.12 * 0.07 *
EBL 1.0 1,700 68 180 0.04 * 0.11 *
EBT 2.0 3,400 713 918 0.21 0.27
EBR 1.0 D 1,700 1 1 0.00 0.00
WBL 1.0 1,700 1 1 0.00 0.00
WBT 2.0 3,400 698 774 0.21 * 0.23 *
WBR 1.0 D 1,700 160 304 0.00 0.00
N/S Critical Movements 0.12 0.07
E/W Critical Movements 0.25 0.34
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.42 0.46
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 17
NORTH/SOUTH: Walker Street
EAST/WEST: Cerritos Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 98 258 0.03 * 0.08 *
NBT 2.0 3,400 238 567 0.07 0.17
NBR 1.0 U 1,700 61 160 0.00 0.00
SBL 1.0 1,700 130 110 0.08 0.06
SBT 2.0 3,400 564 428 0.18 * 0.15 *
SBR 0.0 0 41 68 0.00 0.00
EBL 1.0 1,700 27 77 0.02 * 0.05 *
EBT 3.0 5,100 767 824 0.15 0.16
EBR 1.0 U 1,700 287 214 0.00 0.00
WBL 1.0 1,700 85 94 0.05 0.06
WBT 2.0 3,400 734 770 0.22 * 0.23 *
WBR 1.0 U 1,700 109 148 0.00 0.00
N/S Critical Movements 0.21 0.23
E/W Critical Movements 0.24 0.28
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.50 0.56
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 18
NORTH/SOUTH: Valley View Street
EAST/WEST: Cerritos Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 199 283 0.12 * 0.17 *
NBT 3.0 5,100 955 1,599 0.19 0.31
NBR 1.0 U 1,700 46 163 0.00 0.00
SBL 1.0 1,700 267 140 0.16 0.08
SBT 3.0 5,100 1,267 1,168 0.25 * 0.23 *
SBR 1.0 U 1,700 105 224 0.00 0.00
EBL 2.0 3,400 117 238 0.03 * 0.07 *
EBT 3.0 5,100 404 599 0.08 0.12
EBR 1.0 U 1,700 289 220 0.00 0.00
WBL 2.0 3,400 121 94 0.04 0.03
WBT 2.0 3,400 512 459 0.18 * 0.17 *
WBR 0.0 0 107 109 0.00 0.00
N/S Critical Movements 0.37 0.40
E/W Critical Movements 0.21 0.24
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.63 0.69
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 19
NORTH/SOUTH: Lexington Drive
EAST/WEST: Katella Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 3.0 5,100 190 346 0.04 * 0.07 *
SB 2.0 3,400 190 175 0.06 * 0.05 *
EBL 2.0 3,400 104 93 0.03 0.03
EBT 3.0 5,100 1,120 1,363 0.22 * 0.27 *
EBR 1.0 U 1,700 135 49 0.00 0.00
WBL 1.0 1,700 126 78 0.07 * 0.05 *
WBT 3.0 5,100 1,090 1,263 0.23 0.26
WBR 0.0 0 74 79 0.00 0.00
N/S Critical Movements 0.10 0.12
E/W Critical Movements 0.29 0.32
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.44 0.49
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 20
NORTH/SOUTH: Race Track/Siboney Street
EAST/WEST: Katella Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 61 91 0.02 * 0.03 *
SB 3.0 5,100 44 123 0.01 * 0.02 *
EBL 2.0 3,400 91 130 0.03 * 0.04
EBT 3.0 5,100 1,229 1,489 0.25 0.30 *
EBR 0.0 0 34 33 0.00 0.00
WBL 1.0 1,700 35 54 0.02 0.03 *
WBT 3.0 5,100 1,329 1,373 0.26 * 0.27
WBR 1.0 U 1,700 31 37 0.00 0.00
N/S Critical Movements 0.03 0.05
E/W Critical Movements 0.29 0.33
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.37 0.43
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 21
NORTH/SOUTH: Walker Street
EAST/WEST: Katella Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 4 14 0.00 * 0.00 *
SB 4.0 6,800 727 738 0.11 * 0.11 *
EBL 2.0 3,400 221 343 0.07 * 0.10 *
EBT 3.0 5,100 1,051 1,382 0.21 0.27
EBR 0.0 0 4 2 0.00 0.00
WBL 1.0 1,700 9 1 0.01 0.00
WBT 3.0 5,100 1,193 1,354 0.23 * 0.27 *
WBR 1.0 U 1,700 303 322 0.00 0.00
N/S Critical Movements 0.11 0.11
E/W Critical Movements 0.30 0.37
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.46 0.53
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 22
NORTH/SOUTH: Valley View Street
EAST/WEST: Katella Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 3.0 5,100 639 510 0.13 * 0.10 *
NBT 3.0 5,100 1,239 1,406 0.24 0.28
NBR 1.0 U 1,700 169 168 0.00 0.00
SBL 2.0 3,400 177 161 0.05 0.05
SBT 3.0 5,100 1,059 1,156 0.21 * 0.23 *
SBR 1.0 U 1,700 198 209 0.00 0.00
EBL 2.0 3,400 153 279 0.05 * 0.08
EBT 3.0 5,100 652 796 0.13 0.16 *
EBR 1.0 F 1,700 470 661 0.00 0.00
WBL 2.0 3,400 131 275 0.04 0.08 *
WBT 3.0 5,100 710 743 0.14 * 0.15
WBR 1.0 U 1,700 109 201 0.00 0.00
N/S Critical Movements 0.34 0.33
E/W Critical Movements 0.19 0.24
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.58 0.62
Level of Service (LOS) A B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 23
NORTH/SOUTH: Holder Street
EAST/WEST: Katella Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 1 37 0.00 0.02
NBT 2.0 3,400 0 8 0.00 * 0.01 *
NBR 0.0 0 2 22 0.00 0.00
SBL 1.0 1,700 87 123 0.05 * 0.07 *
SBT 2.0 3,400 5 3 0.03 0.03
SBR 0.0 0 108 92 0.00 0.00
EBL 1.0 1,700 30 57 0.02 * 0.03
EBT 3.0 5,100 791 1,123 0.16 0.22 *
EBR 1.0 U 1,700 24 7 0.00 0.00
WBL 1.0 1,700 30 11 0.02 0.01 *
WBT 3.0 5,100 943 986 0.18 * 0.19
WBR 1.0 U 1,700 97 145 0.00 0.00
N/S Critical Movements 0.05 0.08
E/W Critical Movements 0.20 0.23
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.30 0.36
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 24
NORTH/SOUTH: Knott Avenue
EAST/WEST: Katella Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2 3,400 224 221 0.07 * 0.07
NBT 2 3,400 445 847 0.13 0.25 *
NBR 1 D 1,700 108 103 0.00 0.00
SBL 1 1,700 81 144 0.05 0.08 *
SBT 2 3,400 770 606 0.23 * 0.18
SBR 1 U 1,700 129 94 0.00 0.00
EBL 1 1,700 57 290 0.03 0.17
EBT 3 5,100 502 915 0.10 * 0.18 *
EBR 1 P 1,700 180 287 0.01 * 0.00
WBL 1 1,700 178 230 0.10 * 0.14 *
WBT 3 5,100 781 711 0.15 0.14
WBR 1 P 1,700 64 103 0.00 0.00
N/S Critical Movements 0.30 0.33
E/W Critical Movements 0.20 0.32
Right Turn Critical Movement 0.01 0.00
Clearance Interval 0.05 0.05
ICU 0.56 0.70
Level of Service (LOS) A B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 25
NORTH/SOUTH: Valley View Street
EAST/WEST: Orangewood Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1 1,700 18 4 0.01 0.00
NBT 3 5,100 1,701 1,704 0.35 * 0.35 *
NBR 0 0 73 91 0.00 0.00
SBL 2 3,400 178 336 0.05 * 0.10 *
SBT 3 5,100 1,518 1,846 0.30 0.36
SBR 1 U 1,700 35 64 0.00 0.00
EB 3 5,100 151 113 0.03 * 0.02 *
WB 3 5,100 479 346 0.09 * 0.07 *
N/S Critical Movements 0.40 0.45
E/W Critical Movements 0.12 0.09
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.57 0.59
Level of Service (LOS) A A
Notes: EB/WB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 26
NORTH/SOUTH: Knott Street
EAST/WEST: Orangewood Avenue
Existing
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1 1,700 23 48 0.01 * 0.03
NBT 2 3,400 673 1,020 0.20 0.30 *
NBR 1 U 1,700 116 50 0.00 0.00
SBL 1 1,700 41 31 0.02 0.02 *
SBT 2 3,400 1,002 891 0.29 * 0.26
SBR 1 U 1,700 40 96 0.00 0.00
EBL 1 1,700 103 99 0.06 * 0.06 *
EBT 1 1,700 81 41 0.05 0.02
EBR 1 U 1,700 98 64 0.00 0.00
WBL 1 1,700 42 89 0.02 0.05
WBT 1 1,700 20 108 0.01 * 0.06 *
WBR 1 U 1,700 37 92 0.00 0.00
N/S Critical Movements 0.30 0.32
E/W Critical Movements 0.07 0.12
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.42 0.49
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Existing_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 1
NORTH/SOUTH: Bloomfield Street
EAST/WEST: Lincoln Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 404 463 0.12 * 0.14 *
NBT 0.0 0 0 0 0.00 0.00
NBR 1.0 U 1,700 365 305 0.00 0.00
SBL 0.0 0 0 0 0.00 0.00
SBT 0.0 0 0 0 0.00 * 0.00 *
SBR 0.0 0 0 0 0.00 0.00
EBL 0.0 0 0 0 0.00 0.00
EBT 2.0 3,400 1,069 865 0.31 * 0.25 *
EBR 1.0 U 1,700 432 384 0.00 0.00
WBL 1.0 1,700 275 243 0.16 * 0.14 *
WBT 2.0 3,400 798 1,200 0.23 0.35
WBR 0.0 0 0 0 0.00 0.00
N/S Critical Movements 0.12 0.14
E/W Critical Movements 0.47 0.39
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.64 0.58
Level of Service (LOS) B A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 2
NORTH/SOUTH: Denni Street
EAST/WEST: Lincoln Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 182 166 0.11 * 0.10 *
NBT 1.0 1,700 9 6 0.01 0.00
NBR 1.0 U 1,700 230 127 0.00 0.00
SBL 1.0 1,700 21 61 0.01 0.04
SBT 1.0 1,700 4 21 0.00 * 0.01 *
SBR 1.0 D 1,700 14 188 0.00 0.06 *
EBL 1.0 1,700 72 43 0.04 0.03
EBT 2.0 3,400 1,184 980 0.40 * 0.33 *
EBR 0.0 0 165 141 0.00 0.00
WBL 1.0 1,700 280 132 0.16 * 0.08 *
WBT 2.0 3,400 922 1,130 0.27 0.33
WBR 1.0 D 1,700 34 31 0.00 0.00
N/S Critical Movements 0.11 0.11
E/W Critical Movements 0.56 0.41
Right Turn Critical Movement 0.00 0.06
Clearance Interval 0.05 0.05
ICU 0.72 0.63
Level of Service (LOS) C B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 3
NORTH/SOUTH: Moody Street
EAST/WEST: Lincoln Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 199 178 0.12 * 0.10 *
NBT 2.0 3,400 552 518 0.16 0.15
NBR 1.0 D 1,700 210 142 0.00 0.00
SBL 1.0 1,700 210 155 0.12 0.09
SBT 2.0 3,400 769 664 0.23 * 0.20 *
SBR 1.0 D 1,700 201 175 0.00 0.00
EBL 1.0 1,700 140 167 0.08 0.10 *
EBT 2.0 3,400 1,055 843 0.38 * 0.28
EBR 0.0 0 221 122 0.00 0.00
WBL 1.0 1,700 127 128 0.07 * 0.08
WBT 2.0 3,400 807 1,055 0.29 0.37 *
WBR 0.0 0 191 195 0.00 0.00
N/S Critical Movements 0.35 0.30
E/W Critical Movements 0.45 0.47
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.85 0.82
Level of Service (LOS) D D
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 4
NORTH/SOUTH: Walker Street
EAST/WEST: Lincoln Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 88 102 0.05 * 0.06
NBT 2.0 3,400 459 647 0.13 0.19 *
NBR 1.0 D 1,700 193 171 0.00 0.00
SBL 1.0 1,700 158 150 0.09 0.09 *
SBT 2.0 3,400 576 587 0.21 * 0.21
SBR 0.0 0 129 130 0.00 0.00
EBL 1.0 1,700 120 107 0.07 0.06 *
EBT 2.0 3,400 1,291 844 0.38 * 0.25
EBR 0.0 0 0 0 0.00 0.00
WBL 1.0 1,700 163 155 0.10 * 0.09
WBT 2.0 3,400 837 1,138 0.29 0.39 *
WBR 0.0 0 136 179 0.00 0.00
N/S Critical Movements 0.26 0.28
E/W Critical Movements 0.48 0.45
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.79 0.78
Level of Service (LOS) C C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 5
NORTH/SOUTH: Valley View Street
EAST/WEST: Lincoln Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 142 286 0.04 * 0.08
NBT 3.0 5,100 832 1,319 0.16 0.26 *
NBR 1.0 U 1,700 116 180 0.00 0.00
SBL 2.0 3,400 172 304 0.05 0.09 *
SBT 3.0 5,100 1,314 1,135 0.29 * 0.26
SBR 0.0 0 177 216 0.00 0.00
EBL 2.0 3,400 282 269 0.08 0.08 *
EBT 2.0 3,400 929 675 0.27 * 0.20
EBR 1.0 D 1,700 248 200 0.00 0.00
WBL 2.0 3,400 213 261 0.06 * 0.08
WBT 2.0 3,400 762 939 0.22 0.28 *
WBR 1.0 U 1,700 141 207 0.00 0.00
N/S Critical Movements 0.33 0.35
E/W Critical Movements 0.33 0.36
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.71 0.76
Level of Service (LOS) C C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 6
NORTH/SOUTH: Moody Street
EAST/WEST: Orange Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 107 53 0.06 * 0.03
NBT 2.0 3,400 386 623 0.11 0.18 *
NBR 1.0 D 1,700 135 68 0.00 0.00
SBL 1.0 1,700 218 137 0.13 0.08 *
SBT 2.0 3,400 624 542 0.18 * 0.16
SBR 1.0 D 1,700 146 125 0.00 0.00
EBL 1.0 1,700 228 66 0.13 * 0.04 *
EBT 2.0 3,400 547 263 0.19 0.09
EBR 0.0 0 114 35 0.00 0.00
WBL 1.0 1,700 67 63 0.04 0.04
WBT 2.0 3,400 425 316 0.16 * 0.13 *
WBR 0.0 0 113 109 0.00 0.00
N/S Critical Movements 0.24 0.26
E/W Critical Movements 0.29 0.17
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.58 0.48
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 7
NORTH/SOUTH: Walker Street
EAST/WEST: Orange Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 154 78 0.09 * 0.05
NBT 2.0 3,400 503 728 0.19 0.26 *
NBR 0.0 0 158 144 0.00 0.00
SBL 1.0 1,700 86 91 0.05 0.05 *
SBT 2.0 3,400 706 610 0.24 * 0.19
SBR 0.0 0 119 53 0.00 0.00
EBL 1.0 1,700 114 77 0.07 0.05
EBT 2.0 3,400 548 410 0.20 * 0.15 *
EBR 0.0 0 116 104 0.00 0.00
WBL 1.0 1,700 105 147 0.06 * 0.09 *
WBT 2.0 3,400 565 421 0.17 0.12
WBR 1.0 D 1,700 90 102 0.00 0.00
N/S Critical Movements 0.33 0.31
E/W Critical Movements 0.26 0.24
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.64 0.60
Level of Service (LOS) B A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 8
NORTH/SOUTH: Valley View Street
EAST/WEST: Orange Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 124 215 0.07 * 0.13 *
NBT 3.0 5,100 947 1,615 0.19 0.32
NBR 1.0 D 1,700 141 137 0.00 0.00
SBL 1.0 1,700 98 133 0.06 0.08
SBT 3.0 5,100 1,500 1,368 0.31 * 0.30 *
SBR 0.0 0 102 140 0.00 0.00
EBL 1.0 1,700 129 130 0.08 * 0.08 *
EBT 2.0 3,400 488 373 0.14 0.11
EBR 1.0 U 1,700 290 133 0.00 0.00
WBL 1.0 1,700 145 163 0.09 0.10
WBT 2.0 3,400 425 344 0.16 * 0.14 *
WBR 0.0 0 108 141 0.00 0.00
N/S Critical Movements 0.38 0.43
E/W Critical Movements 0.24 0.22
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.67 0.70
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 9
NORTH/SOUTH: Holder Street
EAST/WEST: Orange Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 179 168 0.11 * 0.10 *
NBT 2.0 3,400 255 411 0.11 0.15
NBR 0.0 0 125 86 0.00 0.00
SBL 1.0 1,700 61 54 0.04 0.03
SBT 1.0 1,700 320 296 0.19 * 0.17 *
SBR 1.0 F 1,700 99 120 0.00 0.00
EBL 1.0 1,700 78 101 0.05 0.06
EBT 2.0 3,400 380 369 0.17 * 0.15 *
EBR 0.0 0 196 151 0.00 0.00
WBL 1.0 1,700 183 105 0.11 * 0.06 *
WBT 2.0 3,400 457 361 0.17 0.12
WBR 0.0 0 108 62 0.00 0.00
N/S Critical Movements 0.30 0.27
E/W Critical Movements 0.28 0.21
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.63 0.53
Level of Service (LOS) B A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 10
NORTH/SOUTH: Bloomfield Street
EAST/WEST: Ball Road
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 107 125 0.06 0.07
NBT 2.0 3,400 704 694 0.24 * 0.23 *
NBR 0.0 0 96 90 0.00 0.00
SBL 1.0 1,700 139 201 0.08 * 0.12 *
SBT 2.0 3,400 589 757 0.25 0.26
SBR 0.0 0 272 127 0.00 0.00
EBL 1.0 1,700 198 164 0.12 * 0.10 *
EBT 2.0 3,400 315 417 0.09 0.12
EBR 1.0 D 1,700 76 113 0.00 0.00
WBL 1.0 1,700 71 68 0.04 0.04
WBT 2.0 3,400 341 301 0.10 * 0.09 *
WBR 1.0 D 1,700 137 136 0.00 0.00
N/S Critical Movements 0.32 0.35
E/W Critical Movements 0.22 0.19
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.59 0.59
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 11
NORTH/SOUTH: Moody Street
EAST/WEST: Ball Road
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 91 99 0.05 * 0.06
NBT 2.0 3,400 265 397 0.08 0.12 *
NBR 1.0 D 1,700 76 64 0.00 0.00
SBL 1.0 1,700 168 109 0.10 0.06 *
SBT 2.0 3,400 516 345 0.15 * 0.10
SBR 1.0 D 1,700 142 118 0.00 0.00
EBL 1.0 1,700 82 144 0.05 0.08 *
EBT 2.0 3,400 990 716 0.29 * 0.21
EBR 1.0 D 1,700 116 79 0.00 0.00
WBL 1.0 1,700 77 81 0.05 * 0.05
WBT 2.0 3,400 855 777 0.25 0.23 *
WBR 1.0 D 1,700 174 114 0.00 0.00
N/S Critical Movements 0.20 0.18
E/W Critical Movements 0.34 0.31
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.59 0.54
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 12
NORTH/SOUTH: Walker Street
EAST/WEST: Ball Road
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 107 89 0.06 * 0.05
NBT 2.0 3,400 382 688 0.14 0.23 *
NBR 0.0 0 91 88 0.00 0.00
SBL 1.0 1,700 200 149 0.12 0.09 *
SBT 2.0 3,400 709 549 0.23 * 0.19
SBR 0.0 0 66 90 0.00 0.00
EBL 1.0 1,700 81 93 0.05 0.05 *
EBT 2.0 3,400 862 674 0.25 * 0.20
EBR 1.0 D 1,700 176 80 0.00 0.00
WBL 1.0 1,700 109 96 0.06 * 0.06
WBT 2.0 3,400 809 778 0.24 0.23 *
WBR 1.0 D 1,700 160 180 0.00 0.00
N/S Critical Movements 0.29 0.32
E/W Critical Movements 0.31 0.28
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.65 0.65
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 13
NORTH/SOUTH: Valley View Street
EAST/WEST: Ball Road
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 215 292 0.06 * 0.09
NBT 3.0 5,100 939 1,592 0.18 0.31 *
NBR 1.0 U 1,700 87 170 0.00 0.00
SBL 2.0 3,400 150 180 0.04 0.05 *
SBT 3.0 5,100 1,470 1,193 0.29 * 0.23
SBR 1.0 D 1,700 132 226 0.00 0.00
EBL 2.0 3,400 202 212 0.06 * 0.06 *
EBT 2.0 3,400 732 642 0.22 0.19
EBR 1.0 U 1,700 215 186 0.00 0.00
WBL 2.0 3,400 264 170 0.08 0.05
WBT 2.0 3,400 712 535 0.24 * 0.20 *
WBR 0.0 0 93 143 0.00 0.00
N/S Critical Movements 0.35 0.36
E/W Critical Movements 0.30 0.26
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.70 0.67
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 14
NORTH/SOUTH: Bloomfield Street
EAST/WEST: Cerritos Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 176 87 0.10 * 0.05
NBT 2.0 3,400 421 445 0.18 0.17 *
NBR 0.0 0 185 130 0.00 0.00
SBL 1.0 1,700 115 77 0.07 0.05 *
SBT 2.0 3,400 547 315 0.20 * 0.13
SBR 0.0 0 123 142 0.00 0.00
EBL 1.0 1,700 69 147 0.04 0.09 *
EBT 2.0 3,400 894 894 0.26 * 0.26
EBR 1.0 D 1,700 194 93 0.00 0.00
WBL 1.0 1,700 204 104 0.12 * 0.06
WBT 2.0 3,400 680 843 0.20 0.25 *
WBR 1.0 D 1,700 77 128 0.00 0.00
N/S Critical Movements 0.30 0.22
E/W Critical Movements 0.38 0.34
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.73 0.61
Level of Service (LOS) C B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 15
NORTH/SOUTH: Denni Street/Lexington Drive
EAST/WEST: Cerritos Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 217 474 0.06 * 0.14 *
SB 3.0 5,100 446 269 0.09 * 0.05 *
EBL 1.0 1,700 81 108 0.05 0.06
EBT 2.0 3,400 790 924 0.23 * 0.27 *
EBR 1.0 U 1,700 136 70 0.00 0.00
WBL 1.0 1,700 155 90 0.09 * 0.05 *
WBT 2.0 3,400 735 833 0.22 0.25
WBR 1.0 D 1,700 137 119 0.00 0.00
N/S Critical Movements 0.15 0.19
E/W Critical Movements 0.32 0.32
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.52 0.56
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 16
NORTH/SOUTH: Moody Street
EAST/WEST: Cerritos Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 1 3 0.00 * 0.00 *
SB 3.0 5,100 656 410 0.13 * 0.08 *
EBL 1.0 1,700 84 220 0.05 * 0.13 *
EBT 2.0 3,400 874 964 0.26 0.28
EBR 1.0 D 1,700 1 1 0.00 0.00
WBL 1.0 1,700 1 1 0.00 0.00
WBT 2.0 3,400 733 839 0.22 * 0.25 *
WBR 1.0 D 1,700 168 319 0.00 0.00
N/S Critical Movements 0.13 0.08
E/W Critical Movements 0.27 0.38
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.45 0.51
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 17
NORTH/SOUTH: Walker Street
EAST/WEST: Cerritos Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 102 271 0.03 * 0.08
NBT 2.0 3,400 318 595 0.09 0.18 *
NBR 1.0 U 1,700 72 168 0.00 0.00
SBL 1.0 1,700 182 124 0.11 0.07 *
SBT 2.0 3,400 603 465 0.19 * 0.16
SBR 0.0 0 51 81 0.00 0.00
EBL 1.0 1,700 38 79 0.02 * 0.05 *
EBT 3.0 5,100 943 865 0.18 0.17
EBR 1.0 U 1,700 301 225 0.00 0.00
WBL 1.0 1,700 89 99 0.05 0.06
WBT 2.0 3,400 771 843 0.23 * 0.25 *
WBR 1.0 U 1,700 125 167 0.00 0.00
N/S Critical Movements 0.22 0.25
E/W Critical Movements 0.25 0.30
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.52 0.60
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 18
NORTH/SOUTH: Valley View Street
EAST/WEST: Cerritos Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 208 397 0.12 * 0.23 *
NBT 3.0 5,100 1,003 1,739 0.20 0.34
NBR 1.0 U 1,700 49 167 0.00 0.00
SBL 1.0 1,700 271 147 0.16 0.09
SBT 3.0 5,100 1,531 1,226 0.30 * 0.24 *
SBR 1.0 U 1,700 105 235 0.00 0.00
EBL 2.0 3,400 128 250 0.04 * 0.07 *
EBT 3.0 5,100 502 629 0.10 0.12
EBR 1.0 U 1,700 428 270 0.06 * 0.00
WBL 2.0 3,400 128 98 0.04 0.03
WBT 2.0 3,400 538 480 0.19 * 0.17 *
WBR 0.0 0 112 114 0.00 0.00
N/S Critical Movements 0.42 0.47
E/W Critical Movements 0.23 0.24
Right Turn Critical Movement 0.06 0.00
Clearance Interval 0.05 0.05
ICU 0.76 0.76
Level of Service (LOS) C C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 19
NORTH/SOUTH: Lexington Drive
EAST/WEST: Katella Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 3.0 5,100 199 386 0.04 * 0.08 *
SB 2.0 3,400 414 296 0.12 * 0.09 *
EBL 2.0 3,400 156 217 0.05 0.06 *
EBT 3.0 5,100 1,480 1,612 0.29 * 0.32
EBR 1.0 U 1,700 138 51 0.00 0.00
WBL 1.0 1,700 132 82 0.08 * 0.05
WBT 3.0 5,100 1,392 1,597 0.29 0.34 *
WBR 0.0 0 98 161 0.00 0.00
N/S Critical Movements 0.16 0.17
E/W Critical Movements 0.37 0.40
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.58 0.62
Level of Service (LOS) A B
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 20
NORTH/SOUTH: Race Track/Siboney Street
EAST/WEST: Katella Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 72 120 0.02 * 0.04 *
SB 3.0 5,100 396 235 0.08 * 0.05 *
EBL 2.0 3,400 142 298 0.04 0.09 *
EBT 3.0 5,100 1,552 1,493 0.31 * 0.30
EBR 0.0 0 42 35 0.00 0.00
WBL 1.0 1,700 37 81 0.02 * 0.05
WBT 3.0 5,100 1,423 1,681 0.28 0.33 *
WBR 1.0 U 1,700 36 171 0.00 0.00
N/S Critical Movements 0.10 0.09
E/W Critical Movements 0.33 0.42
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.48 0.56
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 21
NORTH/SOUTH: Walker Street
EAST/WEST: Katella Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 4 16 0.00 * 0.00 *
SB 4.0 6,800 746 855 0.11 * 0.13 *
EBL 2.0 3,400 326 360 0.10 * 0.11 *
EBT 3.0 5,100 1,763 1,526 0.35 0.30
EBR 0.0 0 5 2 0.00 0.00
WBL 1.0 1,700 9 1 0.01 0.00
WBT 3.0 5,100 1,307 1,959 0.26 * 0.38 *
WBR 1.0 U 1,700 318 338 0.00 0.00
N/S Critical Movements 0.11 0.13
E/W Critical Movements 0.36 0.49
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.52 0.67
Level of Service (LOS) A B
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 22
NORTH/SOUTH: Valley View Street
EAST/WEST: Katella Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 3.0 5,100 671 536 0.13 0.11
NBT 3.0 5,100 1,301 1,476 0.26 * 0.29 *
NBR 1.0 U 1,700 190 170 0.00 0.00
SBL 2.0 3,400 388 255 0.11 * 0.08 *
SBT 3.0 5,100 1,068 1,214 0.21 0.24
SBR 1.0 U 1,700 297 270 0.00 0.00
EBL 2.0 3,400 231 343 0.07 0.10 *
EBT 3.0 5,100 1,284 1,037 0.25 * 0.20
EBR 1.0 F 1,700 494 694 0.00 0.00
WBL 2.0 3,400 138 313 0.04 * 0.09
WBT 3.0 5,100 965 1,250 0.19 0.25 *
WBR 1.0 U 1,700 165 391 0.00 0.00
N/S Critical Movements 0.37 0.37
E/W Critical Movements 0.29 0.35
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.71 0.77
Level of Service (LOS) C C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 23
NORTH/SOUTH: Holder Street
EAST/WEST: Katella Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 170 342 0.10 * 0.20 *
NBT 2.0 3,400 198 273 0.08 0.12
NBR 0.0 0 71 132 0.00 0.00
SBL 1.0 1,700 91 129 0.05 0.08
SBT 2.0 3,400 258 224 0.11 * 0.09 *
SBR 0.0 0 111 97 0.00 0.00
EBL 1.0 1,700 107 100 0.06 0.06
EBT 3.0 5,100 1,388 1,253 0.27 * 0.25 *
EBR 1.0 U 1,700 224 211 0.00 0.00
WBL 1.0 1,700 98 208 0.06 * 0.12 *
WBT 3.0 5,100 1,110 1,451 0.22 0.28
WBR 1.0 U 1,700 102 152 0.00 0.00
N/S Critical Movements 0.21 0.29
E/W Critical Movements 0.33 0.37
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.59 0.71
Level of Service (LOS) A C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 24
NORTH/SOUTH: Knott Avenue
EAST/WEST: Katella Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2 3,400 235 232 0.07 * 0.07
NBT 2 3,400 467 889 0.14 0.26 *
NBR 1 D 1,700 131 124 0.00 0.00
SBL 1 1,700 219 226 0.13 0.13 *
SBT 2 3,400 771 636 0.23 * 0.19
SBR 1 U 1,700 145 101 0.00 0.00
EBL 1 1,700 76 300 0.04 0.18 *
EBT 3 5,100 1,107 1,206 0.22 * 0.24
EBR 1 P 1,700 189 301 0.00 0.00
WBL 1 1,700 211 285 0.12 * 0.17
WBT 3 5,100 1,039 1,236 0.20 0.24 *
WBR 1 P 1,700 124 206 0.00 0.00
N/S Critical Movements 0.30 0.39
E/W Critical Movements 0.34 0.42
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.69 0.86
Level of Service (LOS) B D
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 25
NORTH/SOUTH: Valley View Street
EAST/WEST: Orangewood Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1 1,700 34 10 0.02 0.01
NBT 3 5,100 1,786 1,745 0.37 * 0.36 *
NBR 0 0 91 101 0.00 0.00
SBL 2 3,400 187 353 0.05 * 0.10 *
SBT 3 5,100 1,756 1,938 0.34 0.38
SBR 1 U 1,700 37 67 0.00 0.00
EB 3 5,100 182 136 0.04 * 0.03 *
WB 3 5,100 514 369 0.10 * 0.07 *
N/S Critical Movements 0.42 0.46
E/W Critical Movements 0.14 0.10
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.61 0.61
Level of Service (LOS) B B
Notes: EB/WB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 26
NORTH/SOUTH: Knott Street
EAST/WEST: Orangewood Avenue
Year 2045 No Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1 1,700 150 182 0.09 * 0.11 *
NBT 2 3,400 707 1,030 0.21 0.30
NBR 1 U 1,700 276 189 0.00 0.00
SBL 1 1,700 43 33 0.03 0.02
SBT 2 3,400 1,053 936 0.31 * 0.28 *
SBR 1 U 1,700 44 101 0.00 0.00
EBL 1 1,700 108 104 0.06 0.06
EBT 1 1,700 108 103 0.06 * 0.06 *
EBR 1 U 1,700 339 212 0.07 * 0.00
WBL 1 1,700 190 199 0.11 * 0.12 *
WBT 1 1,700 96 184 0.06 0.11
WBR 1 U 1,700 39 97 0.00 0.00
N/S Critical Movements 0.40 0.39
E/W Critical Movements 0.17 0.18
Right Turn Critical Movement 0.07 0.00
Clearance Interval 0.05 0.05
ICU 0.69 0.62
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_NP (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 1
NORTH/SOUTH: Bloomfield Street
EAST/WEST: Lincoln Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 404 461 0.12 * 0.14 *
NBT 0.0 0 0 0 0.00 0.00
NBR 1.0 U 1,700 357 304 0.00 0.00
SBL 0.0 0 0 0 0.00 0.00
SBT 0.0 0 0 0 0.00 * 0.00 *
SBR 0.0 0 0 0 0.00 0.00
EBL 0.0 0 0 0 0.00 0.00
EBT 2.0 3,400 1,045 914 0.31 * 0.27 *
EBR 1.0 U 1,700 428 384 0.00 0.00
WBL 1.0 1,700 275 240 0.16 * 0.14 *
WBT 2.0 3,400 856 1,190 0.25 0.35
WBR 0.0 0 0 0 0.00 0.00
N/S Critical Movements 0.12 0.14
E/W Critical Movements 0.47 0.41
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.64 0.60
Level of Service (LOS) B A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 2
NORTH/SOUTH: Denni Street
EAST/WEST: Lincoln Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 184 166 0.11 * 0.10 *
NBT 1.0 1,700 9 6 0.01 0.00
NBR 1.0 U 1,700 260 127 0.00 0.00
SBL 1.0 1,700 21 61 0.01 0.04
SBT 1.0 1,700 4 21 0.00 * 0.01 *
SBR 1.0 D 1,700 14 186 0.00 0.05 *
EBL 1.0 1,700 71 43 0.04 0.03
EBT 2.0 3,400 1,165 1,006 0.39 * 0.34 *
EBR 0.0 0 153 163 0.00 0.00
WBL 1.0 1,700 290 151 0.17 * 0.09 *
WBT 2.0 3,400 955 1,128 0.28 0.33
WBR 1.0 D 1,700 34 31 0.00 0.00
N/S Critical Movements 0.11 0.11
E/W Critical Movements 0.56 0.43
Right Turn Critical Movement 0.00 0.05
Clearance Interval 0.05 0.05
ICU 0.72 0.64
Level of Service (LOS) C B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 3
NORTH/SOUTH: Moody Street
EAST/WEST: Lincoln Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 201 174 0.12 * 0.10 *
NBT 2.0 3,400 552 532 0.16 0.16
NBR 1.0 D 1,700 227 153 0.00 0.00
SBL 1.0 1,700 229 152 0.13 0.09
SBT 2.0 3,400 783 664 0.23 * 0.20 *
SBR 1.0 D 1,700 201 175 0.00 0.00
EBL 1.0 1,700 140 167 0.08 0.10 *
EBT 2.0 3,400 1,082 863 0.38 * 0.29
EBR 0.0 0 213 126 0.00 0.00
WBL 1.0 1,700 129 147 0.08 * 0.09
WBT 2.0 3,400 817 1,091 0.30 0.38 *
WBR 0.0 0 186 212 0.00 0.00
N/S Critical Movements 0.35 0.30
E/W Critical Movements 0.46 0.48
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.86 0.83
Level of Service (LOS) D D
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 4
NORTH/SOUTH: Walker Street
EAST/WEST: Lincoln Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 94 103 0.06 * 0.06
NBT 2.0 3,400 459 647 0.13 0.19 *
NBR 1.0 D 1,700 203 169 0.00 0.00
SBL 1.0 1,700 158 148 0.09 0.09 *
SBT 2.0 3,400 575 587 0.21 * 0.21
SBR 0.0 0 130 139 0.00 0.00
EBL 1.0 1,700 122 112 0.07 0.07 *
EBT 2.0 3,400 1,349 867 0.40 * 0.26
EBR 0.0 0 0 0 0.00 0.00
WBL 1.0 1,700 164 157 0.10 * 0.09
WBT 2.0 3,400 844 1,201 0.29 0.41 *
WBR 0.0 0 132 188 0.00 0.00
N/S Critical Movements 0.27 0.28
E/W Critical Movements 0.50 0.48
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.82 0.81
Level of Service (LOS) D D
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 5
NORTH/SOUTH: Valley View Street
EAST/WEST: Lincoln Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 141 310 0.04 * 0.09 *
NBT 3.0 5,100 832 1,319 0.16 0.26
NBR 1.0 U 1,700 123 180 0.00 0.00
SBL 2.0 3,400 189 296 0.06 0.09
SBT 3.0 5,100 1,334 1,135 0.30 * 0.27 *
SBR 0.0 0 183 229 0.00 0.00
EBL 2.0 3,400 282 273 0.08 0.08 *
EBT 2.0 3,400 973 688 0.29 * 0.20
EBR 1.0 D 1,700 240 195 0.00 0.00
WBL 2.0 3,400 207 263 0.06 * 0.08
WBT 2.0 3,400 758 1,001 0.22 0.29 *
WBR 1.0 U 1,700 142 203 0.00 0.00
N/S Critical Movements 0.34 0.36
E/W Critical Movements 0.35 0.37
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.74 0.78
Level of Service (LOS) C C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 6
NORTH/SOUTH: Moody Street
EAST/WEST: Orange Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 107 61 0.06 * 0.04
NBT 2.0 3,400 386 637 0.11 0.19 *
NBR 1.0 D 1,700 135 68 0.00 0.00
SBL 1.0 1,700 206 140 0.12 0.08 *
SBT 2.0 3,400 646 542 0.19 * 0.16
SBR 1.0 D 1,700 137 122 0.00 0.00
EBL 1.0 1,700 226 66 0.13 * 0.04 *
EBT 2.0 3,400 560 263 0.20 0.09
EBR 0.0 0 128 35 0.00 0.00
WBL 1.0 1,700 67 63 0.04 0.04
WBT 2.0 3,400 425 333 0.16 * 0.13 *
WBR 0.0 0 111 103 0.00 0.00
N/S Critical Movements 0.25 0.27
E/W Critical Movements 0.29 0.17
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.59 0.49
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 7
NORTH/SOUTH: Walker Street
EAST/WEST: Orange Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 154 85 0.09 * 0.05
NBT 2.0 3,400 522 727 0.20 0.26 *
NBR 0.0 0 172 149 0.00 0.00
SBL 1.0 1,700 90 91 0.05 0.05 *
SBT 2.0 3,400 705 615 0.24 * 0.20
SBR 0.0 0 119 53 0.00 0.00
EBL 1.0 1,700 114 77 0.07 0.05
EBT 2.0 3,400 575 410 0.20 * 0.15 *
EBR 0.0 0 117 104 0.00 0.00
WBL 1.0 1,700 104 154 0.06 * 0.09 *
WBT 2.0 3,400 565 453 0.17 0.13
WBR 1.0 D 1,700 89 100 0.00 0.00
N/S Critical Movements 0.33 0.31
E/W Critical Movements 0.26 0.24
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.64 0.60
Level of Service (LOS) B A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 8
NORTH/SOUTH: Valley View Street
EAST/WEST: Orange Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 124 224 0.07 * 0.13 *
NBT 3.0 5,100 947 1,633 0.19 0.32
NBR 1.0 D 1,700 144 143 0.00 0.00
SBL 1.0 1,700 103 133 0.06 0.08
SBT 3.0 5,100 1,509 1,368 0.32 * 0.30 *
SBR 0.0 0 102 152 0.00 0.00
EBL 1.0 1,700 129 130 0.08 * 0.08 *
EBT 2.0 3,400 524 373 0.15 0.11
EBR 1.0 U 1,700 298 133 0.00 0.00
WBL 1.0 1,700 140 160 0.08 0.09
WBT 2.0 3,400 425 363 0.16 * 0.15 *
WBR 0.0 0 108 134 0.00 0.00
N/S Critical Movements 0.39 0.43
E/W Critical Movements 0.24 0.23
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.68 0.71
Level of Service (LOS) B C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 9
NORTH/SOUTH: Holder Street
EAST/WEST: Orange Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 175 174 0.10 * 0.10 *
NBT 2.0 3,400 253 422 0.11 0.15
NBR 0.0 0 126 86 0.00 0.00
SBL 1.0 1,700 61 54 0.04 0.03
SBT 1.0 1,700 339 297 0.20 * 0.17 *
SBR 1.0 F 1,700 99 120 0.00 0.00
EBL 1.0 1,700 78 101 0.05 0.06
EBT 2.0 3,400 406 369 0.18 * 0.15 *
EBR 0.0 0 212 150 0.00 0.00
WBL 1.0 1,700 180 108 0.11 * 0.06 *
WBT 2.0 3,400 457 361 0.17 0.12
WBR 0.0 0 108 62 0.00 0.00
N/S Critical Movements 0.30 0.27
E/W Critical Movements 0.29 0.21
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.64 0.53
Level of Service (LOS) B A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 10
NORTH/SOUTH: Bloomfield Street
EAST/WEST: Ball Road
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 105 131 0.06 * 0.08
NBT 2.0 3,400 704 694 0.24 0.23 *
NBR 0.0 0 98 90 0.00 0.00
SBL 1.0 1,700 138 198 0.08 0.12 *
SBT 2.0 3,400 605 756 0.26 * 0.26
SBR 0.0 0 272 123 0.00 0.00
EBL 1.0 1,700 187 161 0.11 * 0.09 *
EBT 2.0 3,400 304 417 0.09 0.12
EBR 1.0 D 1,700 76 113 0.00 0.00
WBL 1.0 1,700 73 68 0.04 0.04
WBT 2.0 3,400 341 296 0.10 * 0.09 *
WBR 1.0 D 1,700 143 133 0.00 0.00
N/S Critical Movements 0.32 0.35
E/W Critical Movements 0.21 0.18
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.58 0.58
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 11
NORTH/SOUTH: Moody Street
EAST/WEST: Ball Road
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 92 84 0.05 * 0.05
NBT 2.0 3,400 265 387 0.08 0.11 *
NBR 1.0 D 1,700 71 64 0.00 0.00
SBL 1.0 1,700 182 109 0.11 0.06 *
SBT 2.0 3,400 517 329 0.15 * 0.10
SBR 1.0 D 1,700 168 122 0.00 0.00
EBL 1.0 1,700 83 160 0.05 0.09 *
EBT 2.0 3,400 993 716 0.29 * 0.21
EBR 1.0 D 1,700 107 72 0.00 0.00
WBL 1.0 1,700 77 77 0.05 * 0.05
WBT 2.0 3,400 855 784 0.25 0.23 *
WBR 1.0 D 1,700 174 123 0.00 0.00
N/S Critical Movements 0.20 0.17
E/W Critical Movements 0.34 0.32
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.59 0.54
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 12
NORTH/SOUTH: Walker Street
EAST/WEST: Ball Road
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 107 89 0.06 * 0.05
NBT 2.0 3,400 424 696 0.16 0.23 *
NBR 0.0 0 103 88 0.00 0.00
SBL 1.0 1,700 203 149 0.12 0.09 *
SBT 2.0 3,400 709 570 0.23 * 0.19
SBR 0.0 0 67 86 0.00 0.00
EBL 1.0 1,700 80 98 0.05 0.06 *
EBT 2.0 3,400 872 674 0.26 * 0.20
EBR 1.0 D 1,700 176 80 0.00 0.00
WBL 1.0 1,700 109 106 0.06 * 0.06
WBT 2.0 3,400 809 790 0.24 0.23 *
WBR 1.0 D 1,700 158 194 0.00 0.00
N/S Critical Movements 0.29 0.32
E/W Critical Movements 0.32 0.29
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.66 0.66
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 13
NORTH/SOUTH: Valley View Street
EAST/WEST: Ball Road
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 215 298 0.06 * 0.09
NBT 3.0 5,100 939 1,602 0.18 0.31 *
NBR 1.0 U 1,700 88 170 0.00 0.00
SBL 2.0 3,400 154 180 0.05 0.05 *
SBT 3.0 5,100 1,473 1,193 0.29 * 0.23
SBR 1.0 D 1,700 133 233 0.00 0.00
EBL 2.0 3,400 207 212 0.06 * 0.06 *
EBT 2.0 3,400 751 642 0.22 0.19
EBR 1.0 U 1,700 215 186 0.00 0.00
WBL 2.0 3,400 277 172 0.08 0.05
WBT 2.0 3,400 712 559 0.24 * 0.21 *
WBR 0.0 0 92 147 0.00 0.00
N/S Critical Movements 0.35 0.36
E/W Critical Movements 0.30 0.27
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.70 0.68
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 14
NORTH/SOUTH: Bloomfield Street
EAST/WEST: Cerritos Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 189 89 0.11 * 0.05
NBT 2.0 3,400 427 445 0.18 0.17 *
NBR 0.0 0 190 130 0.00 0.00
SBL 1.0 1,700 118 77 0.07 0.05 *
SBT 2.0 3,400 561 311 0.20 * 0.13
SBR 0.0 0 133 146 0.00 0.00
EBL 1.0 1,700 68 147 0.04 0.09 *
EBT 2.0 3,400 883 894 0.26 * 0.26
EBR 1.0 D 1,700 192 93 0.00 0.00
WBL 1.0 1,700 204 99 0.12 * 0.06
WBT 2.0 3,400 652 835 0.19 0.25 *
WBR 1.0 D 1,700 76 131 0.00 0.00
N/S Critical Movements 0.31 0.22
E/W Critical Movements 0.38 0.34
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.74 0.61
Level of Service (LOS) C B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 15
NORTH/SOUTH: Denni Street/Lexington Drive
EAST/WEST: Cerritos Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 253 452 0.07 * 0.13 *
SB 3.0 5,100 436 284 0.09 * 0.06 *
EBL 1.0 1,700 85 108 0.05 0.06
EBT 2.0 3,400 793 924 0.23 * 0.27 *
EBR 1.0 U 1,700 133 78 0.00 0.00
WBL 1.0 1,700 144 103 0.08 * 0.06 *
WBT 2.0 3,400 735 833 0.22 0.25
WBR 1.0 D 1,700 137 119 0.00 0.00
N/S Critical Movements 0.16 0.19
E/W Critical Movements 0.31 0.33
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.52 0.57
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 16
NORTH/SOUTH: Moody Street
EAST/WEST: Cerritos Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 1 3 0.00 * 0.00 *
SB 3.0 5,100 637 410 0.12 * 0.08 *
EBL 1.0 1,700 83 205 0.05 * 0.12 *
EBT 2.0 3,400 887 964 0.26 0.28
EBR 1.0 D 1,700 1 1 0.00 0.00
WBL 1.0 1,700 1 1 0.00 0.00
WBT 2.0 3,400 733 853 0.22 * 0.25 *
WBR 1.0 D 1,700 168 319 0.00 0.00
N/S Critical Movements 0.12 0.08
E/W Critical Movements 0.27 0.37
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.44 0.50
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 17
NORTH/SOUTH: Walker Street
EAST/WEST: Cerritos Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 107 271 0.03 0.08 *
NBT 2.0 3,400 369 595 0.11 * 0.18
NBR 1.0 U 1,700 70 168 0.00 0.00
SBL 1.0 1,700 198 125 0.12 * 0.07
SBT 2.0 3,400 575 499 0.19 0.17 *
SBR 0.0 0 59 84 0.00 0.00
EBL 1.0 1,700 46 85 0.03 * 0.05 *
EBT 3.0 5,100 965 865 0.19 0.17
EBR 1.0 U 1,700 301 225 0.00 0.00
WBL 1.0 1,700 89 98 0.05 0.06
WBT 2.0 3,400 771 848 0.23 * 0.25 *
WBR 1.0 U 1,700 139 172 0.00 0.00
N/S Critical Movements 0.23 0.25
E/W Critical Movements 0.26 0.30
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.54 0.60
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 18
NORTH/SOUTH: Valley View Street
EAST/WEST: Cerritos Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 216 402 0.13 * 0.24 *
NBT 3.0 5,100 1,003 1,748 0.20 0.34
NBR 1.0 U 1,700 51 171 0.00 0.00
SBL 1.0 1,700 277 147 0.16 0.09
SBT 3.0 5,100 1,521 1,226 0.30 * 0.24 *
SBR 1.0 U 1,700 106 235 0.00 0.00
EBL 2.0 3,400 131 250 0.04 * 0.07 *
EBT 3.0 5,100 532 629 0.10 0.12
EBR 1.0 U 1,700 440 276 0.06 * 0.00
WBL 2.0 3,400 124 99 0.04 0.03
WBT 2.0 3,400 538 487 0.19 * 0.18 *
WBR 0.0 0 112 114 0.00 0.00
N/S Critical Movements 0.43 0.48
E/W Critical Movements 0.23 0.25
Right Turn Critical Movement 0.06 0.00
Clearance Interval 0.05 0.05
ICU 0.77 0.78
Level of Service (LOS) C C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 19
NORTH/SOUTH: Lexington Drive
EAST/WEST: Katella Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 3.0 5,100 201 383 0.04 * 0.08 *
SB 2.0 3,400 398 331 0.12 * 0.10 *
EBL 2.0 3,400 170 209 0.05 * 0.06 *
EBT 3.0 5,100 1,429 1,650 0.28 0.32
EBR 1.0 U 1,700 142 52 0.00 0.00
WBL 1.0 1,700 132 82 0.08 0.05
WBT 3.0 5,100 1,441 1,567 0.31 * 0.34 *
WBR 0.0 0 116 150 0.00 0.00
N/S Critical Movements 0.16 0.18
E/W Critical Movements 0.36 0.40
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.57 0.63
Level of Service (LOS) A B
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 20
NORTH/SOUTH: Race Track/Siboney Street
EAST/WEST: Katella Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 71 124 0.02 * 0.04 *
SB 3.0 5,100 591 290 0.12 * 0.06 *
EBL 2.0 3,400 163 379 0.05 * 0.11 *
EBT 3.0 5,100 1,455 1,563 0.29 0.31
EBR 0.0 0 38 35 0.00 0.00
WBL 1.0 1,700 37 83 0.02 0.05
WBT 3.0 5,100 1,368 1,618 0.27 * 0.32 *
WBR 1.0 U 1,700 38 257 0.00 0.00
N/S Critical Movements 0.14 0.10
E/W Critical Movements 0.32 0.43
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.51 0.58
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 21
NORTH/SOUTH: Walker Street
EAST/WEST: Katella Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 4 16 0.00 * 0.00 *
SB 4.0 6,800 763 898 0.11 * 0.13 *
EBL 2.0 3,400 372 352 0.11 0.10 *
EBT 3.0 5,100 1,876 1,521 0.37 * 0.30
EBR 0.0 0 5 2 0.00 0.00
WBL 1.0 1,700 9 1 0.01 * 0.00
WBT 3.0 5,100 1,267 2,041 0.25 0.40 *
WBR 1.0 U 1,700 313 338 0.00 0.00
N/S Critical Movements 0.11 0.13
E/W Critical Movements 0.38 0.50
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.54 0.68
Level of Service (LOS) A B
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 22
NORTH/SOUTH: Valley View Street
EAST/WEST: Katella Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 3.0 5,100 671 536 0.13 0.11
NBT 3.0 5,100 1,301 1,476 0.26 * 0.29 *
NBR 1.0 U 1,700 179 176 0.00 0.00
SBL 2.0 3,400 385 256 0.11 * 0.08 *
SBT 3.0 5,100 1,062 1,214 0.21 0.24
SBR 1.0 U 1,700 311 277 0.00 0.00
EBL 2.0 3,400 246 350 0.07 0.10 *
EBT 3.0 5,100 1,295 1,033 0.25 * 0.20
EBR 1.0 F 1,700 494 694 0.00 0.00
WBL 2.0 3,400 138 309 0.04 * 0.09
WBT 3.0 5,100 957 1,261 0.19 0.25 *
WBR 1.0 U 1,700 165 396 0.00 0.00
N/S Critical Movements 0.37 0.37
E/W Critical Movements 0.29 0.35
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.71 0.77
Level of Service (LOS) C C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 23
NORTH/SOUTH: Holder Street
EAST/WEST: Katella Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 163 348 0.10 * 0.20 *
NBT 2.0 3,400 192 287 0.08 0.12
NBR 0.0 0 73 137 0.00 0.00
SBL 1.0 1,700 91 129 0.05 0.08
SBT 2.0 3,400 281 220 0.12 * 0.09 *
SBR 0.0 0 119 97 0.00 0.00
EBL 1.0 1,700 101 100 0.06 0.06
EBT 3.0 5,100 1,406 1,249 0.28 * 0.24 *
EBR 1.0 U 1,700 212 206 0.00 0.00
WBL 1.0 1,700 98 211 0.06 * 0.12 *
WBT 3.0 5,100 1,093 1,457 0.21 0.29
WBR 1.0 U 1,700 102 152 0.00 0.00
N/S Critical Movements 0.22 0.29
E/W Critical Movements 0.34 0.36
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.61 0.70
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 24
NORTH/SOUTH: Knott Avenue
EAST/WEST: Katella Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2 3,400 235 232 0.07 * 0.07
NBT 2 3,400 467 889 0.14 0.26 *
NBR 1 D 1,700 131 123 0.00 0.00
SBL 1 1,700 221 227 0.13 0.13 *
SBT 2 3,400 775 636 0.23 * 0.19
SBR 1 U 1,700 143 101 0.00 0.00
EBL 1 1,700 76 304 0.04 0.18 *
EBT 3 5,100 1,130 1,199 0.22 * 0.24
EBR 1 P 1,700 189 301 0.00 0.00
WBL 1 1,700 212 287 0.12 * 0.17
WBT 3 5,100 1,025 1,244 0.20 0.24 *
WBR 1 P 1,700 123 212 0.00 0.00
N/S Critical Movements 0.30 0.39
E/W Critical Movements 0.34 0.42
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.69 0.86
Level of Service (LOS) B D
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 25
NORTH/SOUTH: Valley View Street
EAST/WEST: Orangewood Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1 1,700 34 10 0.02 0.01
NBT 3 5,100 1,786 1,769 0.37 * 0.37 *
NBR 0 0 94 100 0.00 0.00
SBL 2 3,400 187 353 0.05 * 0.10 *
SBT 3 5,100 1,795 1,938 0.35 0.38
SBR 1 U 1,700 37 67 0.00 0.00
EB 3 5,100 179 136 0.04 * 0.03 *
WB 3 5,100 505 373 0.10 * 0.07 *
N/S Critical Movements 0.42 0.47
E/W Critical Movements 0.14 0.10
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.61 0.62
Level of Service (LOS) B B
Notes: EB/WB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 26
NORTH/SOUTH: Knott Street
EAST/WEST: Orangewood Avenue
Year 2045 Plus Proposed Project
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1 1,700 144 201 0.08 * 0.12 *
NBT 2 3,400 707 1,037 0.21 0.31
NBR 1 U 1,700 281 194 0.00 0.00
SBL 1 1,700 43 33 0.03 0.02
SBT 2 3,400 1,063 936 0.31 * 0.28 *
SBR 1 U 1,700 44 101 0.00 0.00
EBL 1 1,700 108 104 0.06 0.06
EBT 1 1,700 110 103 0.06 * 0.06 *
EBR 1 U 1,700 332 226 0.07 * 0.00
WBL 1 1,700 193 202 0.11 * 0.12 *
WBT 1 1,700 95 189 0.06 0.11
WBR 1 U 1,700 39 97 0.00 0.00
N/S Critical Movements 0.39 0.40
E/W Critical Movements 0.17 0.18
Right Turn Critical Movement 0.07 0.00
Clearance Interval 0.05 0.05
ICU 0.68 0.63
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt1 (4/20/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 1
NORTH/SOUTH: Bloomfield Street
EAST/WEST: Lincoln Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 404 463 0.12 * 0.14 *
NBT 0.0 0 0 0 0.00 0.00
NBR 1.0 U 1,700 357 314 0.00 0.00
SBL 0.0 0 0 0 0.00 0.00
SBT 0.0 0 0 0 0.00 * 0.00 *
SBR 0.0 0 0 0 0.00 0.00
EBL 0.0 0 0 0 0.00 0.00
EBT 2.0 3,400 1,045 925 0.31 * 0.27 *
EBR 1.0 U 1,700 429 384 0.00 0.00
WBL 1.0 1,700 280 243 0.16 * 0.14 *
WBT 2.0 3,400 875 1,185 0.26 0.35
WBR 0.0 0 0 0 0.00 0.00
N/S Critical Movements 0.12 0.14
E/W Critical Movements 0.47 0.41
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.64 0.60
Level of Service (LOS) B A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 2
NORTH/SOUTH: Denni Street
EAST/WEST: Lincoln Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 200 166 0.12 * 0.10 *
NBT 1.0 1,700 9 6 0.01 0.00
NBR 1.0 U 1,700 260 127 0.00 0.00
SBL 1.0 1,700 20 61 0.01 0.04
SBT 1.0 1,700 4 21 0.00 * 0.01 *
SBR 1.0 D 1,700 13 187 0.00 0.06 *
EBL 1.0 1,700 72 43 0.04 0.03
EBT 2.0 3,400 1,144 1,018 0.39 * 0.35 *
EBR 0.0 0 171 171 0.00 0.00
WBL 1.0 1,700 280 153 0.16 * 0.09 *
WBT 2.0 3,400 962 1,117 0.28 0.33
WBR 1.0 D 1,700 34 30 0.00 0.00
N/S Critical Movements 0.12 0.11
E/W Critical Movements 0.55 0.44
Right Turn Critical Movement 0.00 0.06
Clearance Interval 0.05 0.05
ICU 0.72 0.66
Level of Service (LOS) C B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 3
NORTH/SOUTH: Moody Street
EAST/WEST: Lincoln Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 198 170 0.12 * 0.10 *
NBT 2.0 3,400 552 552 0.16 0.16
NBR 1.0 D 1,700 230 157 0.00 0.00
SBL 1.0 1,700 240 157 0.14 0.09
SBT 2.0 3,400 804 664 0.24 * 0.20 *
SBR 1.0 D 1,700 201 175 0.00 0.00
EBL 1.0 1,700 140 167 0.08 0.10 *
EBT 2.0 3,400 1,080 877 0.38 * 0.29
EBR 0.0 0 208 122 0.00 0.00
WBL 1.0 1,700 132 148 0.08 * 0.09
WBT 2.0 3,400 834 1,094 0.30 0.39 *
WBR 0.0 0 188 227 0.00 0.00
N/S Critical Movements 0.36 0.30
E/W Critical Movements 0.46 0.49
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.87 0.84
Level of Service (LOS) D D
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 4
NORTH/SOUTH: Walker Street
EAST/WEST: Lincoln Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 94 110 0.06 * 0.06
NBT 2.0 3,400 459 647 0.13 0.19 *
NBR 1.0 D 1,700 195 167 0.00 0.00
SBL 1.0 1,700 157 150 0.09 0.09 *
SBT 2.0 3,400 581 587 0.21 * 0.21
SBR 0.0 0 136 144 0.00 0.00
EBL 1.0 1,700 127 114 0.07 0.07 *
EBT 2.0 3,400 1,353 881 0.40 * 0.26
EBR 0.0 0 0 0 0.00 0.00
WBL 1.0 1,700 161 152 0.09 * 0.09
WBT 2.0 3,400 862 1,210 0.29 0.41 *
WBR 0.0 0 134 178 0.00 0.00
N/S Critical Movements 0.27 0.28
E/W Critical Movements 0.49 0.48
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.81 0.81
Level of Service (LOS) D D
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 5
NORTH/SOUTH: Valley View Street
EAST/WEST: Lincoln Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 140 319 0.04 * 0.09 *
NBT 3.0 5,100 832 1,319 0.16 0.26
NBR 1.0 U 1,700 125 180 0.00 0.00
SBL 2.0 3,400 192 295 0.06 0.09
SBT 3.0 5,100 1,350 1,135 0.30 * 0.27 *
SBR 0.0 0 181 234 0.00 0.00
EBL 2.0 3,400 280 276 0.08 0.08 *
EBT 2.0 3,400 989 692 0.29 * 0.20
EBR 1.0 D 1,700 243 197 0.00 0.00
WBL 2.0 3,400 213 260 0.06 * 0.08
WBT 2.0 3,400 761 1,012 0.22 0.30 *
WBR 1.0 U 1,700 143 200 0.00 0.00
N/S Critical Movements 0.34 0.36
E/W Critical Movements 0.35 0.38
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.74 0.79
Level of Service (LOS) C C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 6
NORTH/SOUTH: Moody Street
EAST/WEST: Orange Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 107 68 0.06 * 0.04
NBT 2.0 3,400 386 664 0.11 0.20 *
NBR 1.0 D 1,700 135 68 0.00 0.00
SBL 1.0 1,700 200 140 0.12 0.08 *
SBT 2.0 3,400 671 542 0.20 * 0.16
SBR 1.0 D 1,700 135 113 0.00 0.00
EBL 1.0 1,700 212 66 0.12 * 0.04 *
EBT 2.0 3,400 565 263 0.21 0.09
EBR 0.0 0 138 35 0.00 0.00
WBL 1.0 1,700 67 63 0.04 0.04
WBT 2.0 3,400 425 337 0.16 * 0.13 *
WBR 0.0 0 105 107 0.00 0.00
N/S Critical Movements 0.26 0.28
E/W Critical Movements 0.28 0.17
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.59 0.50
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 7
NORTH/SOUTH: Walker Street
EAST/WEST: Orange Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 154 86 0.09 * 0.05
NBT 2.0 3,400 505 731 0.20 0.26 *
NBR 0.0 0 162 150 0.00 0.00
SBL 1.0 1,700 89 91 0.05 0.05 *
SBT 2.0 3,400 708 606 0.24 * 0.19
SBR 0.0 0 119 53 0.00 0.00
EBL 1.0 1,700 118 77 0.07 0.05
EBT 2.0 3,400 578 410 0.21 * 0.15 *
EBR 0.0 0 119 104 0.00 0.00
WBL 1.0 1,700 105 150 0.06 * 0.09 *
WBT 2.0 3,400 565 453 0.17 0.13
WBR 1.0 D 1,700 90 99 0.00 0.00
N/S Critical Movements 0.33 0.31
E/W Critical Movements 0.27 0.24
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.65 0.60
Level of Service (LOS) B A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 8
NORTH/SOUTH: Valley View Street
EAST/WEST: Orange Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 124 222 0.07 * 0.13 *
NBT 3.0 5,100 947 1,647 0.19 0.32
NBR 1.0 D 1,700 143 143 0.00 0.00
SBL 1.0 1,700 103 133 0.06 0.08
SBT 3.0 5,100 1,536 1,368 0.32 * 0.30 *
SBR 0.0 0 102 151 0.00 0.00
EBL 1.0 1,700 129 130 0.08 * 0.08 *
EBT 2.0 3,400 519 373 0.15 0.11
EBR 1.0 U 1,700 298 133 0.00 0.00
WBL 1.0 1,700 140 158 0.08 0.09
WBT 2.0 3,400 425 361 0.16 * 0.15 *
WBR 0.0 0 108 135 0.00 0.00
N/S Critical Movements 0.39 0.43
E/W Critical Movements 0.24 0.23
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.68 0.71
Level of Service (LOS) B C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 9
NORTH/SOUTH: Holder Street
EAST/WEST: Orange Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 173 172 0.10 * 0.10 *
NBT 2.0 3,400 253 426 0.11 0.15
NBR 0.0 0 128 86 0.00 0.00
SBL 1.0 1,700 61 54 0.04 0.03
SBT 1.0 1,700 338 298 0.20 * 0.18 *
SBR 1.0 F 1,700 99 120 0.00 0.00
EBL 1.0 1,700 78 101 0.05 0.06
EBT 2.0 3,400 410 369 0.18 * 0.15 *
EBR 0.0 0 202 149 0.00 0.00
WBL 1.0 1,700 179 107 0.11 * 0.06 *
WBT 2.0 3,400 457 361 0.17 0.12
WBR 0.0 0 108 62 0.00 0.00
N/S Critical Movements 0.30 0.28
E/W Critical Movements 0.29 0.21
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.64 0.54
Level of Service (LOS) B A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 10
NORTH/SOUTH: Bloomfield Street
EAST/WEST: Ball Road
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 103 132 0.06 * 0.08 *
NBT 2.0 3,400 683 663 0.23 0.22
NBR 0.0 0 93 90 0.00 0.00
SBL 1.0 1,700 139 200 0.08 0.12
SBT 2.0 3,400 612 749 0.26 * 0.26 *
SBR 0.0 0 259 126 0.00 0.00
EBL 1.0 1,700 191 161 0.11 * 0.09 *
EBT 2.0 3,400 304 417 0.09 0.12
EBR 1.0 D 1,700 76 113 0.00 0.00
WBL 1.0 1,700 72 68 0.04 0.04
WBT 2.0 3,400 341 297 0.10 * 0.09 *
WBR 1.0 D 1,700 143 133 0.00 0.00
N/S Critical Movements 0.32 0.34
E/W Critical Movements 0.21 0.18
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.58 0.57
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 11
NORTH/SOUTH: Moody Street
EAST/WEST: Ball Road
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 96 89 0.06 * 0.05
NBT 2.0 3,400 252 428 0.07 0.13 *
NBR 1.0 D 1,700 81 64 0.00 0.00
SBL 1.0 1,700 190 109 0.11 0.06 *
SBT 2.0 3,400 554 339 0.16 * 0.10
SBR 1.0 D 1,700 161 120 0.00 0.00
EBL 1.0 1,700 79 160 0.05 0.09 *
EBT 2.0 3,400 996 716 0.29 * 0.21
EBR 1.0 D 1,700 110 72 0.00 0.00
WBL 1.0 1,700 77 81 0.05 * 0.05
WBT 2.0 3,400 855 781 0.25 0.23 *
WBR 1.0 D 1,700 174 128 0.00 0.00
N/S Critical Movements 0.22 0.19
E/W Critical Movements 0.34 0.32
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.61 0.56
Level of Service (LOS) B A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 12
NORTH/SOUTH: Walker Street
EAST/WEST: Ball Road
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 107 89 0.06 * 0.05
NBT 2.0 3,400 392 710 0.14 0.23 *
NBR 0.0 0 94 88 0.00 0.00
SBL 1.0 1,700 197 149 0.12 0.09 *
SBT 2.0 3,400 730 555 0.23 * 0.19
SBR 0.0 0 67 86 0.00 0.00
EBL 1.0 1,700 82 94 0.05 0.06 *
EBT 2.0 3,400 884 674 0.26 * 0.20
EBR 1.0 D 1,700 176 80 0.00 0.00
WBL 1.0 1,700 109 105 0.06 * 0.06
WBT 2.0 3,400 809 798 0.24 0.23 *
WBR 1.0 D 1,700 155 188 0.00 0.00
N/S Critical Movements 0.29 0.32
E/W Critical Movements 0.32 0.29
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.66 0.66
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 13
NORTH/SOUTH: Valley View Street
EAST/WEST: Ball Road
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 215 298 0.06 * 0.09
NBT 3.0 5,100 939 1,608 0.18 0.32 *
NBR 1.0 U 1,700 89 170 0.00 0.00
SBL 2.0 3,400 159 180 0.05 0.05 *
SBT 3.0 5,100 1,494 1,193 0.29 * 0.23
SBR 1.0 D 1,700 135 229 0.00 0.00
EBL 2.0 3,400 204 212 0.06 * 0.06 *
EBT 2.0 3,400 754 642 0.22 0.19
EBR 1.0 U 1,700 213 186 0.00 0.00
WBL 2.0 3,400 277 176 0.08 0.05
WBT 2.0 3,400 712 563 0.24 * 0.21 *
WBR 0.0 0 92 149 0.00 0.00
N/S Critical Movements 0.35 0.37
E/W Critical Movements 0.30 0.27
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.70 0.69
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 14
NORTH/SOUTH: Bloomfield Street
EAST/WEST: Cerritos Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 179 88 0.11 * 0.05
NBT 2.0 3,400 407 445 0.17 0.17 *
NBR 0.0 0 186 130 0.00 0.00
SBL 1.0 1,700 118 75 0.07 0.04 *
SBT 2.0 3,400 572 308 0.21 * 0.13
SBR 0.0 0 128 143 0.00 0.00
EBL 1.0 1,700 65 147 0.04 0.09 *
EBT 2.0 3,400 879 894 0.26 * 0.26
EBR 1.0 D 1,700 195 93 0.00 0.00
WBL 1.0 1,700 204 100 0.12 * 0.06
WBT 2.0 3,400 680 835 0.20 0.25 *
WBR 1.0 D 1,700 74 134 0.00 0.00
N/S Critical Movements 0.32 0.21
E/W Critical Movements 0.38 0.34
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.75 0.60
Level of Service (LOS) C A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 15
NORTH/SOUTH: Denni Street/Lexington Drive
EAST/WEST: Cerritos Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 232 488 0.07 * 0.14 *
SB 3.0 5,100 451 279 0.09 * 0.05 *
EBL 1.0 1,700 82 108 0.05 0.06
EBT 2.0 3,400 784 924 0.23 * 0.27 *
EBR 1.0 U 1,700 138 75 0.00 0.00
WBL 1.0 1,700 157 101 0.09 * 0.06 *
WBT 2.0 3,400 735 829 0.22 0.24
WBR 1.0 D 1,700 137 119 0.00 0.00
N/S Critical Movements 0.16 0.19
E/W Critical Movements 0.32 0.33
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.53 0.57
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 16
NORTH/SOUTH: Moody Street
EAST/WEST: Cerritos Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 1 3 0.00 * 0.00 *
SB 3.0 5,100 682 420 0.13 * 0.08 *
EBL 1.0 1,700 98 229 0.06 * 0.13 *
EBT 2.0 3,400 858 964 0.25 0.28
EBR 1.0 D 1,700 1 1 0.00 0.00
WBL 1.0 1,700 1 1 0.00 0.00
WBT 2.0 3,400 733 837 0.22 * 0.25 *
WBR 1.0 D 1,700 168 329 0.00 0.00
N/S Critical Movements 0.13 0.08
E/W Critical Movements 0.28 0.38
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.46 0.51
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 17
NORTH/SOUTH: Walker Street
EAST/WEST: Cerritos Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2.0 3,400 103 271 0.03 * 0.08 *
NBT 2.0 3,400 333 579 0.10 0.17
NBR 1.0 U 1,700 74 168 0.00 0.00
SBL 1.0 1,700 199 125 0.12 0.07
SBT 2.0 3,400 617 480 0.20 * 0.17 *
SBR 0.0 0 55 84 0.00 0.00
EBL 1.0 1,700 39 84 0.02 * 0.05 *
EBT 3.0 5,100 950 865 0.19 0.17
EBR 1.0 U 1,700 301 225 0.00 0.00
WBL 1.0 1,700 89 94 0.05 0.06
WBT 2.0 3,400 771 847 0.23 * 0.25 *
WBR 1.0 U 1,700 131 172 0.00 0.00
N/S Critical Movements 0.23 0.25
E/W Critical Movements 0.25 0.30
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.53 0.60
Level of Service (LOS) A A
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 18
NORTH/SOUTH: Valley View Street
EAST/WEST: Cerritos Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 215 403 0.13 * 0.24 *
NBT 3.0 5,100 1,003 1,756 0.20 0.34
NBR 1.0 U 1,700 50 166 0.00 0.00
SBL 1.0 1,700 272 147 0.16 0.09
SBT 3.0 5,100 1,544 1,226 0.30 * 0.24 *
SBR 1.0 U 1,700 107 235 0.00 0.00
EBL 2.0 3,400 130 250 0.04 * 0.07 *
EBT 3.0 5,100 516 629 0.10 0.12
EBR 1.0 U 1,700 442 274 0.06 * 0.00
WBL 2.0 3,400 126 98 0.04 0.03
WBT 2.0 3,400 538 479 0.19 * 0.17 *
WBR 0.0 0 112 114 0.00 0.00
N/S Critical Movements 0.43 0.48
E/W Critical Movements 0.23 0.24
Right Turn Critical Movement 0.06 0.00
Clearance Interval 0.05 0.05
ICU 0.77 0.77
Level of Service (LOS) C C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 19
NORTH/SOUTH: Lexington Drive
EAST/WEST: Katella Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 3.0 5,100 199 387 0.04 * 0.08 *
SB 2.0 3,400 428 323 0.13 * 0.10 *
EBL 2.0 3,400 162 226 0.05 0.07 *
EBT 3.0 5,100 1,470 1,628 0.29 * 0.32
EBR 1.0 U 1,700 136 52 0.00 0.00
WBL 1.0 1,700 132 82 0.08 * 0.05
WBT 3.0 5,100 1,407 1,582 0.30 0.34 *
WBR 0.0 0 106 164 0.00 0.00
N/S Critical Movements 0.17 0.18
E/W Critical Movements 0.37 0.41
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.59 0.64
Level of Service (LOS) A B
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 20
NORTH/SOUTH: Race Track/Siboney Street
EAST/WEST: Katella Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 71 121 0.02 * 0.04 *
SB 3.0 5,100 460 253 0.09 * 0.05 *
EBL 2.0 3,400 149 327 0.04 0.10 *
EBT 3.0 5,100 1,534 1,563 0.31 * 0.31
EBR 0.0 0 40 35 0.00 0.00
WBL 1.0 1,700 37 82 0.02 * 0.05
WBT 3.0 5,100 1,406 1,664 0.28 0.33 *
WBR 1.0 U 1,700 37 197 0.00 0.00
N/S Critical Movements 0.11 0.09
E/W Critical Movements 0.33 0.43
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.49 0.57
Level of Service (LOS) A A
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 21
NORTH/SOUTH: Walker Street
EAST/WEST: Katella Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NB 2.0 3,400 4 16 0.00 * 0.00 *
SB 4.0 6,800 744 860 0.11 * 0.13 *
EBL 2.0 3,400 343 362 0.10 0.11 *
EBT 3.0 5,100 1,812 1,527 0.36 * 0.30
EBR 0.0 0 5 2 0.00 0.00
WBL 1.0 1,700 9 1 0.01 * 0.00
WBT 3.0 5,100 1,288 1,994 0.25 0.39 *
WBR 1.0 U 1,700 303 338 0.00 0.00
N/S Critical Movements 0.11 0.13
E/W Critical Movements 0.37 0.50
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.53 0.68
Level of Service (LOS) A B
Notes: NB/SB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 22
NORTH/SOUTH: Valley View Street
EAST/WEST: Katella Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 3.0 5,100 671 536 0.13 0.11
NBT 3.0 5,100 1,301 1,476 0.26 * 0.29 *
NBR 1.0 U 1,700 186 168 0.00 0.00
SBL 2.0 3,400 391 254 0.12 * 0.07 *
SBT 3.0 5,100 1,082 1,214 0.21 0.24
SBR 1.0 U 1,700 305 275 0.00 0.00
EBL 2.0 3,400 238 351 0.07 0.10 *
EBT 3.0 5,100 1,296 1,037 0.25 * 0.20
EBR 1.0 F 1,700 494 694 0.00 0.00
WBL 2.0 3,400 138 311 0.04 * 0.09
WBT 3.0 5,100 955 1,266 0.19 0.25 *
WBR 1.0 U 1,700 164 397 0.00 0.00
N/S Critical Movements 0.38 0.36
E/W Critical Movements 0.29 0.35
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.72 0.76
Level of Service (LOS) C C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 23
NORTH/SOUTH: Holder Street
EAST/WEST: Katella Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1.0 1,700 168 356 0.10 * 0.21 *
NBT 2.0 3,400 196 280 0.08 0.12
NBR 0.0 0 74 136 0.00 0.00
SBL 1.0 1,700 91 129 0.05 0.08
SBT 2.0 3,400 268 219 0.11 * 0.09 *
SBR 0.0 0 116 97 0.00 0.00
EBL 1.0 1,700 104 100 0.06 0.06
EBT 3.0 5,100 1,414 1,251 0.28 * 0.25 *
EBR 1.0 U 1,700 215 208 0.00 0.00
WBL 1.0 1,700 96 204 0.06 * 0.12 *
WBT 3.0 5,100 1,093 1,458 0.21 0.29
WBR 1.0 U 1,700 102 152 0.00 0.00
N/S Critical Movements 0.21 0.30
E/W Critical Movements 0.34 0.37
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.60 0.72
Level of Service (LOS) A C
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 24
NORTH/SOUTH: Knott Avenue
EAST/WEST: Katella Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 2 3,400 235 232 0.07 * 0.07
NBT 2 3,400 467 889 0.14 0.26 *
NBR 1 D 1,700 125 124 0.00 0.00
SBL 1 1,700 219 229 0.13 0.13 *
SBT 2 3,400 778 636 0.23 * 0.19
SBR 1 U 1,700 144 101 0.00 0.00
EBL 1 1,700 78 302 0.05 0.18 *
EBT 3 5,100 1,131 1,202 0.22 * 0.24
EBR 1 P 1,700 189 301 0.00 0.00
WBL 1 1,700 211 287 0.12 * 0.17
WBT 3 5,100 1,025 1,236 0.20 0.24 *
WBR 1 P 1,700 124 210 0.00 0.00
N/S Critical Movements 0.30 0.39
E/W Critical Movements 0.34 0.42
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.69 0.86
Level of Service (LOS) B D
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 25
NORTH/SOUTH: Valley View Street
EAST/WEST: Orangewood Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1 1,700 34 10 0.02 0.01
NBT 3 5,100 1,786 1,762 0.37 * 0.37 *
NBR 0 0 88 103 0.00 0.00
SBL 2 3,400 187 353 0.05 * 0.10 *
SBT 3 5,100 1,800 1,938 0.35 0.38
SBR 1 U 1,700 37 67 0.00 0.00
EB 3 5,100 182 137 0.04 * 0.03 *
WB 3 5,100 505 370 0.10 * 0.07 *
N/S Critical Movements 0.42 0.47
E/W Critical Movements 0.14 0.10
Right Turn Critical Movement 0.00 0.00
Clearance Interval 0.05 0.05
ICU 0.61 0.62
Level of Service (LOS) B B
Notes: EB/WB has the split phasing, so the volume has been combined.
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
INTERSECTION CAPACITY UTILIZATION
INTERSECTION NO.: 26
NORTH/SOUTH: Knott Street
EAST/WEST: Orangewood Avenue
Year 2045 Plus Alternative 2
Move‐ Volume V/C Ratio
ment Lane Capacity AM PM AM PM
NBL 1 1,700 144 199 0.08 * 0.12 *
NBT 2 3,400 707 1,036 0.21 0.30
NBR 1 U 1,700 278 203 0.00 0.00
SBL 1 1,700 43 33 0.03 0.02
SBT 2 3,400 1,062 936 0.31 * 0.28 *
SBR 1 U 1,700 44 101 0.00 0.00
EBL 1 1,700 108 104 0.06 0.06
EBT 1 1,700 112 107 0.07 * 0.06 *
EBR 1 U 1,700 341 217 0.07 * 0.00
WBL 1 1,700 198 203 0.12 * 0.12 *
WBT 1 1,700 98 193 0.06 0.11
WBR 1 U 1,700 39 97 0.00 0.00
N/S Critical Movements 0.39 0.40
E/W Critical Movements 0.19 0.18
Right Turn Critical Movement 0.07 0.00
Clearance Interval 0.05 0.05
ICU 0.70 0.63
Level of Service (LOS) B B
Notes:
ICU ‐ Intersection Capacity Utilization
V/C ‐ Volume to Capacity Ratio
Right Turn Conditions:
P ‐ Protected right turn movement
U ‐ Unprotected right turn movement
D ‐ Defacto right turn movement
N ‐ No right turn on red
F ‐ Free right turn lane
P:\CCP2201.01\Technical Reports\Transportation\ICU Sheets.xlsx\Future 2045_Alt2 (3/3/2023)
L EVEL OF S ERVICE AND VEHICLE MILES T RAVELED ASSESSMENTS MAY 2023
CITY OF C YPRESS HOUSING E LEMENT I MPLEMENTATION
CYPRESS , C ALIFORNIA
P:\CCP2201.01\Technical Reports\Transportation\Final Report\ Cypress Housing Element Implementation Report _Final_05252023.docx (05/25/23)
APPENDIX D
VMT CALCULATIONS
2045 Proposed Project
City of Cypress
(with plan)
Orange County
Threshold *
Population 68,478
Employment 31,384
Service Population 99,862
Origin‐Destination (OD) VMT 2,738,895
OD VMT per service population 27.4 30.3
2045 Alternative 2
City of Cypress
(with plan)
Orange County
Threshold *
Population 68,922
Employment 31,384
Service Population 100,306
Origin‐Destination (OD) VMT 2,749,614
OD VMT per service population 27.4 30.3
City of Cypress Housing Element ‐ VMT Analysis
*: Orange County threshold was estimated using LSA no plan model run.
Appendix D ‐ VMT Calculation Worksheet
P:\CCP2201.01\Technical Reports\Transportation\OCTAM\vmt_summ2_04‐20‐2023.xlsx (4/21/2023) From: Alicia Velasco
To: Alisha Farnell
Subject: Fwd: Housing Element Plan - July 8th Agenda
Date: Monday, July 8, 2024 10:17:03 AM
Begin forwarded message:
From: Chris Bardis <[email protected]>
Date: July 3, 2024 at 4:47:59 PM PDT
To: Alicia Velasco <[email protected]>
Cc: Chris Bardis <[email protected]>
Subject: Housing Element Plan - July 8th Agenda
Ms. Velasco:
Please forward this email to Mayor Scott Minikus and City Council Members so that it can be read into the record.
Re: City Resolution to Implement the 2021-2029 Housing Element I understand that the City of Cypress is having a meeting on July 8thregarding the Housing Element Plan which includes the Los Alamitos Race Course properties.
In lieu of attending the Council meeting and as a part owner in some of these properties, I wanted to write in support of the City’s current efforts.
I have had extensive experience in Land Use Planning, building, and construction.
In addition, I am familiar with the city requirements of the State Mandated Housing Programs and have diligently studied the City of Cypress’ Housing Element Program. I feel the City and Staff have done an outstanding job in attempting to conform to the State Mandate.
Cypress is an outstanding, well managed, City. If I can be of any assistance, please feel free to contact me.
Well done,
Chris Bardis
(916)798-5999
From: George Pardon
To: City Clerk
Cc: Scott Minikus; Bonnie Peat; David Burke; Anne Mallari; Frances Marquez Subject: Public Hearing Agenda 11
Date: Monday, July 8, 2024 2:57:46 PM
Dear Mayor, Mayor ProTem, and City Council Members
I am writing in hopes that you will not approve Public Hearing Agenda Number 11 - Adopt Resolutions to Implement the 2021-2029 Housing Element, Certify the Housing Element Implementation Program Environmental Impact Report, and Hold a General Municipal Election on November 5, 2024
As you are aware, residents have voted on the zoning of the racetrack and old golf course property many times over the years. In 2018, the residents approved a measure that would allow for 1,250 residential units on the property as well as area that would be dedicated to parks and a town center. The addition of 676 more residential units is a 54% increase in what the residents approved just 6 years ago. While this proposed measure would retain the title of Town Center and Commons given where these additional units are proposed, there is a high likelihood that a town center will never be built on this property because, given a choice, a developer and property owner will make much more money on building residential. Residents have raised concerns over the years that they have to leave Cypress for nice restaurants, shopping, and entertainment. The promise of such a town center was key to many residents approving the 2018 ballot measure. In actuality, this proposed change will end up being a massive housing development. Adding 676 households to this property is the same as adding another Sorrento housing development which has 671 households but these 676 will be on a much smaller footprint.
I find it very unfortunate that the literature sent to the community is very divisive basically saying if they aren’t put on Katella, they will have to go Lincoln. I think you know that this initiative would never pass if this ‘Katella vs Lincoln’ aspect wasn’t included. The housing element was initially presented as a plan, now it appears that the City Council wants more residential units. On several occasions city representatives have said that if the additional units are put on Lincoln, it is unlikely that they will be built due to lot sizes. If that’s the case, why not leave the ‘plan’ in place to zone them on Lincoln. This is also presented as an either/or option when instead it provides both options because at some point in the future the City Council can still zone the units on Lincoln without a vote of the residents.
In the most resident mailer, one would get the impression that we now need these 676 units in addition to the 1,250 units already approved for the racetrack because we need the revenue. It begs the question as to what the city would have done for revenue if the new housing requirements would not have come about. While additional housing may generate an increase in property taxes, over time property taxes don’t keep up with the increasing costs for city services or traffic impacts.
It is highly likely that a proposal to increase sales tax would have been initiated instead. Long term perhaps that would be a better proposal.
Perhaps a survey asking residents if a substantial increase in residential units is preferred over an increase in sales tax. Now that the real motivation seems to be revenue-driven perhaps a survey of that nature should be done before moving forward with this ballot measure.
Thank you for your consideration.
George Pardon
2021-2029
Housing Element
Implementation
July 8 Agenda Report
2 1. Overview of Adopted Housing Element and State Housing Mandates
2. Review of State Approved RHNA/Sites Inventory
3. Highlight Housing Element Implementation Process
4. Summarize Amendments to CTCC and EIR
5. Recommendation
2 Housing Element: A Long-Term Plan
3 • Accommodate State mandated 3,936 units RHNA
• City Council considered several options to meet RHNA
• City Council approved Housing Element/RHNA sites
inventory in June 2022
• State certified Housing Element in September 2022
• State required failsafe plan if voters do not approve specific plan amendments
3 Housing Element: A Long-Term Plan
4 4
•Balances housing units throughout Cypress
•Prioritizes developable sites
•Protects small businesses
•Requires fewer units and lower density
•Protects the City from State intervention
•Additional units requires new environmental
analysis and public hearings
Implementing the Housing Element
5 • State requires maximum of 3 years to implement the
Housing Element
• City Council has been implementing the Housing
Element on a regular basis
• State-imposed sanctions for non-compliance include
the loss of land use regulatory authority (Builder’s
Remedy), lawsuits, and fines
5 HE Implementation Process
6 6
CTCC Amendments
• City Council approves submitted amendments for
voter ratification
LASP & Other Zone Changes
• City Council considers amendments in public
hearings
City Council Approved
Housing Element
Sites Inventory
7 7
Housing Allocation:
LASP: 1,643 units (42%)
CTCC: 1,926 (50%)
• Increase of 676 units
Katella/Siboney: 321 (8%)
8 Additional housing generally located in east & southern half of Specific Plan:
• Directs traffic toward Katella Ave
• Provides better access to commercial uses
• Distant from long-established Cypress neighborhoods
• Zoning remains the same on 67% (95 acres) of the Specific Plan 9 Expands Town Center & increases density to 30 du/ac
Creates a new medium density residential district
Cerritos Ave. adjacent residential district does not change Retains voter approval requirement for any future changes HE Amendments to CTCC 3.0
10 • Provides much needed mix of housing types
•Greenfield development:
• Services/amenities provided within the development
• Services/amenities paid for by developer/new residents • Less impact to existing infrastructure
• Better, more cohesive design
• Less expensive to build
• Max. residential density at 30/du per acre
10 Program Environmental Impact Report (PEIR)
11 • Analyzed the impact of implementing the Housing
Element sites inventory
• Requires mitigation measures to reduce impacts
•One significant unavoidable impact: air quality
• Sites Inventory is the environmental superior
alternative
11 Traffic Analysis
12 1
2 Traffic Analysis
13 13
Existing 2045 W/O Project Sites Inventory LASP Alternative LOS
AM
LOS
PM
LOS
AM
LOS
PM
LOS
AM
LOS
PM
LOS
AM
LOS
PM
Bloomfield St/Lincoln Ave A A B A B A B A
Lexington Dr-Denni St/Lincoln Ave A A C B C B C B
Moody St/Lincoln Ave B A D D D D D D
Walker St/Lincoln Ave A A C C D D D D
Valley View St/Lincoln Ave A A C C C C D C
Bloomfield St/Cerritos Ave B A C B C B C A
Lexington Dr-Denni St/Cerritos Ave A A A A A A A A
Moody St/Cerritos Ave A A A A A A A A
Walker St/Cerritos Ave A A A A A A A A
Valley View St/Cerritos Ave B B C C C C C C
Lexington Drive/Katella Ave A A A B A B A B
Siboney St-LARC/Katella Ave A A A A A A A A
Walker St/Katella Ave A A A B A B A B
Valley View St/Katella Ave A B C C C C C C
Holder St/Katella Ave A A A C B B A C
Knott Ave/Katella Ave A B B D B D B D
Traffic Analysis
14 Use Average Daily Trips
Medium Density Residential
(The Belmont by Melia – 19 units per acre)
7.3 per unit
(average 1,500 sq ft)
Gas Station 1,600 per 1,000 sq ft
Small Grocery Store 106 per 1,000 sq ft
15 LASP Alternative
Sites Inventory (failsafe)
Housing Allocation:
LASP: 2,379 units (60%)
CTCC: 1,250 (31%)
Katella/Siboney: 321 (8%)
Orange/Grindlay: 30 units (1%)
16 Failsafe Sites Inventory
• Does not balance housing units throughout Cypress
• Leans heavily on hard to develop sites
• Requires 90 additional units
• Displaces small businesses
• Requires very dense, tall development (60/du per acre) in existing neighborhoods
• Requires hard to provide and expensive new amenities
(parks, school, infrastructure)
17 Public Outreach & Notice
• Educational efforts related to voter ratification of CTCC amendments
• City website
• 2 City-wide mailers – including notice of public hearing • Article published in The Progress
• Community/stakeholder meetings
• 6-week digital educational campaign (Google/social media) 18 Recommended Ballot Language
18 To address the rising cost of living and high cost of housing (without raising taxes); retain/attract small businesses; maintain local control; meet state housing requirements; provide for housing needs of workers, seniors, and middleclass families, shall the City of Cypress measure to approve an ordinance amending the Cypress Town Center &
Commons Specific Plan to allow the right to develop 676 additional housing units, over time, at the Los Alamitos Race Course instead of allowing 766 housing units
elsewhere in Cypress, be adopted?
19 Recommendation
19 1.Adopt a Resolution certifying the Housing Element
Implementation Program EIR
2.Adopt a Resolution ordering the submission of the
Housing Element Implementation Ballot Measure
CITY OF CYPRESS
CITY COUNCIL REPORT
City Council Regular 12.
FROM: Scott Minikus, Mayor
DATE: 07/08/2024
SUBJECT: Receive Reports from Council Members Appointed to Represent the City on Organizations and Committees
RECOMMENDATION
Receive reports from Council Members appointed to represent the City on organizations and committees.
DISCUSSION
The Mayor placed this item on the agenda to provide Council Members an opportunity to update the community about the organizations and committees on which they represent Cypress. Council Members are encouraged to provide a brief overview of the purpose/mission of the organization/committee and then focus on noteworthy accomplishments in the year to date and important upcoming work.
The City Council's Civility, Conduct and Governance Policy establishes the expectation that Council Members attend and actively participate in all meetings of organization boards and committees to which they are appointed and to regularly report on meaningful happenings.
The list of appointments and descriptions of each organization/committee are attached.
BUDGET IMPACT
None.
LEGAL REVIEW
None required.
APPROVED BY: Peter Grant, City Manager
Attachments
City Council Appointments List
Organization/Committee Descriptions
1 CITY OF CYPRESS
APPOINTMENTS OF CITY COUNCIL MEMBERS
TO ORGANIZATIONS AND COMMITTEES
2024
COMPENSATED:
Orange County Fire Authority Anne Mallari – Representative (No Alternate)
Orange County Mosquito & Vector Control Bonnie Peat - Representative District (Term ending Jan. 2025) (No Alternate)
Orange County Sanitation District Scott Minikus – Representative Bonnie Peat – Alternate
NON-COMPENSATED:
Bridges at Kraemer Place Community David Burke – Representative Advisory Board (No Alternate)
City/Anaheim Union High School Anne Mallari
District Ad Hoc Subcommittee Scott Minikus
City/Cypress College Ad Hoc Committee Anne Mallari
Bonnie Peat
City/Cypress School District Ad Hoc David Burke
Subcommittee Anne Mallari
Economic Development Ad Hoc Anne Mallari
Subcommittee Bonnie Peat
Joint Forces Training Base Cities Group Scott Minikus – Representative Bonnie Peat – Alternate
League of California Cities Scott Minikus – Representative General Assembly Bonnie Peat – Alternate
2 League of California Cities Scott Minikus – Representative Orange County Division Bonnie Peat – Alternate
Orange County City Selection Committee Scott Minikus – Representative Bonnie Peat – Alternate
Orange County Council of Governments Anne Mallari – Representative General Assembly Scott Minikus – Alternate
Orange County Library Advisory Board David Burke – Representative (2-year Term ending Jan. 2025) Bonnie Peat – Alternate
Santa Ana River Flood Protection Frances Marquez – Representative Agency David Burke – Alternate
Southern California Association of Scott Minikus – Representative Governments - General Assembly David Burke – Alternate
Veteran Recognition Ad Hoc Subcommittee Scott Minikus
Bonnie Peat
West Cities Police Communications Center Scott Minikus – Representative Anne Mallari – Alternate
CITY COUNCIL COMMITTEE APPOINTMENTS
Each year following its reorganization, the City Council makes appointments to organizations and committees. The Mayor recommends appointments and the City Council confirms the appointments by a motion, second, and vote. A description of the organizations and committee appointments is provided below. Please note some committees require the Mayor to serve as delegate or require a two-year term.
• Orange County Fire Authority (OCFA) – Representative
Meets 4th Thursday of every other month at 6:00 p.m.; compensated $100 per meeting.
Orange County Fire Authority is a regional fire service agency that serves 23 cities in Orange County, including Cypress, and all unincorporated areas. Representative serves on the Board of Directors. The City Council adopts a Resolution when appointing or changing its representative to the Orange County Fire Authority. • Orange County Sanitation District (OC San) – Representative and Alternate Meets 4th Wednesday of month at 6:00 p.m.; compensated $212.50 per meeting.
Orange County Sanitation District provides wastewater collection, treatment, and disposal services for approximately 2.6 million people in central and northwest Orange County. Representative serves on the Board of Directors. • Orange County Mosquito and Vector Control District – Representative Meets 3rd Thursday of the month at 3:00 p.m.; compensated $100 per meeting.
Orange County Mosquito and Vector Control District protects public health by controlling rats, flies, mosquitoes, Red Imported Fire Ants and other vector related problems.
Representative is appointed to a two-year term and serves on the Board of Trustees. • West Cities Police Communications Center (West-Comm) – Representative Meets 3
rd Tuesday in May and November at 4:30 p.m. or as needed; non-compensated.
West Cities Police Communications Center is a Joint Powers Agency between the cities of Cypress, Los Alamitos, and Seal Beach. West-Comm provides dispatch services to the three cities, as well as contract service to the Orange County Park Rangers.
Representative serves on the Board of Directors.
• League of California Cities (Cal Cities) – Representative and Alternate Meets annually or as needed; non-compensated.
League of California Cities is an association of California city officials who work together to enhance their knowledge and skills, exchange information, and combine resources so that they may influence policy decisions that affect cities. Representative serves as the General Assembly Voting Delegate at the Annual Conference and as the delegate for Orange County Division events as needed. The Mayor is designated as the City’s representative and Mayor Pro Tem traditionally serves as the alternate. • Orange County City Selection Committee – Representative and Alternate Meets biannually or as needed; non-compensated.
Orange County City Selection Committee is responsible for appointing city representatives to boards, committees, commissions, and agencies as required by State and County law. The Mayor is designated as the City’s representative and Mayor Pro Tem traditionally serves as the alternate.
• Orange County Council of Governments (OCCOG) – Representative and Alternate Meets annually or as needed; non-compensated.
Orange County Council of Governments serves as Orange County’s sub-regional planning organization. In partnership with the Southern California Association of Governments (SCAG), OCCOG leads the development of Orange County’s required regional planning documents enabling the County to compete for State and Federal funding. Representative serves as General Assembly delegate. • Orange County Library Advisory Board – Representative and Alternate Meets three times annually or as needed; non-compensated.
Library Advisory Board (LAB) acts in an advisory capacity, reviewing the OC Public Libraries’ budget, operations and policy decisions and makes recommendations to the OC Board of Supervisors. Representative serves a two-year term. • Santa Ana River Flood Protection Agency – Representative and Alternate Meets 4
th Thursday of odd-numbered months at 4:00 p.m.; non-compensated.
Santa Ana River Flood Protection Agency (SARFPA) is a Joint Powers Agency formed to support authorization and appropriations for the Santa Ana River Mainstream Project and related projects. The agency provides its members with information on the progress of the Santa Ana River and related projects and supports regional flood control improvements to remove current floodplains within its members’ boundaries. • Southern California Association of Governments (SCAG) – Representative and Alternate
Meets annually; non-compensated.
SCAG is the nation’s largest metropolitan planning organization, representing six counties, 191 cities and more than 19 million residents. SCAG undertakes a variety of planning and policy initiatives to encourage a more sustainable Southern California.
Representative serves as General Assembly delegate.
• Bridges at Kraemer Place Community Advisory Board – Representative Meets quarterly; non-compensated.
Bridges at Kraemer Place is an emergency shelter in Anaheim and operated by Mercy House through a contract with the County of Orange. The Community Advisory Board (CAB) acts as an advisory body to the shelter operator, reviews the operations of the Bridges at Kraemer Place Year Round Emergency Shelter Program and Multi-Service Center and provides report to the OC Board of Supervisors annually, and enhances community relations.
• Joint Forces Training Base Regional Military Affairs Committee – Representative and Alternate
Meets as needed.
Committee members consist of the cities, business representatives and community members. Committee meets as needed to discuss issues of mutual concern related to the Joint Forces Training Base.
• Economic Development Ad Hoc Subcommittee
Meets as needed.
Subcommittee members advise on economic development programs and initiatives, as well as engage and outreach to the Cypress business community as needed. Two Council Members appointed each year. Continuity of service is key to this subcommittee’s support of the City’s economic development efforts and the City Council is encouraged to maintain its composition.
• City/Anaheim Union High School District Ad Hoc Subcommittee Meets as needed.
Subcommittee members meet as needed with representatives from Anaheim Union High School District to discuss issues of mutual concern. Two Council Members appointed each year.
• City/Cypress College Ad Hoc Subcommittee
Meets as needed.
Subcommittee members meet as needed with representatives from Cypress College to discuss issues of mutual concern. Two Council Members appointed each year. • City/Cypress School District Ad Hoc Subcommittee
Meets as needed.
Subcommittee members meet as needed with representatives from Cypress School District to discuss issues of mutual concern. Two Council Members appointed each year. • Veteran Recognition Subcommittee
Meets as needed.
Subcommittee members meet as needed to review applications submitted as part of the Veteran Recognition program and determine recognition recipients. Two Council Members appointed each year.