Anaheim City Council
April 16, 2024

Planning and Building Department
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MM 5.2-5 Prior to the issuance of
each building permit
Prior to the issuance of each building permit, the property owner/developer shall comply with all SCAQMD offset regulations and implementation of Best Available Control Technology (BACT) and Best Available Retrofit Control Technology (BARCT) for any new or modified stationary source. Copies of permits shall be given to the Planning and Building Department.

Planning and Building Department
MM 5.2-6 Prior to the issuance of
each building permit
Prior to the issuance of each building permit, the property owner/developer shall implement, and demonstrate to the City, measures that are being taken to reduce operation-related air quality impacts. These measures may include, but are not limited to the following:
a. Improve thermal integrity of structures and reduced thermal load through use of automated time clocks or occupant sensors. b. Incorporate efficient heating and other appliances. c. Incorporate energy conservation measures in site orientation and in building design, such as appropriate passive solar design. d. Use drought-resistant landscaping wherever feasible to reduce energy used in pumping and transporting water.
e. To the extent feasible, provide daycare opportunities for employees or participate in a joint development daycare center
f. Install facilities for electric vehicle recharging, unless it is demonstrated that the technology for these facilities or availability of the equipment current at the time makes this installation infeasible.

Planning and Building Department
MM 5.2-7 Prior to issuance of the
first building permit
Prior to issuance of the first building permit, the property owner/developer shall submit a human health risk assessment (HRA) for any proposed sensitive land uses (according to SCAQMD standards at that time) to be located within 500 feet of the near edge of the I-5 freeway unless it is demonstrated that the health risks have been determined to be acceptable according to the standards of the SCAQMD at the time of building permit application.

Planning and Building Department
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BIOLOGICAL RESOURCES MM 5.3-1 Prior to the issuance of a demolition permit, grading permit, or building permit, whichever occurs first Prior to the issuance of a demolition permit, grading permit, or building permit, whichever occurs first, a survey for active raptor nests shall be conducted by a qualified Biologist and submitted to the Planning and Building Department 30 days prior to commencement of any demolition or construction activities during the raptor nesting season (February 1 to June 30) and within 500 feet of a fan palm, juniper, or canary island pine. Should an active nest be identified, restrictions defined by a qualified Biologist will be placed on construction activities in the vicinity of any active nest observed until the nest is no longer active, as determined by a qualified Biologist.

These restrictions may include a 300- to 500-foot buffer zone designated around a nest to allow construction to proceed while minimizing disturbance to the active nest. Once the nest is no longer active, construction can proceed within the buffer zone.

Planning and Building Department
MM 5.3-2 Prior to the issuance of a
demolition permit, grading permit, or building permit, whichever occurs first Prior to the issuance of a demolition permit, grading permit, or building permit, whichever occurs first, a letter detailing the proposed schedule for vegetation removal activities shall be submitted to the Planning and Building Department, verifying that removal shall take place between August 1 and February 28 to avoid the bird nesting season. This would ensure that no active nests would be disturbed. If this is not feasible, then a qualified Biologist shall inspect any trees which would be impacted prior to demolition, grading or construction activities to ensure no nesting birds are present. If a nest is present, then appropriate minimization measures shall be developed by the Biologist.

Planning and Building Department
CULTURAL RESOURCES MM 5.4-1 Prior to issuance of each
grading permit
Prior to issuance of each grading permit, the property owner/developer shall submit a letter identifying the certified archaeologist that has been hired to ensure that the following actions are implemented:
a. The archaeologist must be present at the pre-grading conference in order to establish procedures for temporarily halting or redirecting work to permit the sampling, identification, and evaluation of artifacts Planning and Building Department
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if potentially significant artifacts are uncovered. If artifacts are uncovered and determined to be significant, the archaeological observer shall determine appropriate actions in cooperation with the property owner/developer for exploration and/or salvage. b. Specimens that are collected prior to or during the grading process will be donated to an appropriate educational or research institution. c. Any archaeological work at the site shall be conducted under the direction of the certified archaeologist. If any artifacts are discovered during grading operations when the archaeological monitor is not present, grading shall be diverted around the area until the monitor can survey the area. d. A final report detailing the findings and disposition of the specimens shall be submitted to the City Engineer. Upon completion of the grading, the archaeologist shall notify the City as to when the final report will be submitted.

MM 5.4-2 Prior to issuance of each
grading permit
Prior to issuance of each grading permit, the property owner/developer shall submit a letter identifying the certified paleontologist that has been hired to ensure that the following actions are implemented:
a. The paleontologist must be present at the pre-grading conference in order to establish procedures to temporarily halt or redirect work to permit the sampling, identification, and evaluation of fossils if potentially significant paleontological resources are uncovered. If artifacts are uncovered and found to be significant, the paleontological observer shall determine appropriate actions in cooperation with the property owner/developer for exploration and/or salvage. b. Specimens that are collected prior to or during the grading process will be donated to an appropriate educational or research institution. c. Any paleontological work at the site shall be conducted under the direction of the certified paleontologist. If any fossils are discovered during grading operations when the paleontological monitor is not Planning and Building Department
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present, grading shall be diverted around the area until the monitor can survey the area.

MM 5.4-3 Prior to approval of a final
site plan for properties that contain a structure over 45 years old Prior to approval of a final site plan for properties that contain a structure over 45 years old, property owners/developers shall submit to the Planning and Building Department, Planning Services Division, documentation to verify the presence/absence of historic resources. On properties where resources are identified, such documentation shall provide a detailed mitigation plan, including a monitoring program and recovery and/or in situ preservation plan, based on the recommendations of a qualified specialist.

Planning and Building Department
GEOLOGY AND SOILS MM 5.5-1 Prior to issuance of each
building permit
Prior to issuance of each building permit, the property owner/developer shall submit to the Planning and Building Department, Building Services Division for review and approval, detailed foundation design information for the subject building(s), prepared by a civil engineer, based on recommendations by a geotechnical engineer.

Planning and Building Department
MM 5.5-2 Prior to issuance of each
foundation permit
Prior to issuance of each foundation permit, the property owner/developer shall submit a report prepared by a geotechnical engineer to the Planning and Building Department, Building Services Division for review and approval, which shall investigate the subject foundation excavations to determine if soft layers are present immediately beneath the footing site and to ensure that compressibility does not underlie the footing.

Planning and Building Department
MM 5.5-3 Prior to issuance of each
building permit
Prior to issuance of each building permit, the property owner/developer shall submit plans to the Planning Department, Building Services Division for review and approval showing that the proposed structure has been analyzed for earthquake loading and designed according to the most recent seismic standards in the California Building Code adopted by the City of Anaheim.

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MM 5.5-4 Prior to the final building
and zoning inspection for a hotel/motel
Prior to the final building and zoning inspection for a hotel/motel, the property owner/developer shall submit an earthquake emergency response plan for review and approval by the Fire Department. The plan shall require posted notices in all hotel rooms on earthquake safety procedures and incorporate ongoing earthquake training for hotel staff to the satisfaction of the Fire Department.

Fire Department
MM 5.5-5 Ongoing during grading
activities
Ongoing during grading activities, the property owner/developer shall implement standard practices for all applicable codes and ordinances to prevent erosion to the satisfaction of the Planning and Building Department, Building Services Division.

Planning and Building Department
MM 5.5-6 Prior to issuance of
building or grading permits
Prior to issuance of building or grading permits, the property owner/developer shall submit to the Planning and Building Department, Building Services Division geologic and geotechnical investigations in areas of potential seismic or geologic hazards and provide a note on plans that all grading operations will be conducted in conformance with the recommendations contained in the applicable geotechnical investigation.

Planning and Building Department
HAZARDS AND HAZARDOUS MATERIALS MM 5.7-1 Prior to issuance of the first grading or demolition permit, whichever occurs first Prior to issuance of the first grading or demolition permit, whichever occurs first, in areas of former service stations, in areas known or thought to have been previously occupied by USTs, and in areas where tank removal has not been verified prior to excavation or grading the property owner/developer shall retain the services of a qualified environmental professional to conduct an investigation for known, or the presence of, cryptic tanks, using geophysical methods. Soil sampling or a soil organic vapor survey may be required if soil sampling results are not available, or indicate contamination is present above regulatory guidelines. If warranted, subsurface investigation and sampling shall be undertaken in these areas, and appropriate remediation measures developed, if necessary, before demolition, excavation, or grading takes place in these areas.

Fire Department
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MM 5.7-2 Prior to the removal of
USTs
Prior to the removal of USTs, the property owner/developer shall obtain a permit from the Environmental Protection Hazardous Materials Management Section of the Fire Department for the removal of such tanks. During the removal of USTs, a representative from the Environmental Protection Section of the Fire Department shall be onsite to direct soil sampling.

Fire Department
MM 5.7-3 Ongoing during
remediation all remediation activities of surface or subsurface contamination not related to USTs Ongoing during remediation all remediation activities of surface or subsurface contamination not related to USTs, conducted on behalf of the property owner/developer, shall be overseen by the Orange County Health Care Agency (OCHCA). Information on subsurface contamination from USTs shall be provided to the Public Utilities Department, Environmental Services Division. Santa Ana Regional Water Quality Control Board (SARWQCB) with a copy to Planning & Building. Note: Per a memo dated October 22, 2014 from the Public Utilities Department, as of July 1, 2014, the Environmental Services Division of the Public Utilities Department is no longer responsible for overseeing the cleanup of new UST cases, and the responsibility has been delegated to the Santa Ana Regional Water Quality Control Board (SARWQCB). However, the Anaheim Fire Department will still be responsible for overseeing the removal of USTs. (amended February 26, 2015).

Fire Department Public Utilities
Department Planning & Building
MM 5.7-4 Prior to issuance of the
first grading or demolition permit, whichever occurs first Prior to issuance of the first grading or demolition permit, whichever occurs first, the property owner/developer shall submit a plan for review and approval by the Fire Department which details procedures that will be taken if previously unknown USTs, or other unknown hazardous material or waste, is discovered onsite.

Fire Department
MM 5.7-5 Prior to issuance of the
first grading or demolition permit, whichever occurs first Prior to issuance of the first grading or demolition permit, whichever occurs first for future developments within the Anaheim Resort Specific Plan area affecting any property on a published list of leaking underground storage tanks (LUST) that has not been officially closed or resolved, a qualified environmental professional, retained by the property owner/developer, shall attempt to contact the current and/or known former property/business owners Fire Department Public Utilities
Department Planning & Building
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to obtain information regarding the status of USTs and/or tank closures at these sites. If warranted, subsurface investigation and sampling shall be undertaken by a qualified environmental professional, and results of these analyses shall be submitted to the Fire Department and the Environmental Services Division of the Public Utilities Department Santa Ana Regional Water Quality Control Board (SARWQCB), for review and approval. Appropriate remediation measures will be developed, if necessary, before demolition, excavation, or grading takes place in these areas. A copy of the approval letter with any appropriate remediation measures shall be submitted to Planning & Building.

MM 5.7-6 Ongoing during project
demolition and construction
Ongoing during project demolition and construction, in the event that hazardous waste, including asbestos, is discovered during site preparation or construction, the property owner/developer shall ensure that the identified hazardous waste and/or hazardous material are handled and disposed of in the manner specified by the State of California Hazardous Substances Control Law (Health and Safety Code, Division 20, Chapter 6.5), and according to the requirements of the California Administrative Code, Title 30, Chapter 22.

Fire Department
MM 5.7-7 Prior to issuance of any
discretionary permit for a current or former hazardous waste disposal site or solid waste disposal site Prior to issuance of any discretionary permit for a current or former hazardous waste disposal site or solid waste disposal site, the project property owner/developer shall submit a Phase I Environmental Site Assessment to the City. If possible hazardous materials are identified during the site assessments, the appropriate response/remedial measures will be implemented in accordance with the requirements of the Orange County Health Care Agency (OCHCA) and/or the Regional Water Quality Control Board (RWQCB), as appropriate.

Fire Department
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HYDROLOGY AND WATER QUALITY MM 5.8-1 Prior to issuance of the first grading or building permit, whichever occurs first Prior to issuance of the first grading or building permit, whichever occurs first, the property owner/developer shall submit a Master Drainage and Runoff Management Plan (MDRMP) for review and approval by the Public Works Department, Development Services Division and Orange County (OC) Public Works/OC Engineering. The Master Plan shall include, but not be limited to, the following items:
a. Backbone storm drain layout and pipe size, including supporting hydrology and hydraulic calculations for storms up to and including the 100-year storm; and, b. A delineation of the improvements to be implemented for control of project-generated drainage and runoff.

Public Works Department
MM 5.8-2 Prior to issuance of a
grading permit for sites
that disturb more than one (1) acre of soil
Prior to issuance of a grading permit for sites that disturb more than one (1) acre of soil, the property owner/developer shall obtain coverage under the NPDES Statewide Industrial Stormwater Permit for General Construction Activities from the State Water Resources Control Board. Evidence of attainment shall be submitted to the Planning and Building Department, Building Services Division.

Planning and Building Department
MM 5.8-3 Ongoing during project
operations
Ongoing during project operations, the property owner/developer shall provide for the following: cleaning of all paved areas not maintained by the City of Anaheim on a monthly basis, including, but not limited to, private streets and parking lots. The use of water to clean streets, paved areas, parking lots, and other areas and flushing the debris and sediment down the storm drains shall be prohibited.

Planning and Building Department
MM 5.8-4 Prior to each final building
and zoning inspection
Prior to each final building and zoning inspection, the property owner/developer shall submit a letter from a licensed landscape architect to the City certifying that the landscape installation and irrigation systems have been installed as specified in the approved landscaping and irrigation plans.

Planning and Building Department
MM 5.8-5 Prior to final building and
zoning inspection
Prior to final building and zoning inspection, the property owner/developer shall install piping on-site with project water mains so that reclaimed water may be used for landscape irrigation, if and when it becomes available.

Public Utilities Department
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MM 5.8-6 Prior to issuance of
building permits
Prior to issuance of building permits, the property owner/developer shall provide written evidence that all storm drain, sewer, and street improvement plans shall be designed and constructed to the satisfaction of the City Engineer.

Public Works Department
NOISE 5.10-1 Ongoing during
construction,
Ongoing during construction, the property owner/developer shall ensure that all internal combustion engines on construction equipment and trucks are fitted with properly maintained mufflers.

Planning and Building Department

5.10-2 Prior to approval of each
final site plan
Prior to approval of each final site plan, the property owner/developer shall submit a noise study prepared by a certified acoustical engineer to the satisfaction of the Building Division Manager identifying whether noise attenuation is required and defining the attenuation measures and specific performance requirements, if warranted, to comply with the Uniform Building Code and Sound Pressure Level Ordinance. Ultimate noise attenuation requirements, if any, shall depend on the final location of such buildings and noise-sensitive uses inside and surrounding the buildings. Attenuation measures shall be implemented by the property owner/developer prior to final building and zoning inspections.

Planning and Building Department

5.10-3 Prior to issuance of each
building permit
Prior to issuance of each building permit, for structures that are adjacent to noise-sensitive areas such as residences, the property owner/developer shall ensure that all mechanical ventilation units are shown on plans and installed in compliance with Sound Pressure Level Ordinance.

Planning and Building Department

5.10-4 Prior to issuance of each
building permit for a parking structure
Prior to issuance of each building permit for a parking structure, the property owner/developer shall ensure that noise from parking structures adjacent to residential areas will be reduced by the provision of convenient access to parking facilities, sound attenuation devices (louvers and walls), the use of textured deck surfaces to reduce tire squalling, and tiering a parking facility to provide greater distance to the receptor.

Planning and Building Department

5.10-5 Prior to issuance of each
building permit
Prior to issuance of each building permit, a note shall be provided on building plans indicating that during construction, the property owner/developer shall install and maintain specially designed construction barriers at the project Planning and Building Department
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perimeter areas. The construction sound barriers shall be a minimum height of 8 feet with a minimum surface weight of 1.25 pounds per square foot or a minimum Sound Transmission Class (STC) rating of 25. The structure shall be a continuous barrier. Gates and other entry doors shall be constructed with suitable mullions, astragals, seals, or other design techniques to minimize sound leakage when in the closed position. Access doors should be self closing where feasible. Vision ports are permissible providing they are filled with an acceptable solid vision product.

5.10-6 Ongoing during
construction and project operation
Ongoing during construction and project operation, pressure washing operations for purposes of building repair and maintenance due to graffiti or other aesthetical considerations shall be limited to daytime hours of operation between 7:00 AM and 8:00 PM.

Planning and Building Department

5.10-7 Ongoing during
construction and project operation
Ongoing during construction and project operation, sweeping operations in the parking facilities and private on-site roadways shall be performed utilizing sweeping/scrubbing equipment which operate at a level measured not greater than 60 dBA at the nearest adjacent property line.

Planning and Building Department

5.10-8 Ongoing during
construction
Ongoing during construction, property owners/developers shall pay for all reasonable costs associated with noise monitoring which shall include monitoring conducted by a certified acoustical engineer under the direction of the Planning and Building Department four times a year on a random basis to ensure that outdoor construction-related sound levels at any point on the exterior project boundary property line do not exceed 60 dBA between the hours of 7:00 PM and 7:00 AM of the following day where outside construction is occurring. If a complaint is received by the City, additional noise monitoring shall be conducted at the discretion of the City. If the monitoring finds that the 60 dBA threshold is being exceeded, construction activities will be modified immediately to bring the sound level below the 60 dBA requirement, with additional follow-up monitoring conducted to confirm compliance.

Planning and Building Department
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5.10-9 Prior to issuance of each
building permit
Prior to issuance of each building permit, the property owner/developer shall present plans and calculations to the Planning Department, Building Division to demonstrate that noise levels would be less than 65 dBA CNEL for outdoor use areas (including dining patios, pools, playgrounds, or outdoor gathering areas). This requirement can be accomplished through shielding areas behind buildings or the construction of a noise barrier.

Planning and Building Department

5.10-10 Prior to issuance of each
building permit
Prior to issuance of each building permit, the property owner/developer shall present plans and calculations to the Planning and Building Department, Building Division to demonstrate that noise levels from planned mechanical ventilation equipment, loading docks, trash compactors, and other proposed on-site noise sources are designed to meet the City’s 60 dBA Sound Pressure Levels standard at the property line, and not create a noise increase greater than 5 dBA over existing ambient noise at the nearest noise sensitive receptor, whichever is more restrictive.

Planning and Building Department

5.10-11 Prior to issuance of each
building permit
Prior to issuance of each building permit, a note shall be provided on plans indicating that there shall be no operation of large bulldozers or vibratory rollers within 25 feet of any existing residence.

Planning and Building Department

5.10-12 Prior to issuance of each
building permit if pile driving and blasting is anticipated during construction Prior to issuance of each building permit if pile driving and blasting is anticipated during construction, a noise and vibration analysis must be prepared and submitted to the Planning and Building Department, Building Division, to assess and mitigate potential noise and vibration impacts related to these activities.

Planning and Building Department
PUBLIC SERVICES 5.12-1 Prior to the approval of
each Final Site Plan and issuance of each building permit Prior to the approval of each Final Site Plan and issuance of each building permit, the property owner/developer shall submit plans to the Police Department for review and approval for safety, accessibility, crime prevention, and security provisions during both the construction and operative phases for the purpose of incorporating safety measures in the project design including the concept of crime prevention through environmental design (e.g., building design, circulation, site planning, and lighting of parking structures and parking areas).

Police Department
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5.12-2 Prior to the issuance of
each building permit for a parking structure
Prior to the issuance of each building permit for a parking structure, the property owner/developer shall submit plans to the Police Department for review and approval indicating the provision of closed circuit television monitoring and recording or other substitute security measures as may be approved by the Police Department. Said measures shall be implemented prior to final building and zoning inspections.

Police Department

5.12-3 Ongoing during project
operation
Ongoing during project operation, the property owner/developer shall provide private security on the premises to maintain adequate security for the entire project subject to review and approval of the Police Department. The use of security patrols and electronic security devices (i.e., video monitors) should be considered to reduce the potential for criminal activity in the area.

Police Department

5.12-4 Prior to issuance of each
building permit
Prior to issuance of each building permit, the project design shall include parking lots and parking structures with controlled access points to limit ingress and egress if determined to be necessary by the Police Department, and shall be subject to the review and approval of the Police Department.

Police Department

5.12-5 Prior to commencement of
structural framing on each parcel or lot
Prior to commencement of structural framing on each parcel or lot, onsite fire hydrants shall be installed and charged by the property owner/developer as required and approved by the Fire Department.

Fire Department

5.12-6 Prior to issuance of each
grading permit
Prior to issuance of each grading permit, the property owner/developer shall submit an emergency fire access plan to the Fire Department for review and approval to ensure that service to the site is in accordance with Fire Department service requirements.

Fire Department

5.12-7 Prior to issuance of each
building permit; to be implemented prior to the final building and zoning inspection Prior to issuance of each building permit; to be implemented prior to the final building and zoning inspection, plans shall indicate that all buildings, exclusive of parking structures, shall have sprinklers installed by the property owner/developer in accordance with the Anaheim Municipal Code. Said sprinklers shall be installed prior to each final building and zoning inspection.

Fire Department

5.12-8 Prior to issuance of each
building permit
Prior to issuance of each building permit, plans shall be submitted to ensure that development is in accordance with the City of Anaheim Fire Department Standards, including:
a. Overhead clearance shall not be less than 14 feet for the full width of Fire Department
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access roads.
b. Bridges and underground structures to be used for Fire Department access shall be designed to support Fire Department vehicles weighing 75,000 pounds. c. All underground tunnels shall have sprinklers. Water supplies are required at all entrances. Standpipes shall also be provided when determined to be necessary by the Fire Department. d. Adequate off-site public fire hydrants contiguous to the Specific Plan area and onsite private fire hydrants shall be provided by the property owner/developer. The precise number, types, and locations of the hydrants shall be determined during building permit review. Hydrants are to be a maximum of 400 feet apart. e. A minimum residual water pressure of 20 psi shall remain in the water system. Flow rates for public parking facilities shall be set at 1,000 to 1,500 gpm.

5.12-9 Prior to issuance of the
first building permit
Prior to issuance of the first building permit, the property owner/developer shall enter into an agreement recorded against the property with the City of Anaheim to pay or cause to be paid their fair share of the funding to accommodate the following, which will serve the Anaheim Resort Specific Plan area:
a. One additional fire truck company. b. One additional paramedic company. c. Modifications to existing fire stations to accommodate the additional fire units, additional manpower, equipment and facilities. d. A vehicle equipped with specialty tools and equipment to enable the Fire Department to provide heavy search and rescue response capability. e. A medical triage vehicle/trailer, equipped with sufficient trauma Fire Department
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dressings, medical supplies, stretchers, etc., to handle 1,000 injured persons, and an appropriate storage facility.

The determination of the allocable share of costs attributable to the property owner/developer shall be based on an apportionment of the costs of such equipment/facilities among property owners/developers in the Hotel Circle Specific Plan Area, the Disneyland Resort Specific Plan Area and the Anaheim Resort Specific Plan Area or the otherwise defined service area, as applicable, depending on the area served. Note: To implement this mitigation measure, the City has adopted the Fire Protection Facilities and Paramedic Services Impact Fee Program. Compliance with this Program by the property owner/developer (per Ordinance No. 5496 and Resolution No. 95R-73 dated May 16, 1995) shall satisfy the requirements of this Mitigation Measure, or the City may enter into alternative financing arrangements.

5.12-10 Prior to each final building
and zoning inspection
Prior to each final building and zoning inspection, the property owner/developer shall place emergency telephone service numbers in prominent locations as approved by the Fire Department.

Fire Department

5.12-11 Prior to issuance of each
building permit
Prior to issuance of each building permit, the property owner/developer shall submit a Construction Fire Protection Plan to the Fire Department for review and approval detailing accessibility of emergency fire equipment, fire hydrant location, and any other construction features required by the Fire Marshal. The property owner/developer shall be responsible for securing facilities acceptable to the Fire Department and hydrants shall be operational with required fire flow.

Fire Department

5.12-12 Prior to the approval of
each Final Site Plan and prior to the issuance of each building permit Prior to the approval of each Final Site Plan and prior to the issuance of each building permit, plans shall be reviewed and approved by the Fire Department as being in conformance with the Uniform Fire Code.

Fire Department

5.12-13 Prior to the placement of
building materials on a
Prior to the placement of building materials on a building site, an all-weather road shall be provided from the roadway system to and on the construction Fire Department
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building site site and for fire hydrants at all times, as required by the Fire Department.

Such routes shall be paved or, subject to the approval of the Fire Department, shall otherwise provide adequate emergency access. Every building constructed must be accessible to Fire Department apparatus. The width and radius of the driving surface must meet the requirements of Section 10.204 of the Uniform Fire Code, as adopted by the City of Anaheim.

5.12-14 Prior to approval of
building plans
Prior to approval of building plans, the property owner/developer shall provide written evidence to the satisfaction of the Fire Department that all lockable pedestrian and/or vehicular access gates shall be equipped with “knox box” devices as required and approved by the Fire Department.

Fire Department

5.12-15 Prior to approval of on-site
water plans
Prior to approval of on-site water plans, unless each commercial building is initially connected to separate fire services, an unsubordinated covenant satisfactory to the City Attorney’s Office shall be recorded prohibiting any individual sale of buildings until separate fire services are installed in the building(s) subject to the sale.

Fire Department

5.12-16 Prior to approval of water
improvement plans
Prior to approval of water improvement plans, the water supply system shall be designed by the property owner/developer to provide sufficient fire flow pressure and storage for the proposed land use and fire protection services in accordance with Fire Department requirements.

Fire Department

5.12-17 Prior to issuance of each
building permit
Prior to issuance of each building permit, the property owner/developer shall provide proof of compliance with Government Code Section 53080 (Schools).

Planning and Building Department

5.12-18 Ongoing Ongoing, the City will work cooperatively with school districts to identify opportunities for new schools and school expansion.

Planning and Building Department

5.12-19 Prior to the issuance of a
building permit
Prior to the issuance of a building permit, the property owner/developer shall comply with the Anaheim Municipal Code, Section 17.08.385, Public Library Facilities Services Areas – Payment of Fees Required.

Planning and Building Department
TRANSPORTATION AND TRAFFIC 5.14-1 Prior to approval of a Final Site Plan for any project forecast to generate 100 or
Prior to approval of a Final Site Plan for any project forecast to generate 100 or more peak hour trips, as determined by the City Traffic and Transportation Manager utilizing Anaheim Traffic Analysis Model Trip Generation Rates, Public Works Department
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more peak hour trips the property owner/developer shall prepare traffic improvement phasing analyses to identify when the improvements identified in this traffic analysis shall be designed and constructed.

5.14-2 Prior to issuance of the
first building permit for each building
Prior to issuance of the first building permit for each building, the property owner/developer shall pay the appropriate Traffic Signal Assessment Fees and Transportation Impact and Improvement Fees to the City of Anaheim in amounts determined by the City Council Resolution in effect at the time of issuance of the building permit with credit given for City-authorized improvements provided by the property owner/developer. The property owner shall also participate in all applicable reimbursement or benefit districts, which have been established.

Public Works Department

5.14-3 Prior to approval of the
first final subdivision map or issuance of the first building permit, whichever occurs first Prior to approval of the first final subdivision map or issuance of the first building permit, whichever occurs first, the property owner/developer shall irrevocably offer for dedication (with subordination of easements), including necessary construction easements, the ultimate arterial highway right(s)-ofway adjacent to their property as shown in the Circulation Element of the Anaheim General Plan.

Public Works Department

5.14-4 Prior to the final building
and zoning inspection Prior to issuance of the first building permit Prior to the final building and zoning inspection Prior to issuance of the first building permit, the property owner shall join and financially participate in a clean fuel shuttle program such as the Anaheim Resort Transit Transportation (ART) system, and shall participate in the Anaheim Transportation Network (ATN) in conjunction with the on-going operation of the project. Proof of compliance with this requirement shall be submitted by the Anaheim Transportation Network to the City Traffic Engineer. The property owner shall also record a covenant on the property that requires participation in these programs ongoing during project operation. The form of the covenant shall be approved by the City Attorney’s Office prior to recordation. Proof of compliance with this requirement shall be the submittal of a copy of the recorded covenant to the City Traffic Engineer.

Public Works Department

5.14-5 Prior to the issuance of
grading permits
Prior to the issuance of grading permits, the property owner/developer shall provide to the City of Anaheim Public Works Department a plan to Public Works Department
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coordinate rideshare services for construction employees with the Anaheim Transportation Network (ATN) for review and a approval and shall implement ATN recommendations to the extent feasible.

5.14-6 Prior to the issuance of
each building permit for a hotel development that exceeds 100 rooms per gross acre within the Commercial Recreation District within the Convention Center Medium density category Prior to the issuance of each building permit for a hotel development that exceeds 100 rooms per gross acre within the Commercial Recreation (C-R) District (Development Area 1) within the Convention Center (CC) Medium density category, the property owner shall record a covenant on the property requiring that ongoing during project implementation, the property owner/developer shall implement TDM measures sufficient to reduce the actual trip generation from the development to no more than the trips assumed by the City’s traffic model. The form of the covenant shall be approved by the City Attorney’s Office.

Public Works Department

5.14-7 Ongoing during
construction
Ongoing during construction, if the Anaheim Police Department or the Anaheim Traffic Management Center (TMC) personnel are required to provide temporary traffic control services, the property owner/developer shall reimburse the City, on a fair-share basis, if applicable, for reasonable costs associated with such services.

Police Department Public Works Department

5.14-8 Prior to the final building
and zoning inspection Prior to issuance of the first building permit Measure 5.14-8: Prior to the final building and zoning inspection Prior to issuance of the first building permit, the property owner shall record a covenant on the property requiring that ongoing during project implementation, the property owner/developer shall implement and administer a comprehensive Transportation Demand Management (TDM) program for all employees. The form of the covenant shall be approved by the City Attorney’s Office and proof of compliance with this requirement shall be the submittal of a copy of the recorded covenant to the City Traffic Engineer. Objectives of the TDM program shall be:
a. Increase ridesharing and use of alternative transportation modes by guests.
b. Provide a menu of commute alternatives for employees to reduce project-generated trips.
c. Conduct an annual commuter survey to ascertain trip generation, trip Public Works Department
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origin, and Average Vehicle Ridership.

5.14-9 Prior to the final building
and zoning inspection Prior to issuance of the first building permit Prior to the final building and zoning inspection Prior to issuance of the first building permit, the property owner/developer shall provide to the City of Anaheim Public Works Department, City Traffic Engineer, for review and approval a menu of TDM program strategies and elements for both existing and future employees’ commute options, and incentives for hotel patrons’ transportation options. These options may include, but are not limited to, the list below. The property owner shall also record a covenant on the property requiring that the approved TDM strategies and elements be implemented ongoing during project operation. The form of the covenant shall be approved by the City Attorney’s Office prior to recordation and proof of compliance with this requirement shall be the submittal of a copy of the recorded covenant to the City Traffic Engineer. a. On-site services. Provide, as feasible and permitted, on-site services such as the food, retail, and other services.
b. Ridesharing. Develop a commuter listing of all employee members for the purpose of providing a “matching” of employees with other employees who live in the same geographic areas and who could rideshare. c. Vanpooling. Develop a commuter listing of all employees for the purpose of matching numbers of employees who live in geographic proximity to one another and could comprise a vanpool or participate in the existing vanpool programs. d. Transit Pass. Promote Orange County Transportation Authority (including commuter rail) passes through financial assistance and onsite sales to encourage employees to use the various transit and bus services from throughout the region. e. Shuttle Service. Generate a commuter listing of all employees living in proximity to the project, and offer a local shuttle program to encourage employees to travel to work by means other than the automobile. When Public Works Department
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appropriate, event shuttle service shall also be made available for guests. f. Bicycling. Develop a Bicycling Program to offer a bicycling alternative to employees. Secure bicycle racks, lockers, and showers should be provided as part of this program. Maps of bicycle routes throughout the area should be provided to inform potential bicyclists of these options. g. Guaranteed Ride Home Program. Develop a program to provide employees who rideshare, or use transit or other means of commuting to work, with a prearranged ride home in a taxi, rental car, shuttle, or other vehicle, in the event of emergencies during the work shift. h. Target Reduction of Longest Commute Trip. Promote an incentive program for ridesharing and other alternative transportation modes to put highest priority on reduction of longest employee commute trips. i. Work Shifts. Stagger work shifts. j. Compressed Work Week. Develop a “compressed work week” program, which provides for fewer work days but longer daily shifts as an option for employees. k. Telecommuting. Explore the possibility of a “telecommuting” program that would link some employees via electronic means (e.g., computer with modem). l. Parking Management. Develop a parking management program that provides incentives to those who rideshare or use transit means other than single-occupant auto to travel to work. m. Access. Provide preferential access to high occupancy vehicles and shuttles.
n. Financial Incentive for Ridesharing and/or Public Transit. Offer employees financial incentives for ridesharing or using public transportation. Currently, federal law provides tax-free status for up to 26 Mitigation
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$65 per month per employee contributions to employees who vanpool or use public transit including commuter rail and/or express bus pools. o. Financial Incentive for Bicycling. Offer employees financial incentives for bicycling to work.
p. Special “Premium” for the Participation and Promotion of Trip Reduction. Offer ticket/passes to special events, vacations, etc. to employees who recruit other employees for vanpool, carpool, or other trip reduction programs. q. Incentive Programs. Design incentive programs for carpooling and other alternative transportation modes so as to put highest priority on reduction of longest commute trips.

5.14-10 Prior to approval of each
tentative tract or parcel map
Prior to approval of each tentative tract or parcel map, the following Street Design Elements shall be shown on each tentative tract or parcel map:
a. Street cross-sections, including dimensions, labels, circulation designation (i.e., Resort Secondary) and whether public or private. b. Street grades and vertical alignment. c. Horizontal alignment, including radii, and cul-de-sac radii.

Public Works Department

5.14-11 Prior to the recordation of
a subdivision map or issuance of the first building permit, whichever occurs first Prior to the recordation of a subdivision map or issuance of the first building permit, whichever occurs first, in the event that a parcel is subdivided and there is a need for common on-site circulation and/or parking, prior to recordation of a subdivision map, an unsubordinated covenant providing for reciprocal access and/or parking, as appropriate, approved by the Planning Director or Planning Services Manager, shall be recorded with the Office of the Orange County Recorder. A copy of the recorded covenant shall then be submitted to the Planning Division of the Planning and Department. If the reciprocal access is across parcel lines or if public rights of way are required for reciprocal access; Public Works approval shall be required.

Planning and Building Department

5.14-12 Prior to the issuance of the Prior to the issuance of the first building permit, the location of any proposed Public Works 27 Mitigation
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first building permit gates across a driveway shall be subject to the review and approval of the City Engineer. Gates shall not be installed across any driveway or private street in a manner which may adversely affect vehicular traffic on the adjacent public streets. Installation of any gates shall conform to the current version of Engineering Standard Detail No. 475.

Department

5.14-13 Prior to the issuance of
building permits
Prior to the issuance of building permits, plans shall show that all driveways shall be constructed with a minimum fifteen (15) foot radius curb returns as required by the City Engineer, unless otherwise approved by the City Engineer.

Public Works Department

5.14-14 Prior to the issuance of
building permits or final map approval, whichever occurs first Prior to the issuance of building permits or final map approval, whichever occurs first, security in the form of a bond, certificate of deposit, letter of credit, completion guarantee, or cash, in an amount and form satisfactory to the City Engineer shall be posted with the City to guarantee the satisfactory completion of all engineering requirements of the City of Anaheim, including preparation of improvement plans and installation of all improvements, such as curbs and gutters, sidewalks, water facilities, street grading and pavement, sewer and drainage facilities and other appurtenant work, as required by the City Engineer and in accordance with the specifications on file in the office of the City Engineer, as may be modified by the City Engineer. Installation of said improvements shall occur prior to final building and zoning inspections.

Public Works Department

5.14-15 Based upon the
improvement phasing analysis in the project traffic study Based upon the improvement phasing analysis in the project traffic study, the property owner/developer shall implement traffic improvements as identified in the project traffic study to maintain satisfactory levels of service as defined by the City’s General Plan, based on thresholds of significance, performance standards, and methodologies established by the Orange County Congestion Management Program and the City of Anaheim Traffic Study Guidelines. The improvement phasing analyses will specify the timing, funding, construction, and fair-share responsibilities for all traffic improvements necessary to maintain satisfactory levels of service within the City of Anaheim and surrounding jurisdictions. The property owner/developer shall construct, bond for or enter into a funding agreement for necessary circulation system improvements, as determined by the City Traffic and Transportation Public Works Department
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Manager, unless alternative funding sources have been identified.

5.14-16 Prior to approval of a Final
Site Plan for any project forecast to generate 100 or more peak hour trips Prior to approval of a Final Site Plan for any project forecast to generate 100 or more peak hour trips, as determined by the City Traffic and Transportation Manager utilizing Anaheim Traffic Analysis Model Trip Generation Rates, in conjunction with the preparation of any traffic improvement phasing analyses as required in MM 5.14-1, property owners/developers will determine when the intersection improvements shall be constructed, subject to the conditions identified in MM 5.14-1.

Public Works Department

5.14-17 Prior to approval of a Final
Site Plan for any project forecast to generate 100 or more peak hour trips Prior to approval of a Final Site Plan for any project forecast to generate 100 or more peak hour trips, as determined by the City Traffic and Transportation Manager utilizing Anaheim Traffic Analysis Model Trip Generation Rates, in conjunction with the preparation of any traffic improvement phasing analyses as required in MM 5.14-1, the following actions shall be taken in cooperation with the City of Orange:
a. The traffic improvement phasing analysis shall identify any impacts created by the project on facilities within the City of Orange. The fairshare percentage responsibility for mitigating these impacts shall be calculated in this analysis. b. The City of Anaheim shall estimate the cost of the project’s fair-share responsibility in cooperation with the City of Orange.
c. The property owner/developer shall pay the City of Anaheim the fairshare cost prior to issuance of a building permit. The City of Anaheim shall hold the amount received in trust, and then, once a mutually agreed upon joint program is executed by both cities, the City of Anaheim shall allocate the fair-share contribution to traffic mitigation programs that result in improved traffic flow at the impacted locations, via an agreement mutually acceptable to both cities.

Public Works Department

5.14-18 Prior to approval of a Final
Site Plan for any project forecast to generate 100 or more peak hour trips Prior to approval of a Final Site Plan for any project forecast to generate 100 or more peak hour trips, as determined by the City Traffic and Transportation Manager utilizing Anaheim Traffic Analysis Model Trip Generation Rates, in conjunction with the preparation of any traffic improvement phasing analyses Public Works Department
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as required in MM 5.14-1, and assuming that a regional transportation agency has not already programmed and funded the warranted improvements to the impacted freeway mainline or freeway ramp locations, property owners/developers and the City will take the following actions in cooperation with Caltrans:
a. The traffic study will identify the project’s proportionate impact on the specific freeway mainline and/or freeway ramp locations and its fairshare percentage responsibility for mitigating these impacts based on thresholds of significance, performance standards, and methodologies established in the Orange County Congestion Management Program and the City of Anaheim Traffic Study Guidelines. b. The City shall estimate the cost of the project’s fair-share responsibility in cooperation with Caltrans.

5.14-19 Prior to the approval of the
final subdivision map or issuance of building permits, whichever occurs first Prior to the approval of the final subdivision map or issuance of building permits, whichever occurs first, the property owner/developer shall pay the identified fair-share responsibility as determined by the City as set forth in MM 5.14-15. The City shall allocate the property owner/developer’s fairshare contribution to traffic mitigation programs that result in improved traffic flow on the impacted mainline and ramp locations, via an agreement mutually acceptable to Caltrans and the City.

Public Works Department

5.14-20 Prior to the approval of a
Final Site Plan
Prior to the approval of a Final Site Plan, the property owner/developer shall meet with the Traffic and Transportation Manager to determine whether a bus stop(s) is required to be placed adjacent to the property. If a bus stop(s) is required, it shall be placed in a location that least impacts traffic flow and may be designed as a bus turnout or a far side bus stop as required by the Traffic and Transportation Manager and per the approval of the Orange County Transportation Authority (OCTA).

Public Works Department

5.14-21 Prior to the first final
building and zoning Inspection
Prior to the first final building and zoning Inspection every property owner and/or lessee shall designate an on-site contact that will be responsible for coordinating with the ATN and implementing all trip mitigation measures. The on-site coordinator shall be the one point of contact representing the Public Works Department
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project with the ATN. The TDM requirements shall be included in the lease or other agreement with all of the project participants.

5.14-22 Subsequent to the
certification of Final EIR No. 340, and prior to the approval of the first Final Site Plan Subsequent to the certification of Final EIR No. 340, and prior to the approval of the first Final Site Plan, if the costs of the identified improvements in the Traffic Study Report for Amendment No. 14 to the Anaheim Resort Specific Plan cannot be covered by the total funding allocation under the existing City fee programs and funding sources, an update of the existing City traffic fee program or other fee programs shall be developed by the City of Anaheim to ensure completion of the recommended improvements.

Public Works Department
WATER SUPPLY AND INFRASTRUCTURE 5.15-1 Prior to issuance of each building permit (to be implemented prior to final building and zoning inspections, and continuing on an on-going basis during project operation) Prior to issuance of each building permit (to be implemented prior to final building and zoning inspections, and continuing on an on-going basis during project operation), the property owner/ developer shall submit to the Public Utilities Department Planning and Building Department plans for review and approval which shall ensure that water conservation measures are incorporated. The water conservation measures to be shown on the plans and implemented by the property owner/developer, to the extent applicable include, but are not limited to, the following:
a. Use of low-flow sprinkler heads in irrigation systems. b. Use of waterway recirculation systems. c. Low-flow fittings, fixtures, and equipment, including low flush toilets and urinals.
d. Use of self-closing valves on drinking valves. e. Use of efficient irrigation systems such as drip irrigation and automatic systems which use moisture sensors.
f. Use of low-flow shower heads in hotels.
g. Water efficient ice-machines, dishwashers, clothes washers and other water-using appliances.

Public Utilities
Department Planning and Building Department
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h. Use of irrigation systems primarily at night when evaporation rates are lowest.
i. Provide information to the public in conspicuous places regarding water conservation.
j. Use of water conserving landscape plant materials wherever feasible.

5.15-2 Prior to issuance of each
building permit
Prior to issuance of each building permit, all water supply planning for the project will be closely coordinated with, and be subject to the review and final approval of, the Public Utilities Department, Water Engineering Division and Fire Department.

Public Utilities Department Fire Department

5.15-3 Prior to issuance of each
building permit
Prior to issuance of each building permit, water pressure greater than 80 pounds per square inch (psi) shall be reduced to 80 psi or less by means of pressure reducing valves installed at the property owner/developer’s service.

Planning and Building Department

5.15-4 Prior to the issuance of
each building permit
Prior to the issuance of each building permit, the property owner/developer shall submit a landscape and irrigation plan which shall be prepared and certified by a licensed landscape architect. The irrigation plan shall specify methods for monitoring the irrigation system. The system shall ensure that irrigation rates do not exceed the infiltration of local soils, that the application of fertilizers and pesticides do not exceed appropriate levels of frequencies, and that surface runoff and overwatering is minimized. The landscaping and irrigation plans shall include water-conserving features such as low flow irrigation heads, automatic irrigation scheduling equipment, flow sensing controls, rain sensors, soil moisture sensors, and other water-conserving equipment. The landscaping and irrigation plans shall indicate that separate irrigation lines for recycled water shall be constructed and recycled water will be used when it becomes available. All irrigation systems shall be designed so that they will function properly with recycled water.

Planning and Building Department

5.15-5 Prior to approval of the
Final Site Plan and building permits
Prior to approval of the Final Site Plan and building permits, plans shall specifically show that the water meter and backflow equipment and any other large water system equipment will be installed to the satisfaction of the Public Utilities Department, Water Engineering Division, aboveground and behind the building setback line in a manner fully screened from all public streets Public Utilities Department
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and alleys and in accordance with Ordinance No. 4156. Prior to the final building and zoning inspections, the water meter and backflow equipment and any other large water system equipment shall be installed to the satisfaction of the Public Utilities Department, Water Engineering Division, in accordance with the Final Site Plan and the building permit plans.

5.15-6 Prior to issuance of each
building permit, unless records indicate previous payment Prior to issuance of each building permit, unless records indicate previous payment, the appropriate fees for Primary Mains, Secondary Mains and Fire Protection Service shall be paid to the Public Utilities Department, Water Engineering Division in accordance with Rule 15A, and Rule 20 of the Public Utilities Department Water Rates, Rules and Regulations.

Public Utilities Department

5.15-7 Prior to final building and
zoning inspections
Prior to final building and zoning inspections, a separate water meter shall be installed for landscape water on all projects where the landscape area exceeds 2,500 square feet in accordance with Ordinance No. 6160.

Planning and Building Department

5.15-8 Prior to the issuance of the
first building permit or grading permit, whichever occurs first Prior to the issuance of the first building permit or grading permit, whichever occurs first, the property owner/developer shall comply with Rule 15E of the Public Utilities Department Water Rates, Rules, and Regulations. Rule 15E shall be amended to include:
a. Construction of a new well with a minimum 1,500 GPM capacity to serve The Anaheim Resort Area (tentative location near Ponderosa Park and Orangewood Avenue); and b. Construction of a new 16-inch water main along Harbor Boulevard from Orangewood to Chapman Avenue.

Public Utilities Department

5.15-9 Ongoing Ongoing, the City shall continue to collaborate with the Metropolitan Water District of Southern California (MWD), its member agencies, and the Orange County Water District (OCWD) to ensure that available water supplies meet anticipated demand. If it is forecasted that water demand exceeds available supplies, staff shall recommend to City Council to trigger application of the Water Conservation Ordinance (Anaheim Municipal Code, §10.18), as prescribed, to require mandatory conservation measures as authorized by Sections 10.18.070 through 10.18.090, as appropriate.

Public Utilities Department
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SEWER 5.16-1 Prior to approval of a final
subdivision map or issuance of a grading or building permit, whichever occurs first Prior to approval of a final subdivision map or issuance of a grading or building permit, whichever occurs first, the property owner/developer shall participate in the City’s Master Plan of Sewers and related Infrastructure Improvement (Fee) Program to assist in mitigating existing and future sanitary sewer system deficiencies as follows: The property owner/developer shall submit a report for review and approval of the City Engineer to assist in determining the following:
a. If the development/redevelopment (1) does not discharge into a sewer system that is currently deficient or will become deficient because of that discharge and/or (2) does not increase flows or change points of discharge, then the property owner’s/developer’s responsibility shall be limited to participation in the Infrastructure Improvement (Fee) Program. b. If the development/redevelopment (1) discharges into a sewer system that is currently deficient or will become deficient because of that discharge and/or (2) increases flows or changes points of discharge, then the property owner/developer shall be required to guarantee mitigation to the satisfaction of the City Engineer and the City Attorney of the impact prior to approval of a final subdivision map or issuance of a grading or building permit whichever occurs first, pursuant to the improvements identified in the South Central Area Sewer Deficiency Study. The property owner/developer shall be required to install the sanitary sewer facilities, as recommended by the South Central Area Sewer Deficiency Study, prior to acceptance for maintenance of public improvements by the City or final building and zoning inspections for the building/structure, whichever comes first. Additionally, the property owner/developer shall participate in the Infrastructure Improvement (Fee) Program, as determined by the City Engineer, which may include fees, credits, reimbursements, or a combination thereof. As part of guaranteeing the mitigation of impacts Public Works Department
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for the sanitary sewer system, the property owner/developer shall submit a sanitary sewer system improvement phasing plan for the project to the City Engineer for review and approval which shall contain, at a minimum, (1) a layout of the complete system, (2) all facility sizes, including support calculations, (3) construction phasing, and (4) construction estimates.

The study shall determine the impact of the project sewer flows for total build out of the project and identify local deficiencies for each project component (i.e., each hotel).

ELECTRICITY 5.17-1 Prior to issuance of each
building permit
Prior to issuance of each building permit, the property owner/develop shall consult with the City of Anaheim Public Utilities Department, Business and Community Programs Division, in order to review energy efficient measures to incorporate into the project design. Prior to the final building and zoning inspection, the property owner developer shall implement these energy efficient measures which may include the following:
a. High-efficiency air-conditioning systems with EMS (computer) control b. Variable air volume (VAV) distribution c. Outside air (100%) economizer cycle d. Staged compressors or variable speed drives to flow varying thermal loads
e. Isolated HVAC zone control by floors/separable activity areas f. Specification of premium-efficiency electric motors (i.e., compressor motors, air-handling units, and fan-coil units)
g. Use of occupancy sensors in appropriate spaces h. Use of compact fluorescent lamps i. Use of cold cathode fluorescent lamps Public Utilities Department
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j. Use of light emitting diode (LED) or equivalent energy-efficient lighting for outdoor lighting
k. Use of Energy Star® exit lighting or exit signage. l. Use of T-8 lamps and electronic ballasts where applications of standard fluorescent fixtures are identified
m. Use of lighting power controllers in association with metal-halide or high-pressure sodium (high intensity discharge) lamps for outdoor lighting and parking lots n. Consideration of thermal energy storage air-conditioning for spaces or facilities that may require air-conditioning during summer, day-peak periods. o. For swimming pools and spas, incorporate solar heating, automatic covers, and efficient pumps and motors, as feasible.
p. Consideration for participation in Advantage Services Programs such as: a. New construction design review, in which the City cost-shares engineering for up to $10,000 for design of energy efficient buildings and systems b. New Construction – cash incentives ($300 to $400 per kW reduction in load) for efficiency that exceeds Title 24 requirements c. Green Building Program – offers accelerated plan approval, financial incentives, waived plan check fees and free technical assistance.

5.17-2 Prior to final building and
zoning inspection
Prior to final building and zoning inspection, the property owner/developer shall install an underground electrical service from the Public Utilities Distribution System. The Underground Service will be installed in accordance with the Electric Rules, Rates, Regulations and Electrical Specifications for Underground Systems. Electrical Service Fees and other Public Utilities Department
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applicable fees will be assessed in accordance with the Electric Rules, Rates, Regulations and Electrical Specifications for Underground Systems.

5.17-3 Prior to issuance of each
building permit
Prior to issuance of each building permit, the property owner/developer shall submit plans and calculations to the City of Anaheim Planning and Building Department, Building Division, to demonstrate that the energy efficiency of each building will exceed the Title 24 Energy Efficiency Standards for Residential and Nonresidential Buildings current at the time of application by at least 10 percent.

Planning and Building Department

5.17-4 Prior to approval of a Final
Site Plan
Prior to approval of a Final Site Plan, the property owner/developer shall coordinate with the Public Utilities Department to incorporate feasible renewable energy generation measures into the project. These measures may include but not be limited to use of solar and small wind turbine sources on new and existing facilities and the use of solar powered lighting in parking areas.

Public Utilities Department
STORM WATER 5.18-1 Prior to approval of a final
subdivision map, or issuance of a grading or building permit, whichever occurs first Prior to approval of a final subdivision map, or issuance of a grading or building permit, whichever occurs first, the property owner/developer shall participate in the City’s Master Plan of Storm Drains and related Infrastructure Improvement (Fee) Program to assist in mitigating existing and future storm drainage system deficiencies as follows: The property owner/developer shall submit a report for review and approval by the City Engineer to assist with determining the following:
a. If the specific development/redevelopment does not increase or redirect current or historic storm water quantities/flows, then the property owner/developer’s responsibility shall be limited to participation in the Infrastructure Improvement (Fee) Program to provide storm drainage facilities in 10- and 25-year storm frequencies and to protect properties/structures for a 100-year storm frequency. b. If the specific development/redevelopment increases or redirects the current or historic storm water quantity/flow, then the property Public Works Department
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owner/developer shall be required to guarantee mitigation to the satisfaction of the City Engineer and City Attorney’s office of the impact prior to approval of a final subdivision map or issuance of a grading or building permit, whichever occurs first, pursuant to the improvements identified in the Master Plan of Drainage for the South Central Area. The property owner/developer shall be required to install the storm drainage facilities as recommended by the Master Plan of Drainage for the South Central Area to provide storm drainage facilities for 10- and 25-year storm frequencies and to protect properties/structures for a 100-year storm frequency prior to acceptance for maintenance of public improvements by the City or final building and zoning inspection for the building/structure, whichever occurs first. Additionally, the property owner/developer shall participate in the Infrastructure Improvement (Fee) Program as determined by the City Engineer which could include fees, credits, reimbursements, or a combination thereof. As part of guaranteeing the mitigation of impacts on the storm drainage system, a storm drainage system improvement phasing plan for the project shall be submitted by the property owner/developer to the City Engineer for review and approval and shall contain, at a minimum, (1) a layout of the complete system; (2) all facility sizes, including support calculations; (3) construction phasing; and, (4) construction estimates.

5.18-2 Ongoing Ongoing, the City shall work with the Orange County Flood Control District (OCFCD) to ensure that flood control facilities are well maintained and capable of accommodating, at a minimum, future 25-year storm flows for City-owned and maintained facilities, and 100-year storm flows for County facilities. Where improvements to local drainage facilities have the potential to increase discharges to County facilities, the City shall analyze potential impacts to County facilities in consultation with the Manager, County of Orange Flood Control Division. Encroachment Permits shall be obtained from the County’s Public Property Permits Section for any activity performed within OCFCD’s right of way.

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5.18-3 Prior to the issuance of
building permits
Prior to the issuance of building permits, the City shall require that building plans indicate that new developments will minimize stormwater and urban runoff into drainage facilities by incorporating design features such as detention basins, on-site water features, and other strategies.

Planning and Building Department

OTHER PUBLIC UTILITIES
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5.19-1 Prior to issuance of each
building permit; to be implemented prior to final building and zoning Inspection Prior to issuance of each building permit; to be implemented prior to final building and zoning Inspection, the property owner/developer shall submit project plans to the Public Works Department for review and approval to ensure that the plans comply with AB 939, the Solid Waste Reduction Act of 1989, as administered by the City of Anaheim and the County of Orange and City of Anaheim Integrated Waste Management Plans. Prior to final building and zoning inspection, implementation of said plan shall commence and shall remain in full effect. Waste management mitigation measures that shall be taken to reduce solid waste generation include, but are not limited to:
a. Detailing the location and design of on-site recycling facilities. b. Providing on-site recycling receptacles to encourage recycling. c. Complying with all Federal, State and City regulation for hazardous material disposal.
d. Participating in the City of Anaheim’s “Recycle Anaheim” program or other substitute program as may be developed by the City.

In order to meet the requirements of the Solid Waste Reduction Act of 1989 (AB 939), the property owner/developer shall implement numerous solid waste reduction programs, as required by the Public Works Department, including, but not limited to:
a. Facilitating recycling by providing chutes or convenient locations for sorting and recycling bins.
b. Facilitating cardboard recycling (especially in retail areas) by providing adequate space and centralized locations for collection and storing. c. Facilitating glass recycling (especially from restaurants) by providing adequate space for sorting and storing.
d. Providing trash compactors for non-recyclable materials whenever feasible to reduce the total volume of solid waste and the number of trips required for collection. e. Prohibiting curbside pick-up.

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5.19-2 Ongoing during project
operation
Ongoing during project operation, the following practices shall be implemented, as feasible, by the property owner/developer:
a. Usage of recycled paper products for stationary, letterhead, and packaging.
b. Recovery of materials such as aluminum and cardboard. c. Collection of office paper for recycling. d. Collection of polystyrene (foam) cups for recycling. e. Collection of glass, plastics, kitchen grease, laser printer toner cartridges, oil, batteries, and scrap metal for recycling or recovery.

Public Works Department

5.19-3 Prior to issuance of
building permits
Prior to issuance of building permits, plans shall show that trash storage areas shall be provided and maintained in a location acceptable to the City of Anaheim Department of Public Works, Operations Division. On an ongoing basis, trash storage areas shall be provided and maintained in accordance with approved plans on file with said Department.

Public Works Department

5.19-4 Prior to issuance of each
building permit,
Prior to issuance of each building permit, the Property Owner/Developer shall demonstrate that the plans include provisions for the installation of trash and recycle receptacles near all benches and near high traffic areas such as plazas, transit stops and retail and dining establishments.

Public Works Department

5.19-5 Prior to issuance of each
grading and building permit
Prior to issuance of each grading and building permit, the Property Owner/Developer shall submit to the Planning Director or Planning Services Manager for approval a Construction Waste Management Plan that, at a minimum, specifies that at least 75 percent of non-hazardous construction and demolition debris shall be recycled or salvaged and identifies the materials to be diverted from disposal and whether the materials will be sorted on site or co-mingled.

Planning and Building Department
Appendix B
Traffic Counts

Intersection Peak Period Counts

Location ID: 1
North/South: Walnut Street Date:

East/West: Ball Road City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 16 45 13 5 90 28 63 32 12 13 190 13 5207:15 24 55 20 7 110 43 82 45 21 21 258 9 6957:30 33 57 18 1 144 16 84 66 34 61 248 26 7887:45 33 74 15 7 143 27 81 77 42 72 224 24 8198:00 27 74 9 19 129 41 55 61 30 58 196 17 7168:15 22 88 10 8 106 38 51 46 11 23 170 14 5878:30 21 39 6 2 105 22 48 35 9 13 190 8 4988:45 19 41 14 4 109 26 62 39 10 8 141 4 477 Total Volume: 195 473 105 53 936 241 526 401 169 269 1617 115 5100 Approach % 25% 61% 14% 4% 76% 20% 48% 37% 15% 13% 81% 6% Peak Hr Begin: 7:15
PHV 117 260 62 34 526 127 302 249 127 212 926 76 3018
PHF 0.921
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.900 0.909 0.848 0.906
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 1
North/South: Walnut Street Date:

East/West: Ball Road City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 25 52 14 16 227 59 52 47 27 41 137 14 71116:15 30 74 18 6 237 50 64 68 32 28 161 12 78016:30 17 76 12 13 229 52 56 48 20 25 157 11 71616:45 22 86 16 4 251 52 64 67 30 22 170 11 79517:00 25 78 15 9 221 62 46 68 27 16 160 15 74217:15 27 81 10 10 274 43 71 49 19 21 140 20 76517:30 16 56 6 11 200 50 62 57 12 17 143 19 64917:45 20 65 11 10 239 41 55 59 19 19 141 10 689 Total Volume: 182 568 102 79 1878 409 470 463 186 189 1209 112 5847 Approach % 21% 67% 12% 3% 79% 17% 42% 41% 17% 13% 80% 7% Peak Hr Begin: 16:15
PHV 94 314 61 32 938 216 230 251 109 91 648 49 3033
PHF 0.954
Westbound Northbound Eastbound
Totals:

0.946 0.966 0.899 0.970
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound
Location ID: 1
North/South: Walnut Street Date:

East/West: Ball Road City: Anaheim, CA
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
6091400010316020118082412062810100701000302000101001010031401112 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
100221015 0 15 0 2 1 1 2224090203112222000003000006010201031100101501012 Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/19/22
North East South
Location ID: 2
North/South: Flore St / West Pl Date:

East/West: Ball Road City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 0 1 9 1 129 85 9 0 2 25 195 0 4567:15 1 3 8 5 151 92 51 0 9 48 285 0 6537:30 1 5 11 2 165 110 24 0 4 38 298 1 6597:45 1 3 10 4 185 78 19 1 3 21 267 0 5928:00 1 2 5 3 180 64 20 0 5 21 256 0 5578:15 0 1 6 3 149 90 18 0 6 29 279 1 5828:30 0 2 11 2 118 84 10 1 2 22 229 1 4828:45 0 1 7 5 140 59 17 0 2 22 208 0 461 Total Volume: 4 18 67 25 1217 662 168 2 33 226 2017 3 4442 Approach % 4% 20% 75% 1% 64% 35% 83% 1% 16% 10% 90% 0%
Peak Hr Begin: 7:15
PHV 4 13 34 14 681 344 114 1 21 128 1106 1 2461
PHF 0.934
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.750 0.938 0.567 0.916
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 2
North/South: Flore St / West Pl Date:

East/West: Ball Road City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 1 0 3 8 275 64 74 0 18 20 180 1 64416:15 1 0 2 9 274 66 76 3 23 28 217 3 70216:30 0 0 3 8 262 64 76 0 18 19 211 0 66116:45 0 0 7 5 261 51 65 0 28 16 220 3 65617:00 0 1 4 9 294 57 57 0 19 9 207 2 65917:15 2 0 2 10 305 43 78 0 14 8 245 1 70817:30 1 0 2 7 267 38 64 0 16 13 184 3 59517:45 0 0 2 6 274 47 70 1 15 11 205 1 632 Total Volume: 5 1 25 62 2212 430 560 4 151 124 1669 14 5257 Approach % 16% 3% 81% 2% 82% 16% 78% 1% 21% 7% 92% 1%
Peak Hr Begin: 16:30
PHV 2 1 16 32 1122 215 276 0 79 52 883 6 2684
PHF 0.948
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound Westbound Northbound Eastbound
Totals:

0.679 0.951 0.944 0.926
Location ID: 2
North/South: Flore St / West Pl Date:

East/West: Ball Road City: Anaheim, CA
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
2010500000204000006241000010620010000000000020000000321010209100 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0010200010504120020042000000420001218020000050002010101000002010 South West
Pedestrian/Bicycle Count Report
04/19/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 3
North/South: Disneyland Drive Date:East/West: I‐5 SB Ramps City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 0 53 0 1 0 168 153 14 0 0 0 0 3897:15 0 84 0 1 0 178 199 13 0 0 0 0 4757:30 0 85 0 1 0 218 164 16 0 0 0 0 4847:45 0 112 0 2 0 235 190 21 0 0 0 0 5608:00 0 71 0 6 0 283 156 18 0 0 0 0 5348:15 0 61 0 5 0 253 154 17 0 0 0 0 4908:30 0 61 0 10 0 280 158 13 0 0 0 0 5228:45 0 32 0 2 0 257 146 14 0 0 0 0 451 Total Volume: 0 559 0 28 0 1872 1320 126 0000 3905
Approach % 0% 100% 0% 1% 0% 99% 91% 9% 0% 0% 0% 0%
Peak Hr Begin: 7:45
PHV 0 305 0 23 0 1051 658 69 0000 2106
PHF 0.940
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.681 0.926 0.861 0.000
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 3
North/South: Disneyland Drive Date:East/West: I‐5 SB Ramps City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 0 39 0 14 0 168 275 35 0 0 0 0 53116:15 0 34 0 8 0 187 318 34 0 0 0 0 58116:30 0 39 0 17 0 163 332 39 0 0 0 0 59016:45 0 33 0 10 0 184 301 43 0 0 0 0 57117:00 0 25 0 13 0 165 353 42 0 0 0 0 59817:15 0 35 0 7 0 131 363 38 0 0 0 0 57417:30 0 38 0 10 0 176 280 43 0 0 0 0 54717:45 0 30 0 10 0 171 283 34 0 0 0 0 528 Total Volume: 0 273 0 89 0 1345 2505 308 0000 4520
Approach % 0% 100% 0% 6% 0% 94% 89% 11% 0% 0% 0% 0%
Peak Hr Begin: 16:15
PHV 0 131 0 48 0 699 1304 158 0000 2340
PHF 0.978
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound Westbound Northbound Eastbound
Totals:

0.840 0.958 0.925 0.000
Location ID: 3
North/South: Disneyland Drive Date:East/West: I‐5 SB Ramps City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0000000000000000000000000000000000000000000000000000000000000000 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0000000000000000000000000000000000000000000000000000000000000000 South West
Pedestrian/Bicycle Count Report
04/19/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 4
North/South: Disneyland Drive Date:East/West: Ball Road City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 43 98 50 18 141 107 23 54 22 12 121 86 7757:15 40 110 50 28 197 146 42 86 33 25 217 82 10567:30 38 98 74 20 230 174 52 65 31 33 225 88 11287:45 22 115 82 24 215 144 53 93 54 33 180 85 11008:00 41 137 65 35 187 175 47 61 47 30 174 77 10768:15 40 92 58 27 192 177 47 42 34 44 189 76 10188:30 30 103 66 20 165 188 44 61 31 18 143 85 9548:45 25 125 44 22 147 173 49 72 50 35 135 72 949 Total Volume: 279 878 489 194 1474 1284 357 534 302 230 1384 651 8056 Approach % 17% 53% 30% 7% 50% 43% 30% 45% 25% 10% 61% 29% Peak Hr Begin: 7:15
PHV 141 460 271 107 829 639 194 305 165 121 796 332 4360 PHF 0.966
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.897 0.929 0.830 0.902
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 4
North/South: Disneyland Drive Date:East/West: Ball Road City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 23 139 41 27 317 83 92 118 37 21 172 101 117116:15 29 124 56 27 308 95 100 149 35 23 168 74 118816:30 33 127 44 32 261 127 99 169 42 21 174 85 121416:45 26 121 40 35 286 80 125 141 31 17 201 86 118917:00 29 129 33 27 310 112 106 202 39 19 168 79 125317:15 29 136 35 25 293 101 86 178 35 30 174 91 121317:30 25 115 47 27 223 89 81 131 33 20 161 95 104717:45 27 133 31 37 251 95 108 121 51 22 193 81 1150 Total Volume: 221 1024 327 237 2249 782 797 1209 303 173 1411 692 9425 Approach % 14% 65% 21% 7% 69% 24% 35% 52% 13% 8% 62% 30% Peak Hr Begin: 16:30
PHV 117 513 152 119 1150 420 416 690 147 87 717 341 4869 PHF 0.971
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound Westbound Northbound Eastbound
Totals:

0.958 0.940 0.903 0.942
Location ID: 4
North/South: Disneyland Drive Date:East/West: Ball Road City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
104030207 0 12 0 13 0 7 00 0 0 0 17 0 8 050509000607030308 0 11 0 6 0 0 00 0 0 0 12 1 5 010016010 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
3 1 0 0 13 0 4 02 0 3 0 9 0 10 0202050202100003010008010701020006060300010101020 South West
Pedestrian/Bicycle Count Report
04/19/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 5
North/South: Disneyland Drive Date:East/West: Katella Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 27 39 16 21 98 25 12 63 22 31 223 46 6237:15 40 59 42 41 116 38 14 76 35 43 227 39 7707:30 39 55 17 49 156 19 31 88 57 53 266 40 8707:45 30 32 26 69 154 27 31 78 50 62 352 40 9518:00 24 38 23 51 104 24 30 97 57 72 235 38 7938:15 25 34 35 58 161 17 31 61 43 43 230 54 7928:30 16 26 20 67 109 24 19 64 30 34 218 30 6578:45 22 26 25 60 129 26 17 57 26 37 166 24 615 Total Volume: 223 309 204 416 1027 200 185 584 320 375 1917 311 6071 Approach % 30% 42% 28% 25% 63% 12% 17% 54% 29% 14% 74% 12% Peak Hr Begin: 7:30
PHV 118 159 101 227 575 87 123 324 207 230 1083 172 3406 PHF 0.895
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.851 0.889 0.889 0.818
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 5
North/South: Disneyland Drive Date:East/West: Katella Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 28 82 54 43 240 44 35 80 36 44 154 28 86816:15 33 50 59 35 308 35 24 77 51 48 177 19 91616:30 32 72 57 47 285 34 39 113 61 40 167 23 97016:45 36 85 39 35 305 45 38 70 53 40 192 15 95317:00 28 65 59 39 323 40 32 59 64 50 181 20 96017:15 29 83 56 41 264 31 39 83 52 41 143 21 88317:30 22 74 41 51 339 27 35 64 52 38 181 14 93817:45 28 72 35 50 252 54 36 73 36 57 189 35 917 Total Volume: 236 583 400 341 2316 310 278 619 405 358 1384 175 7405 Approach % 19% 48% 33% 11% 78% 10% 21% 48% 31% 19% 72% 9% Peak Hr Begin: 16:15
PHV 129 272 214 156 1221 154 133 319 229 178 717 77 3799 PHF 0.979
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound Westbound Northbound Eastbound
Totals:

0.955 0.952 0.799 0.968
Location ID: 5
North/South: Disneyland Drive Date:East/West: Katella Avenue City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
3 0 32 1 8 0 13 04 0 44 1 5 1 42 0
15 0 40 1 12 1 75 019 0 47 0 2 0 103 0
8 2 43 1 3 0 55 04 0 42 0 15 0 64 02 0 16 0 3 0 35 04 0 46 0 7 0 29 1 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0 1 18 2 6 0 22 01 0 3 0 0 0 17 05 0 12 2 2 0 17 06 0 16 0 1 1 16 17 0 36 0 8 0 12 12 1 29 0 0 0 18 03 0 27 0 0 0 27 13 0 37 0 6 0 58 1 South West
Pedestrian/Bicycle Count Report
04/19/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 6
North/South: Cast Place Date:

East/West: Ball Road City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 0 0 3 4 304 35 26 0 13 14 150 3 5527:15 4 0 1 8 336 33 68 0 38 27 252 4 7717:30 7 0 4 3 353 32 36 0 21 30 286 1 7737:45 9 0 2 7 365 44 39 0 20 35 249 7 7778:00 4 0 0 6 372 50 43 0 22 35 228 2 7628:15 4 0 3 5 365 36 21 0 20 33 266 0 7538:30 2 0 5 3 342 56 17 0 19 23 190 2 6598:45 0 0 1 2 315 36 19 0 11 27 205 1 617 Total Volume: 30 0 19 38 2752 322 269 0 164 224 1826 20 5664 Approach % 61% 0% 39% 1% 88% 10% 62% 0% 38% 11% 88% 1%
Peak Hr Begin: 7:15
PHV 24 0 7 24 1426 159 186 0 101 127 1015 14 3083
PHF 0.992
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.705 0.940 0.677 0.912
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 6
North/South: Cast Place Date:

East/West: Ball Road City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 2 0 0 1 402 20 35 0 14 26 277 1 77816:15 2 0 3 6 374 23 32 0 17 23 289 3 77216:30 11 0 6 4 378 26 42 0 25 31 278 1 80216:45 6 0 3 4 389 16 41 0 31 20 328 2 84017:00 2 0 3 1 404 19 39 0 28 14 282 1 79317:15 3 0 0 3 392 17 37 0 25 9 274 2 76217:30 2 0 3 1 355 20 32 0 22 25 264 1 72517:45 6 0 1 5 340 19 21 0 24 14 312 1 743 Total Volume: 34 0 19 25 3034 160 279 0 186 162 2304 12 6215 Approach % 64% 0% 36% 1% 94% 5% 60% 0% 40% 7% 93% 0%
Peak Hr Begin: 16:15
PHV 21 0 15 15 1545 84 154 0 101 88 1177 7 3207
PHF 0.954
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound Westbound Northbound Eastbound
Totals:

0.529 0.969 0.885 0.909
Location ID: 6
North/South: Cast Place Date:

East/West: Ball Road City: Anaheim, CA
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
2000602010003000000070000000813000000010302060000000710010005000 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0000400011006100300032002000322000407100000030002000200010002000 South West
Pedestrian/Bicycle Count Report
04/19/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 7
North/South: Harbor Blvd Date:East/West: Ball Road City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 81 178 14 18 190 33 58 98 166 53 110 22 10217:15 85 235 27 8 174 35 54 97 182 101 184 33 12157:30 88 271 23 14 220 29 47 133 195 118 162 42 13427:45 87 198 35 18 207 41 66 135 183 90 165 44 12698:00 82 169 23 23 241 42 48 112 190 82 171 35 12188:15 96 220 34 6 227 28 50 123 205 87 115 37 12288:30 90 149 26 13 216 25 70 128 165 73 120 31 11068:45 60 122 20 18 229 45 42 100 140 71 136 33 1016 Total Volume: 669 1542 202 118 1704 278 435 926 1426 675 1163 277 9415 Approach % 28% 64% 8% 6% 81% 13% 16% 33% 51% 32% 55% 13% Peak Hr Begin: 7:30
PHV 353 858 115 61 895 140 211 503 773 377 613 158 5057 PHF 0.942
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.868 0.895 0.968 0.891
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 7
North/South: Harbor Blvd Date:East/West: Ball Road City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 86 196 16 14 297 33 71 222 158 79 163 44 137916:15 69 142 25 21 318 62 61 194 174 89 171 74 140016:30 70 169 28 20 344 49 72 193 152 84 214 54 144916:45 65 192 29 18 294 38 73 237 160 107 178 60 145117:00 82 157 23 19 308 30 71 232 176 105 161 72 143617:15 63 162 11 20 336 40 71 196 138 99 175 77 138817:30 64 150 23 19 308 25 62 201 166 75 145 55 129317:45 66 172 19 17 261 34 64 226 163 67 168 61 1318 Total Volume: 565 1340 174 148 2466 311 545 1701 1287 705 1375 497 11114 Approach % 27% 64% 8% 5% 84% 11% 15% 48% 36% 27% 53% 19% Peak Hr Begin: 16:15
PHV 286 660 105 78 1264 179 277 856 662 385 724 260 5736 PHF 0.988
Westbound Northbound Eastbound
Totals:

0.919 0.921 0.937 0.972
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound
Location ID: 7
North/South: Harbor Blvd Date:East/West: Ball Road City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
102151506 0 10 0 10 0 6 02 0 8 1 12 1 23 06 1 2 0 5 1 20 020502070606001904010131021201120 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
112010815060208060100030503012502060712020203131204140503 2 4 0 0 0 11 0 Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/19/22
North East South
Location ID: 8
North/South: Harbor Blvd Date:East/West: I‐5 NB Ramps City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 0 288 0 137 0 12 41 151 0 0 0 0 6297:15 0 346 3 204 0 33 37 142 0 0 0 0 7657:30 0 351 4 232 0 29 56 174 0 0 0 0 8467:45 0 312 1 235 0 30 73 208 0 0 0 0 8598:00 0 265 4 188 0 28 85 192 0 0 0 0 7628:15 0 279 3 216 0 22 70 171 0 0 0 0 7618:30 0 249 5 172 0 28 66 159 0 0 0 0 6798:45 0 201 4 184 0 37 58 180 0 0 0 0 664 Total Volume: 0 2291 24 1568 0 219 486 1377 0000 5965
Approach % 0% 99% 1% 88% 0% 12% 26% 74% 0% 0% 0% 0%
Peak Hr Begin: 7:15
PHV 0 1274 12 859 0 120 251 716 0000 3232
PHF 0.941
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.906 0.924 0.860 0.000
Southbound Westbound Northbound Eastbound
04/21/22
Location ID: 8
North/South: Harbor Blvd Date:East/West: I‐5 NB Ramps City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 0 303 4 233 0 26 115 260 0 0 0 0 94116:15 0 305 7 202 0 27 117 237 0 0 0 0 89516:30 0 307 2 229 0 23 138 253 0 0 0 0 95216:45 0 331 2 195 0 23 107 262 0 0 0 0 92017:00 0 297 8 211 0 15 106 229 0 0 0 0 86617:15 0 301 1 165 0 18 112 305 0 0 0 0 90217:30 0 297 5 218 0 16 131 267 0 0 0 0 93417:45 0 266 4 210 0 11 97 279 0 0 0 0 867 Total Volume: 0 2407 33 1663 0 159 923 2092 0000 7277
Approach % 0% 99% 1% 91% 0% 9% 31% 69% 0% 0% 0% 0%
Peak Hr Begin: 16:00
PHV 0 1246 15 859 0 99 477 1012 0000 3708
PHF 0.974
Westbound Northbound Eastbound
Totals:

0.947 0.925 0.952 0.000
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/21/22
Southbound
Location ID: 8
North/South: Harbor Blvd Date:East/West: I‐5 NB Ramps City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0 0 15 0 0 0 0 00 0 10 1 0 0 0 00 0 12 0 0 0 0 000700000005000001 0 19 1 0 0 0 00001000000420000 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0010000000510000006000000020000000100000003100000010000000710000 Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/21/22
North East South
Location ID: 9
North/South: Harbor Blvd Date:East/West: I‐5 SB Ramps City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 164 141 0 0 0 0 0 129 13 60 0 55 5627:15 248 156 0 0 0 0 0 137 12 54 0 34 6417:30 185 185 0 0 0 0 0 188 11 81 0 43 6937:45 167 183 0 0 0 0 0 211 13 87 0 59 7208:00 130 179 0 0 0 0 0 216 6 74 0 66 6718:15 135 165 0 0 0 0 0 185 13 69 0 58 6258:30 116 168 0 0 0 0 0 167 19 75 0 56 6018:45 98 143 0 0 0 0 0 180 10 74 0 58 563 Total Volume: 1243 1320 00000 1413 97 574 0 429 5076
Approach % 48% 52% 0% 0% 0% 0% 0% 94% 6% 57% 0% 43%
Peak Hr Begin: 7:15
PHV 730 703 0 0 0 0 0 752 42 296 0 202 2725
PHF 0.946
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.887 0.000 0.886 0.853
Southbound Westbound Northbound Eastbound
04/21/22
Location ID: 9
North/South: Harbor Blvd Date:East/West: I‐5 SB Ramps City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 142 172 0 0 0 0 0 308 17 97 0 67 80316:15 156 196 0 0 0 0 0 279 11 71 0 79 79216:30 160 172 0 0 0 0 0 316 16 104 0 63 83116:45 168 177 0 0 0 0 0 291 13 86 0 73 80817:00 154 170 0 0 0 0 0 276 14 94 0 74 78217:15 158 167 0 0 0 0 0 354 18 98 0 61 85617:30 152 174 0 0 0 0 0 325 15 81 0 70 81717:45 130 123 0 0 0 0 0 305 16 80 0 69 723 Total Volume: 1220 1351 00000 2454 120 711 0 556 6412
Approach % 47% 53% 0% 0% 0% 0% 0% 95% 5% 56% 0% 44%
Peak Hr Begin: 16:30
PHV 640 686 0 0 0 0 0 1237 61 382 0 271 3277
PHF 0.957
Westbound Northbound Eastbound
Totals:

0.961 0.000 0.872 0.972
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/21/22
Southbound
Location ID: 9
North/South: Harbor Blvd Date:East/West: I‐5 SB Ramps City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0 0 0 0 0 0 17 00 0 0 0 0 0 21 00 0 0 0 0 0 25 00 0 0 0 0 0 15 10 0 0 0 0 0 27 10 0 0 0 0 0 22 00 0 0 0 0 0 24 00 0 0 0 0 0 13 1 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
00000051000000300000006000000081000000600 0 0 0 0 0 20 1000000200 0 0 0 0 0 16 0 Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/21/22
North East South
Location ID: 10
North/South: Harbor Blvd Date:East/West: Manchester Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: R T L R T L R TU‐Turn R T L
7:00 0 170 49 20 0 7 12 124 15 0 0 0 3977:15 0 148 37 37 0 5 8 106 17 0 0 0 3587:30 0 217 42 32 0 16 15 169 43 0 0 0 5347:45 0 193 51 42 0 19 13 169 30 0 0 0 5178:00 0 214 33 36 0 13 12 181 23 0 0 0 5128:15 0 191 50 26 0 8 16 169 37 0 0 0 4978:30 0 199 43 20 0 9 10 164 36 0 0 0 4818:45 0 176 25 24 0 12 19 166 32 0 0 0 454 Total Volume: 0 1508 330 237 0 89 105 1248 233 0 0 0 3750 Approach % 0% 82% 18% 73% 0% 27% 7% 79% 15% 0% 0% 0%
Peak Hr Begin: 7:30
PHV 0 815 176 136 0 56 56 688 133 0 0 0 2060
PHF 0.964
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.957 0.787 0.966 0.000
Southbound Westbound Northbound Eastbound
4/21/2022
Location ID: 10
North/South: Harbor Blvd Date:East/West: Manchester Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: R T L R T L R TU‐Turn R T L
16:00 0 217 44 74 0 16 18 249 27 0 0 0 64516:15 0 216 43 52 0 8 10 226 30 0 0 0 58516:30 0 203 50 71 0 20 10 223 29 0 0 0 60616:45 0 215 39 59 0 13 16 252 28 0 0 0 62217:00 0 228 37 58 0 8 16 215 35 0 0 0 59717:15 0 219 41 78 0 9 10 267 32 0 0 0 65617:30 0 218 36 69 0 15 14 270 32 0 0 0 65417:45 0 169 27 68 0 14 13 261 24 0 0 0 576 Total Volume: 0 1685 317 529 0 103 107 1963 237 0 0 0 4941 Approach % 0% 84% 16% 84% 0% 16% 5% 85% 10% 0% 0% 0%
Peak Hr Begin: 16:45
PHV 0 880 153 264 0 45 56 1004 127 0 0 0 2529
PHF 0.964
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/21/22
Southbound Westbound Northbound Eastbound
Totals:

0.975 0.888 0.939 0.000
Location ID: 10
North/South: Harbor Blvd Date:East/West: Manchester Avenue City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0 0 35 0 19 0 0 00 0 43 0 32 0 0 00 0 57 1 14 0 0 00 0 69 0 39 0 0 00 0 37 0 5 0 0 00 0 42 1 8 0 0 00 0 40 0 15 0 0 00 0 32 2 12 0 0 0 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0 0 15 0 2 0 0 00 0 22 2 5 0 0 00 0 27 0 4 0 0 00 0 26 0 6 0 0 0008080000 0 39 1 17 0 0 00 0 28 1 5 0 0 00 0 18 1 4 0 0 0 South West
Pedestrian/Bicycle Count Report
04/21/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 11
North/South: Harbor Blvd Date:East/West: Disney Way City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 0 139 16 18 2 6 7 100 0 0 0 0 2887:15 0 120 21 29 3 3 11 114 0 0 4 0 3057:30 0 199 32 29 7 15 13 154 0 0 4 0 4537:45 1 168 34 25 6 16 11 177 1 1 7 0 4478:00 0 179 23 40 7 18 9 141 1 1 7 0 4268:15 0 152 22 29 10 16 8 149 1 1 11 0 3998:30 0 153 28 33 6 16 7 140 0 0 8 0 3918:45 0 165 39 35 6 10 13 152 0 0 9 0 429 Total Volume: 1 1275 215 238 47 100 79 1127 3 3 50 0 3138 Approach % 0% 86% 14% 62% 12% 26% 7% 93% 0% 6% 94% 0%
Peak Hr Begin: 7:30
PHV 1 698 111 123 30 65 41 621 3 3 29 0 1725
PHF 0.952
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.877 0.838 0.880 0.667
Southbound Westbound Northbound Eastbound
04/21/22
Location ID: 11
North/South: Harbor Blvd Date:East/West: Disney Way City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 0 197 26 30 5 18 12 193 0 0 5 0 48616:15 1 160 41 37 6 24 17 211 1 0 3 0 50116:30 0 177 34 39 2 27 16 201 0 0 6 0 50216:45 0 184 41 44 5 17 23 221 0 0 4 0 53917:00 1 173 32 54 5 20 14 179 0 2 4 0 48417:15 0 178 34 31 7 22 15 240 0 0 5 0 53217:30 0 186 30 38 4 18 17 228 0 0 7 0 52817:45 0 153 39 37 7 20 23 223 0 0 5 0 507 Total Volume: 2 1408 277 310 41 166 137 1696 1 2 39 0 4079 Approach % 0% 83% 16% 60% 8% 32% 7% 92% 0% 5% 95% 0%
Peak Hr Begin: 16:45
PHV 1 721 137 167 21 77 69 868 0 2 20 0 2083
PHF 0.966
Westbound Northbound Eastbound
Totals:

0.954 0.839 0.919 0.786
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/21/22
Southbound
Location ID: 11
North/South: Harbor Blvd Date:East/West: Disney Way City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
129 1 28 0 62 0 118 0
79 0 58 0 59 0 184 0
123 0 89 1 108 0 256 0106 0 104 0 231 0 306 0
70 0 97 1 71 0 208 074 0 73 1 53 0 136 087 0 83 1 109 0 145 059 0 55 1 89 0 241 0 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
52 0 58 1 51 0 92 046 0 59 1 34 0 102 025 0 93 0 59 0 103 057 0 68 0 41 0 108 153 0 88 0 54 0 106 055 1 74 1 123 0 152 252 0 71 0 56 0 125 070 0 89 0 78 0 136 1 Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/21/22
North East South
Location ID: 12
North/South: Harbor Blvd Date:East/West: Katella Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 17 104 11 15 105 30 19 67 20 19 173 29 6097:15 26 81 14 12 138 46 16 96 28 15 228 22 7227:30 33 135 10 15 159 54 27 119 23 16 306 33 9307:45 26 162 15 13 180 56 21 146 17 20 250 32 9388:00 32 156 12 30 162 40 19 96 17 24 188 36 8128:15 27 121 8 20 171 57 28 128 36 25 252 21 8948:30 31 132 12 18 134 52 23 91 17 29 193 31 7638:45 34 127 21 21 187 46 23 131 24 28 177 29 848 Total Volume: 226 1018 103 144 1236 381 176 874 182 176 1767 233 6516 Approach % 17% 76% 8% 8% 70% 22% 14% 71% 15% 8% 81% 11% Peak Hr Begin: 7:30
PHV 118 574 45 78 672 207 95 489 93 85 996 122 3574
PHF 0.953
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.908 0.961 0.882 0.847
Southbound Westbound Northbound Eastbound
04/21/22
Location ID: 12
North/South: Harbor Blvd Date:East/West: Katella Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 34 158 16 28 319 65 33 127 28 29 194 31 106216:15 42 122 16 20 267 42 38 158 36 32 227 42 104216:30 33 119 15 23 308 53 40 141 49 41 238 52 111216:45 39 178 11 23 343 60 52 169 36 42 221 43 121717:00 32 149 17 22 300 66 38 137 32 37 226 46 110217:15 37 149 12 24 262 61 51 161 46 56 243 58 116017:30 37 148 21 19 360 58 46 167 36 42 231 43 120817:45 31 148 18 28 301 55 49 176 30 30 194 36 1096 Total Volume: 285 1171 126 187 2460 460 347 1236 293 309 1774 351 8999 Approach % 18% 74% 8% 6% 79% 15% 18% 66% 16% 13% 73% 14% Peak Hr Begin: 16:45
PHV 145 624 61 88 1265 245 187 634 150 177 921 190 4687 PHF 0.963
Westbound Northbound Eastbound
Totals:

0.910 0.914 0.941 0.902
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/21/22
Southbound
Location ID: 12
North/South: Harbor Blvd Date:East/West: Katella Avenue City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
21 0 38 0 10 1 117 144 1 32 0 10 0 139 056 2 58 0 15 0 227 049 1 70 0 24 0 272 039 0 42 0 7 0 99 0 9 0 32 2 26 0 98 0
45 0 49 1 14 0 120 031 0 31 1 17 0 126 0
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
20 1 28 1 18 0 113 032 1 36 0 14 1 52 126 0 61 2 18 2 95 022 3 45 1 20 1 90 338 1 53 1 12 1 116 172 1 36 0 18 0 121 251 0 71 0 17 1 107 042 3 75 1 15 0 110 2 Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/21/22
North East South
Location ID: 13
North/South: Harbor Blvd Date:East/West: Convention Way City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 22 92 13 1 0 0 9 108 14 18 1 12 2907:15 30 99 18 1 0 1 21 137 31 13 1 8 3607:30 48 112 26 3 0 0 27 159 26 19 5 22 4477:45 40 131 28 4 0 0 32 151 29 12 0 16 4438:00 30 132 36 4 0 0 17 136 18 14 0 16 4038:15 38 135 25 3 0 1 27 129 28 17 2 12 4178:30 33 107 23 1 0 0 13 113 24 4 2 15 3358:45 25 112 21 2 0 1 25 108 10 14 0 20 338 Total Volume: 266 920 190 19 0 3 171 1041 180 111 11 121 3033 Approach % 19% 67% 14% 86% 0% 14% 12% 75% 13% 46% 5% 50% Peak Hr Begin: 7:30
PHV 156 510 115 14 0 1 103 575 101 62 7 66 1710
PHF 0.956
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.981 0.938 0.919 0.734
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 13
North/South: Harbor Blvd Date:East/West: Convention Way City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 43 179 11 8 0 2 5 190 11 25 1 21 49616:15 25 157 14 17 0 13 2 171 29 31 1 16 47616:30 26 176 14 17 0 2 7 132 32 58 1 46 51116:45 34 198 8 14 0 2 10 210 26 49 1 29 58117:00 29 221 16 17 1 8 15 222 11 36 0 39 61517:15 32 193 7 11 1 3 8 189 22 28 2 37 53317:30 22 160 12 14 0 7 9 209 15 36 0 29 51317:45 30 196 14 12 1 7 10 168 23 24 0 37 522 Total Volume: 241 1480 96 110 3 44 66 1491 169 287 6 254 4247 Approach % 13% 81% 5% 70% 2% 28% 4% 86% 10% 52% 1% 46%
Peak Hr Begin: 16:45
PHV 117 772 43 56 2 20 42 830 74 149 3 134 2242
PHF 0.911
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound Westbound Northbound Eastbound
Totals:

0.876 0.750 0.954 0.905
Location ID: 13
North/South: Harbor Blvd Date:East/West: Convention Way City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
12 0 28 1 7 0 13 014 0 51 1 7 0 54 111 0 31 0 16 0 46 0 6 0 27 0 4 0 38 0
11 0 38 0 12 0 75 1
6 0 41 0 5 0 46 09 2 21 1 1 0 21 3
10 0 27 0 10 0 36 0
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
15 0 12 1 7 0 15 0
6 0 12 0 8 0 21 07 0 29 0 10 0 13 05 0 10 0 3 0 46 0
13 0 21 0 4 0 35 013 0 27 0 13 0 39 116 0 17 0 3 1 32 015 0 12 0 4 0 51 0 South West
Pedestrian/Bicycle Count Report
04/19/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 14
North/South: Harbor Blvd Date:East/West: Orangewood Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 9 71 22 16 65 25 27 104 19 8 119 12 4977:15 17 102 17 27 75 31 20 145 15 8 131 17 6057:30 18 105 18 32 97 31 32 174 23 8 152 12 7027:45 8 101 20 30 93 33 39 160 19 14 173 13 7038:00 23 124 15 25 64 20 27 153 14 17 147 10 6398:15 13 127 27 25 62 18 26 144 19 14 114 11 6008:30 10 84 18 21 51 20 28 130 12 10 105 7 4968:45 10 97 26 32 55 29 24 105 14 9 90 16 507 Total Volume: 108 811 163 208 562 207 223 1115 135 88 1031 98 4749 Approach % 10% 75% 15% 21% 58% 21% 15% 76% 9% 7% 85% 8% Peak Hr Begin: 7:15
PHV 66 432 70 114 329 115 118 632 71 47 603 52 2649
PHF 0.942
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.877 0.872 0.896 0.878
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 14
North/South: Harbor Blvd Date:East/West: Orangewood Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 11 175 28 20 119 33 38 178 27 21 82 6 73816:15 23 146 28 26 108 41 44 171 25 12 65 8 69716:30 24 208 35 34 143 48 42 164 19 17 102 7 84316:45 26 182 35 32 166 43 46 199 27 22 117 9 90417:00 18 192 34 33 140 46 40 178 30 12 90 17 83017:15 16 194 33 28 160 48 61 179 31 19 117 8 89417:30 12 162 32 28 166 51 54 193 37 18 87 7 84717:45 14 172 28 25 147 50 48 169 27 15 83 9 787 Total Volume: 144 1431 253 226 1149 360 373 1431 223 136 743 71 6540 Approach % 8% 78% 14% 13% 66% 21% 18% 71% 11% 14% 78% 7% Peak Hr Begin: 16:45
PHV 72 730 134 121 632 188 201 749 125 71 411 41 3475
PHF 0.961
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound Westbound Northbound Eastbound
Totals:

0.959 0.960 0.946 0.883
Location ID: 14
North/South: Harbor Blvd Date:East/West: Orangewood Avenue City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
11 0 6 0 6 0 13 013 0 4 0 2 0 23 011 0 5 1 7 0 29 110 0 4 0 2 0 17 0 6 0 5 1 4 0 15 16 1 7 1 7 1 12 10170606490605050
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
3 0 8 2 7 0 15 05 0 10 0 5 2 10 02 0 4 1 8 0 18 03 4 10 1 10 0 16 15 0 11 0 4 0 13 14 0 2 1 2 2 20 2 18 4 8 0 3 0 26 1
6 0 1 2 4 0 30 0
South West
Pedestrian/Bicycle Count Report
04/19/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 15
North/South: Clementine Street Date:East/West: Disney Way City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 7 5 5 47 30 20 3 17 6 8 21 1 1707:15 5 16 9 44 50 18 3 19 9 7 22 8 2107:30 6 7 16 36 56 16 6 17 14 12 33 8 2277:45 8 7 10 43 50 23 8 25 15 14 27 4 2348:00 9 9 14 35 55 17 5 21 11 18 26 6 2268:15 6 14 8 48 64 26 5 14 15 17 15 2 2348:30 9 9 6 35 64 26 6 17 15 10 20 2 2198:45 6 8 13 38 55 22 3 17 16 18 37 5 238 Total Volume: 56 75 81 326 424 168 39 147 101 104 201 36 1758 Approach % 26% 35% 38% 36% 46% 18% 14% 51% 35% 30% 59% 11% Peak Hr Begin: 7:30
PHV 29 37 48 162 225 82 24 77 55 61 101 20 921
PHF 0.984
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.891 0.850 0.813 0.858
Southbound Westbound Northbound Eastbound
04/21/22
Location ID: 15
North/South: Clementine Street Date:East/West: Disney Way City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 11 11 38 39 51 27 3 17 7 12 36 3 25516:15 9 9 31 45 43 29 8 11 11 11 57 5 26916:30 7 20 35 61 68 29 11 17 9 15 58 6 33616:45 9 18 27 42 57 39 10 20 9 18 50 8 30717:00 9 25 37 48 67 27 6 12 11 15 51 5 31317:15 9 22 36 51 55 27 12 16 9 19 39 5 30017:30 7 20 33 50 63 30 12 15 12 21 43 7 31317:45 11 16 29 45 55 25 4 13 17 23 48 4 290 Total Volume: 72 141 266 381 459 233 66 121 85 134 382 43 2383 Approach % 15% 29% 56% 36% 43% 22% 24% 44% 31% 24% 68% 8% Peak Hr Begin: 16:30
PHV 34 85 135 202 247 122 39 65 38 67 198 24 1256
PHF 0.935
Westbound Northbound Eastbound
Totals:

0.894 0.903 0.910 0.915
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/21/22
Southbound
Location ID: 15
North/South: Clementine Street Date:East/West: Disney Way City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
16 0 9 0 9 0 5 044 0 40 0 18 0 4 014 0 11 0 44 1 9 018 0 6 0 10 0 2 118 0 4 0 17 0 9 023 0 17 0 10 0 1 014 0 2 0 47 2 4 020 0 17 0 23 0 2 0 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
42007041
10 0 0 0 18 0 1 013 0 3 0 7 0 4 012 0 6 0 16 0 12 018 0 4 0 2 0 2 0 9 0 8 0 46 0 4 07 0 7 0 22 0 1 08 0 14 0 16 0 2 0
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/21/22
North East South
Location ID: 16
North/South: Clementine Street Date:East/West: Katella Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 14 13 5 15 150 9 1 5 2 5 205 12 4367:15 22 13 12 19 178 7 1 7 1 3 213 11 4877:30 28 9 8 19 222 8 2 10 1 5 292 26 6307:45 18 21 15 27 215 10 1 9 0 8 288 25 6378:00 23 20 15 15 205 13 1 9 1 4 210 19 5358:15 21 18 10 16 240 11 2 10 0 2 260 25 6158:30 20 22 8 16 224 11 1 10 1 7 181 21 5228:45 26 11 10 28 214 13 1 7 0 1 182 17 510 Total Volume: 172 127 83 155 1648 82 10 67 6 35 1831 156 4372 Approach % 45% 33% 22% 8% 87% 4% 12% 81% 7% 2% 91% 8%
Peak Hr Begin: 7:30
PHV 90 68 48 77 882 42 6 38 2 19 1050 95 2417
PHF 0.949
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.888 0.937 0.885 0.901
Southbound Westbound Northbound Eastbound
04/21/22
Location ID: 16
North/South: Clementine Street Date:East/West: Katella Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 29 7 24 15 365 0 14 3 4 1 242 16 72016:15 27 5 19 19 313 1 8 8 4 1 243 10 65816:30 47 8 23 25 377 2 5 5 3 2 258 29 78416:45 46 8 21 32 375 3 10 7 5 2 293 17 81917:00 45 6 21 19 386 1 3 4 3 1 264 26 77917:15 46 6 19 25 340 4 10 9 7 2 242 15 72517:30 55 8 18 16 353 2 7 9 1 0 297 17 78317:45 53 8 16 12 335 1 4 6 2 5 230 27 699 Total Volume: 348 56 161 163 2844 14 61 51 29 14 2069 157 5967 Approach % 62% 10% 28% 5% 94% 0% 43% 36% 21% 1% 92% 7%
Peak Hr Begin: 16:30
PHV 184 28 84 101 1478 10 28 25 18 7 1057 87 3107
PHF 0.948
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/21/22
Southbound Westbound Northbound Eastbound
Totals:

0.949 0.969 0.683 0.922
Location ID: 16
North/South: Clementine Street Date:East/West: Katella Avenue City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
24 0 5 0 4 0 3 024 0 16 0 9 0 7 014 6 2 0 7 0 3 016 1 1 0 9 0 2 018 1 5 0 8 0 2 019 0 19 0 17 0 6 0 5 0 14 0 20 0 3 0
14 2 5 0 15 1 1 1
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
18 1 3 0 8 1 3 116 0 13 0 8 1 5 011 0 3 0 2 1 1 018 1 5 0 5 3 2 115 1 3 0 11 1 6 143 3 11 1 8 0 8 044 0 8 0 5 0 13 070 2 4 0 7 2 6 1 South West
Pedestrian/Bicycle Count Report
04/21/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 17
North/South: 1‐5 SB Off‐Ramp Date:

East/West: Disney Way City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 32 3 44 0 85 1 5 0 2 0 23 0 1957:15 18 2 41 0 78 1 7 0 2 1 46 0 1967:30 20 5 39 0 92 5 7 0 2 2 42 0 2147:45 30 3 46 1 71 3 11 0 5 4 51 0 2258:00 28 3 46 0 87 1 8 0 0 4 45 0 2228:15 31 2 61 0 72 7 8 0 2 4 36 0 2238:30 36 6 39 0 77 5 5 0 4 3 35 0 2108:45 35 3 68 0 86 3 6 0 4 1 28 0 234 Total Volume: 230 27 384 1 648 26 57 0 21 19 306 0 1719 Approach % 36% 4% 60% 0% 96% 4% 73% 0% 27% 6% 94% 0%
Peak Hr Begin: 8:00
PHV 130 14 214 0 322 16 27 0 10 12 144 0 889
PHF 0.950
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.844 0.949 0.925 0.796
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 17
North/South: 1‐5 SB Off‐Ramp Date:

East/West: Disney Way City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 28 1 46 0 85 1 5 0 0 2 69 0 23716:15 30 1 54 0 88 2 11 0 0 3 74 0 26316:30 36 3 64 0 99 2 15 0 2 5 92 0 31816:45 24 3 53 0 115 3 17 0 1 1 90 0 30717:00 32 1 59 0 85 4 6 0 2 2 110 0 30117:15 31 4 59 0 75 3 10 0 0 2 94 0 27817:30 19 5 64 0 98 2 11 0 1 2 92 0 29417:45 24 3 71 0 75 0 6 0 2 2 84 0 267 Total Volume: 224 21 470 0 720 17 81 0 8 19 705 0 2265
Approach % 31% 3% 66% 0% 98% 2% 91% 0% 9% 3% 97% 0%
Peak Hr Begin: 16:30
PHV 123 11 235 0 374 12 48 0 5 10 386 0 1204
PHF 0.947
Westbound Northbound Eastbound
Totals:

0.896 0.818 0.736 0.884
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound
Location ID: 17
North/South: 1‐5 SB Off‐Ramp Date:

East/West: Disney Way City: Anaheim, CA
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0 0 0 0 30 0 0 00 0 0 0 69 0 0 02 0 0 0 13 0 0 00 0 0 0 13 0 0 00 0 0 0 18 0 1 00 1 0 0 11 0 0 00 0 0 0 14 0 0 000000100 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
1000010000007000010070100000800010001000000020001000800010003100 Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/19/22
North East South
Location ID: 18
North/South: Anaheim Blvd Date:East/West: Ball Road City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 20 156 18 14 171 20 25 63 17 22 141 13 6807:15 21 162 20 9 176 27 34 60 17 21 209 18 7747:30 36 185 44 13 221 24 38 98 21 31 186 13 9107:45 30 174 44 13 198 31 40 100 21 23 236 29 9398:00 23 164 31 21 195 42 35 90 20 18 160 18 8178:15 30 112 28 20 236 36 41 81 14 18 185 33 8348:30 26 124 22 20 217 29 22 79 22 19 145 32 7578:45 20 109 20 11 210 31 24 73 25 19 153 24 719 Total Volume: 206 1186 227 121 1624 240 259 644 157 171 1415 180 6430 Approach % 13% 73% 14% 6% 82% 12% 24% 61% 15% 10% 80% 10% Peak Hr Begin: 7:30
PHV 119 635 147 67 850 133 154 369 76 90 767 93 3500
PHF 0.932
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.850 0.899 0.930 0.825
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 18
North/South: Anaheim Blvd Date:East/West: Ball Road City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 39 156 25 24 264 37 34 198 33 16 183 30 103916:15 30 127 15 27 329 36 19 186 40 26 202 34 107116:30 30 178 24 39 260 30 30 210 51 27 177 36 109216:45 34 148 21 39 293 33 19 191 30 19 218 30 107517:00 45 187 28 27 294 37 21 209 43 16 204 30 114117:15 22 171 26 24 287 34 25 203 33 22 198 35 108017:30 30 137 25 27 240 34 27 227 43 20 172 19 100117:45 22 119 18 24 231 31 24 197 44 18 197 32 957 Total Volume: 252 1223 182 231 2198 272 199 1621 317 164 1551 246 8456 Approach % 15% 74% 11% 9% 81% 10% 9% 76% 15% 8% 79% 13% Peak Hr Begin: 16:30
PHV 131 684 99 129 1134 134 95 813 157 84 797 131 4388
PHF 0.961
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound Westbound Northbound Eastbound
Totals:

0.879 0.957 0.915 0.948
Location ID: 18
North/South: Anaheim Blvd Date:East/West: Ball Road City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
3020202120206110021110104041214140425032604111703020238134201132 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
511041506 0 7 0 6 2 16 45 3 2 1 3 0 12 1404331636 1 6 2 7 2 11 2201224345 1 1 1 0 0 11 150310171 South West
Pedestrian/Bicycle Count Report
04/19/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 19
North/South: Anaheim Blvd Date:East/West: Cerritos Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 12 185 23 11 8 35 45 103 6 0 0 3 4317:15 2 217 27 7 7 39 56 122 6 2 3 1 4897:30 2 208 30 21 0 39 63 147 0 0 2 0 5127:45 1 220 33 15 5 44 81 166 4 1 2 1 5738:00 3 184 27 18 2 43 80 136 1 1 2 2 4998:15 1 167 14 20 1 45 70 144 0 3 0 1 4668:30 0 176 30 18 2 47 53 135 3 2 0 1 4678:45 1 203 15 15 0 47 71 110 2 0 1 0 465 Total Volume: 22 1560 199 125 25 339 519 1063 22 9 10 9 3902 Approach % 1% 88% 11% 26% 5% 69% 32% 66% 1% 32% 36% 32% Peak Hr Begin: 7:15
PHV 8 829 117 61 14 165 280 571 11 4 9 4 2073
PHF 0.904
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.939 0.938 0.859 0.708
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 19
North/South: Anaheim Blvd Date:East/West: Cerritos Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 1 201 8 47 0 124 52 227 0 4 3 5 67216:15 5 210 24 24 0 105 61 228 0 6 2 4 66916:30 3 229 15 40 2 138 63 253 1 9 4 4 76116:45 1 223 26 26 0 88 48 232 0 6 2 2 65417:00 0 245 20 37 0 114 77 239 0 3 1 1 73717:15 1 217 31 34 1 88 35 249 1 0 0 1 65817:30 2 188 19 23 0 88 53 272 0 2 2 1 65017:45 0 171 20 25 0 56 61 256 0 5 0 0 594 Total Volume: 13 1684 163 256 3 801 450 1956 2 35 14 18 5395 Approach % 1% 91% 9% 24% 0% 76% 19% 81% 0% 52% 21% 27%
Peak Hr Begin: 16:15
PHV 9 907 85 127 2 445 249 952 1 24 9 11 2821
PHF 0.927
Westbound Northbound Eastbound
Totals:

0.944 0.797 0.948 0.647
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound
Location ID: 19
North/South: Anaheim Blvd Date:East/West: Cerritos Avenue City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0001000100110010000100310000011110010030100010600010003000020051 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
2100004200300011001100320120112020100001101000140120010103000032 Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/19/22
North East South
Location ID: 20
North/South: Anaheim Blvd Date:East/West: Anaheim Way City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 27 205 0 84 1 5 0 101 35 0 0 0 4587:15 25 248 0 60 3 3 0 132 49 0 0 0 5207:30 30 229 0 85 4 4 0 150 63 0 0 0 5657:45 34 209 0 101 0 6 0 150 68 0 0 0 5688:00 21 231 0 98 4 4 0 151 41 0 0 0 5508:15 30 178 0 74 5 7 0 167 48 0 0 0 5098:30 31 200 0 64 2 3 0 138 53 0 0 0 4918:45 35 214 0 49 5 5 0 141 45 0 0 0 494 Total Volume: 233 1714 0 615 24 37 0 1130 402 0 0 0 4155 Approach % 12% 88% 0% 91% 4% 5% 0% 74% 26% 0% 0% 0%
Peak Hr Begin: 7:15
PHV 110 917 0 344 11 17 0 583 221 0 0 0 2203
PHF 0.970
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.940 0.869 0.922 0.000
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 20
North/South: Anaheim Blvd Date:East/West: Anaheim Way City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 80 246 0 138 39 20 0 157 39 0 0 0 71916:15 84 249 0 155 32 18 0 173 43 0 0 0 75416:30 101 268 0 167 53 26 0 141 66 0 0 0 82216:45 58 271 0 127 61 10 0 172 69 0 0 0 76817:00 77 276 0 142 76 18 0 170 48 0 0 0 80717:15 72 256 0 161 75 12 0 156 55 0 0 0 78717:30 63 210 0 145 79 13 0 191 66 0 0 0 76717:45 44 214 0 149 60 8 0 190 45 0 0 0 710 Total Volume: 579 1990 0 1184 475 125 0 1350 431 0 0 0 6134 Approach % 23% 77% 0% 66% 27% 7% 0% 76% 24% 0% 0% 0%
Peak Hr Begin: 16:30
PHV 308 1071 0 597 265 66 0 639 238 0 0 0 3184
PHF 0.968
Westbound Northbound Eastbound
Totals:

0.934 0.935 0.910 0.000
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound
Location ID: 20
North/South: Anaheim Blvd Date:East/West: Anaheim Way City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
1001001100110010200100400000001100000000100000200000000010000030 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0021005000000010001000410000006111100021000000201000001000000030 Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/19/22
North East South
Location ID: 21
North/South: Anaheim Blvd Date:East/West: Disney Way / I‐5 SB On Ramp / Manchester Avenue City: Anaheim, CA 1 2 3 4 6 6 7 8 910 11 12 13 14
Movements: R T L (Man) L (SB Ramp) R T L R T L R L (Man) L (SB Ramp) L 7:00 24 57 4 121 0 51 0 1 96 5 23 4 11 30 427
7:15 10 92 6 122 0 66 0 3 140 11 19 8 27 45 549
7:30 23 95 5 129 0 56 0 0 154 9 13 13 10 52 559
7:45 26 98 7 86 0 55 0 3 151 7 20 13 13 67 5468:00 19 108 3 101 1 53 0 0 135 13 19 14 16 46 528 8:15 18 80 1 82 0 61 0 2 160 8 22 17 12 60 5238:30 18 96 7 74 1 51 0 4 138 12 26 7 13 41 4888:45 15 102 13 97 0 68 0 3 123 6 27 9 10 55 528 Total Volume: 153 728 46 812 2 461 0 16 1097 71 169 85 112 396 4148 Approach % 9% 42% 3% 47% 0% 100% 0% 1% 93% 6% 22% 11% 15% 52% Peak Hr Begin: 7:15
PHV 78 393 21 438 1 230 0 6 580 40 71 48 66 210 2182
PHF 0.976
1 2 3 4 6 6 7 8 910 11 12 13 14
Movements: R T L (Man) L (SB Ramp) R T L R T L R L (Man) L (SB Ramp) L 16:00 18 126 4 133 1 65 0 10 145 5 30 16 32 48 63316:15 21 143 2 96 0 69 0 7 169 5 39 24 35 50 66016:30 14 140 19 134 2 86 0 4 153 7 40 26 44 60 72916:45 23 153 6 101 1 90 0 5 178 7 50 18 33 54 71917:00 20 148 4 126 0 56 0 0 139 14 38 30 39 72 68617:15 23 141 2 94 0 49 0 2 158 5 51 32 45 46 64817:30 9 127 3 95 1 85 0 5 194 7 43 23 46 62 70017:45 15 108 7 71 0 53 0 7 169 11 52 20 27 43 583 Total Volume: 143 1086 47 850 5 553 0 40 1305 61 343 189 301 435 5358 Approach % 7% 51% 2% 40% 1% 99% 0% 3% 93% 4% 27% 15% 24% 34% Peak Hr Begin: 16:15
PHV 78 584 31 457 3 301 0 16 639 33 167 98 151 236 2794 PHF 0.911 0.958
04/19/22

0.936 0.835 0.905
Southbound Westbound Northbound Eastbound
Totals:Totals:

Southbound Westbound Northbound Eastbound

0.923 0.875 0.960 0.874
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0 0 0 1 36 0 1 10 0 1 0 57 0 0 0002240100000301100011000010000200000000000110030 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0111201100002030001030220000005100000022001040220000100000003022 17:0017:1517:3017:45Class:16:0016:1516:3016:45
Leg: North East South West
8:008:158:308:45
Class:
7:007:157:307:45
Leg: North East South West
Location ID: 22
North/South: Anaheim Blvd Date:East/West: Katella Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 18 67 17 6 146 14 38 80 18 15 185 18 6227:15 21 73 15 7 162 20 44 134 18 15 168 14 6917:30 45 84 16 12 184 16 32 130 28 14 287 30 8787:45 32 77 10 4 177 18 23 140 28 24 244 27 8048:00 27 85 17 5 183 14 27 95 36 9 165 33 6968:15 25 68 16 6 198 16 33 153 27 20 240 32 8348:30 22 71 16 2 220 15 28 116 32 12 145 18 6978:45 16 64 6 11 169 22 13 133 36 20 172 23 685 Total Volume: 206 589 113 53 1439 135 238 981 223 129 1606 195 5907 Approach % 23% 65% 12% 3% 88% 8% 17% 68% 15% 7% 83% 10% Peak Hr Begin: 7:30
PHV 129 314 59 27 742 64 115 518 119 67 936 122 3212
PHF 0.915
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.866 0.947 0.883 0.850
Southbound Westbound Northbound Eastbound
04/21/22
Location ID: 22
North/South: Anaheim Blvd Date:East/West: Katella Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 45 133 25 14 302 30 27 118 35 16 230 26 100116:15 36 136 12 11 288 32 24 143 40 20 227 26 99516:30 36 136 12 13 300 39 30 175 48 29 225 44 108716:45 34 130 16 17 307 31 30 149 50 30 276 34 110417:00 41 136 23 12 320 35 32 157 32 40 216 23 106717:15 33 158 19 20 327 40 24 162 51 26 211 33 110417:30 24 143 18 18 306 31 35 157 44 29 254 50 110917:45 36 115 11 16 275 32 23 174 37 24 186 33 962 Total Volume: 285 1087 136 121 2425 270 225 1235 337 214 1825 269 8429 Approach % 19% 72% 9% 4% 86% 10% 13% 69% 19% 9% 79% 12% Peak Hr Begin: 16:45
PHV 132 567 76 67 1260 137 121 625 177 125 957 140 4384 PHF 0.988
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/21/22
Southbound Westbound Northbound Eastbound
Totals:

0.923 0.946 0.974 0.899
Location ID: 22
North/South: Anaheim Blvd Date:East/West: Katella Avenue City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
10 0 6 0 3 0 7 1
5 0 2 0 6 1 12 2
13 0 12 0 17 1 8 311 0 4 1 4 0 3 0
60435161
12 0 4 0 3 0 5 016 0 1 0 2 0 10 019 0 6 0 4 1 13 1
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
8 0 1 3 1 1 13 15 0 4 1 8 1 11 0
18 0 3 0 5 0 7 113 1 5 0 8 2 5 4
61205062
37 2 6 0 8 3 4 624 0 11 1 4 1 5 111 1 8 0 4 1 4 1
South West
Pedestrian/Bicycle Count Report
04/21/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 23
North/South: Anaheim Blvd Date:East/West: Gene Autry Way City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 0 88 6 9 0 10 33 127 0 2 3 1 2797:15 1 110 8 13 0 16 47 159 2 1 0 2 3597:30 1 93 11 10 0 19 60 162 0 2 0 5 3637:45 0 91 9 10 0 20 65 161 0 0 0 2 3588:00 1 99 4 11 0 28 47 131 2 3 0 2 3288:15 1 85 8 13 0 18 40 145 1 1 1 1 3148:30 2 98 7 15 0 22 28 131 1 1 0 2 3078:45 2 123 9 11 1 20 24 113 1 2 0 3 309 Total Volume: 8 787 62 92 1 153 344 1129 7 12 4 18 2617 Approach % 1% 92% 7% 37% 0% 62% 23% 76% 0% 35% 12% 53%
Peak Hr Begin: 7:15
PHV 3 393 32 44 0 83 219 613 4 6 0 11 1408
PHF 0.970
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.899 0.814 0.925 0.607
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 23
North/South: Anaheim Blvd Date:East/West: Gene Autry Way City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 0 151 5 19 1 47 21 147 0 0 0 0 39116:15 0 148 13 25 0 34 26 188 2 0 1 1 43816:30 2 157 11 33 1 55 19 181 0 1 0 1 46116:45 2 178 6 49 0 39 15 203 1 2 0 0 49517:00 3 167 10 35 1 51 17 157 1 3 0 0 44517:15 2 198 8 31 1 61 29 200 1 2 1 0 53417:30 3 160 7 28 0 59 22 192 1 1 0 1 47417:45 5 168 8 27 1 53 22 187 2 1 0 3 477 Total Volume: 17 1327 68 247 5 399 171 1455 8 10 2 6 3715 Approach % 1% 94% 5% 38% 1% 61% 10% 89% 0% 56% 11% 33%
Peak Hr Begin: 16:45
PHV 10 703 31 143 2 210 83 752 4 8 1 1 1948
PHF 0.912
Westbound Northbound Eastbound
Totals:

0.894 0.954 0.912 0.833
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound
Location ID: 23
North/South: Anaheim Blvd Date:East/West: Gene Autry Way City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
304000744 0 5 1 0 0 12 03 0 8 1 0 0 11 05 0 4 1 0 0 11 0102000105 0 1 0 0 0 11 11041008010400040 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
9 0 14 1 0 0 11 11072007110720061309200711054004160800071106100623 0 14 3 0 0 5 0 Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/19/22
North East South
Location ID: 24
North/South: Anaheim Blvd Date:East/West: Orangewood Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 8 71 20 25 70 16 18 72 4 11 158 30 5037:15 25 90 20 17 76 21 23 120 13 14 166 37 6227:30 26 86 14 14 86 22 27 111 14 12 180 49 6417:45 19 71 12 14 86 9 17 112 4 7 168 53 5728:00 31 78 14 10 67 19 22 101 5 10 149 43 5498:15 19 73 10 20 57 19 17 101 14 4 121 40 4958:30 26 73 10 11 68 18 14 89 8 9 114 29 4698:45 36 78 11 8 68 14 12 80 8 8 103 28 454 Total Volume: 190 620 111 119 578 138 150 786 70 75 1159 309 4305 Approach % 21% 67% 12% 14% 69% 17% 15% 78% 7% 5% 75% 20% Peak Hr Begin: 7:15
PHV 101 325 60 55 315 71 89 444 36 43 663 182 2384
PHF 0.930
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.900 0.904 0.912 0.921
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 24
North/South: Anaheim Blvd Date:East/West: Orangewood Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 35 123 11 23 145 35 33 126 13 14 105 18 68116:15 45 114 15 24 154 35 27 134 17 16 87 34 70216:30 40 140 9 28 177 37 22 138 11 11 125 38 77616:45 41 132 10 28 207 37 24 134 11 10 130 43 80717:00 44 141 18 27 184 37 28 121 6 12 102 36 75617:15 43 154 18 22 201 37 33 161 15 23 135 43 88517:30 41 161 15 29 200 33 17 139 16 10 126 47 83417:45 34 119 12 25 163 24 31 119 17 18 102 43 707 Total Volume: 323 1084 108 206 1431 275 215 1072 106 114 912 302 6148 Approach % 21% 72% 7% 11% 75% 14% 15% 77% 8% 9% 69% 23% Peak Hr Begin: 16:45
PHV 169 588 61 106 792 144 102 555 48 55 493 169 3282
PHF 0.927
Westbound Northbound Eastbound
Totals:

0.942 0.958 0.843 0.892
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound
Location ID: 24
North/South: Anaheim Blvd Date:East/West: Orangewood Avenue City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
16 0 39 0 14 0 6 0
9 0 20 0 13 0 3 0
13 1 28 3 18 0 8 0
9 1 15 1 5 0 2 010302020311010213111000040410130
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
8 1 12 0 1 0 1 15 0 10 1 3 1 2 18 1 11 3 2 0 1 0
10 0 9 1 15 0 8 0
91304051408100329 1 17 0 5 1 3 232611201
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/19/22
North East South
Location ID: 25
North/South: I‐5 SB Ramps Date:East/West: Katella Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 1 7 10 0 172 60 69 0 4 127 145 0 5957:15 0 13 14 0 210 45 63 0 1 105 130 0 5817:30 3 9 17 0 219 45 97 0 2 169 200 0 7617:45 2 13 18 0 211 46 129 0 1 100 183 0 7038:00 2 8 12 0 211 55 94 0 4 99 136 0 6218:15 0 13 7 0 227 38 114 0 5 105 176 0 6858:30 2 6 8 0 230 42 104 0 5 88 136 0 6218:45 0 10 8 0 209 36 92 0 5 80 121 0 561 Total Volume: 10 79 94 0 1689 367 762 0 27 873 1227 0 5128 Approach % 5% 43% 51% 0% 82% 18% 97% 0% 3% 42% 58% 0%
Peak Hr Begin: 7:30
PHV 7 43 54 0 868 184 434 0 12 473 695 0 2770
PHF 0.910
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.788 0.989 0.858 0.791
Southbound Westbound Northbound Eastbound
04/21/22
Location ID: 25
North/South: I‐5 SB Ramps Date:East/West: Katella Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 7 17 11 0 305 63 76 0 11 125 176 0 79116:15 4 17 21 0 341 76 99 0 3 122 143 0 82616:30 2 17 22 0 360 71 84 0 12 125 162 0 85516:45 1 14 23 0 348 77 105 0 4 138 188 0 89817:00 3 12 26 0 370 78 86 0 9 130 150 0 86417:15 5 23 19 0 338 72 108 0 8 107 155 0 83517:30 1 26 25 0 352 59 85 0 10 140 177 0 87517:45 4 15 13 0 338 57 110 0 4 99 115 0 755 Total Volume: 27 141 160 0 2752 553 753 0 61 986 1266 0 6699 Approach % 8% 43% 49% 0% 83% 17% 93% 0% 7% 44% 56% 0%
Peak Hr Begin: 16:45
PHV 10 75 93 0 1408 286 384 0 31 515 670 0 3472
PHF 0.967
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/21/22
Southbound Westbound Northbound Eastbound
Totals:

0.856 0.945 0.894 0.909
Location ID: 25
North/South: I‐5 SB Ramps Date:East/West: Katella Avenue City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
1000000020000120050010001000020000002210000011000100001022101030 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0200010102001000100030101100001030002010020040000100110000002100 South West
Pedestrian/Bicycle Count Report
04/21/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 26
North/South: I‐5 NB Ramps Date:

East/West: Anaheim Way City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 0 0 0 35 176 0 56 93 74 0 179 20 6337:15 0 0 0 37 232 0 57 120 104 0 204 11 7657:30 0 0 0 21 182 0 67 86 107 0 251 11 7257:45 0 0 0 27 231 0 75 121 117 0 321 13 9058:00 0 0 0 24 206 0 65 98 101 0 231 11 7368:15 0 0 0 29 191 0 64 122 124 0 266 14 8108:30 0 0 0 21 194 0 60 88 114 0 210 17 7048:45 0 0 0 37 227 0 73 91 94 0 234 5 761 Total Volume: 0 0 0 231 1639 0 517 819 835 0 1896 102 6039 Approach % 0% 0% 0% 12% 88% 0% 24% 38% 38% 0% 95% 5%
Peak Hr Begin: 7:30
PHV 0 0 0 101 810 0 271 427 449 0 1069 49 3176
PHF 0.877
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.000 0.883 0.916 0.837
Southbound Westbound Northbound Eastbound
04/21/22
Location ID: 26
North/South: I‐5 NB Ramps Date:

East/West: Anaheim Way City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 0 0 0 43 335 0 45 150 124 0 236 13 94616:15 0 0 0 30 330 0 65 148 147 0 233 16 96916:30 0 0 0 44 405 0 39 168 148 0 246 8 105816:45 0 0 0 33 329 0 40 210 155 0 288 14 106917:00 0 0 0 37 426 0 37 190 162 0 250 8 111017:15 0 0 0 34 301 0 25 239 153 0 253 11 101617:30 0 0 0 31 422 0 30 230 136 0 266 11 112617:45 0 0 0 30 280 0 42 203 165 0 217 6 943 Total Volume: 0 0 0 282 2828 0 323 1538 1190 0 1989 87 8237 Approach % 0% 0% 0% 9% 91% 0% 11% 50% 39% 0% 96% 4%
Peak Hr Begin: 16:45
PHV 0 0 0 135 1478 0 132 869 606 0 1057 44 4321
PHF 0.959
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/21/22
Southbound Westbound Northbound Eastbound
Totals:

0.000 0.871 0.963 0.911
Location ID: 26
North/South: I‐5 NB Ramps Date:

East/West: Anaheim Way City: Anaheim, CA
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
1000000020002000050021000000010000002000000000000100000022001000 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0000010011000100000021001100100010001000010010000000210010001100 South West
Pedestrian/Bicycle Count Report
04/21/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 27
North/South: I‐5 Ramps Date:East/West: Gene Autry Way City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 3 0 10 7 11 3 1 0 5 14 19 7 807:15 2 0 10 8 15 11 0 0 10 25 26 3 1107:30 3 0 8 7 17 6 7 0 9 22 43 5 1277:45 3 0 12 5 17 3 4 0 6 18 50 3 1218:00 1 0 7 7 29 8 2 0 9 9 39 4 1158:15 0 0 1 2 27 4 3 0 8 10 36 1 928:30 2 1 7 7 24 8 2 0 8 3 29 4 958:45 2 1 9 6 21 5 3 0 7 6 20 6 86 Total Volume: 16 2 64 49 161 48 22 0 62 107 262 33 826
Approach % 20% 2% 78% 19% 62% 19% 26% 0% 74% 27% 65% 8% Peak Hr Begin: 7:15
PHV 9 0 37 27 78 28 13 0 34 74 158 15 473
PHF 0.931
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.767 0.756 0.734 0.870
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 27
North/South: I‐5 Ramps Date:East/West: Gene Autry Way City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 4 0 11 6 37 0 5 1 27 1 21 3 11616:15 4 0 12 8 31 4 4 1 30 2 34 2 13216:30 5 0 7 9 37 4 9 0 44 2 25 3 14516:45 2 0 18 6 43 3 8 0 45 2 17 4 14817:00 5 0 8 7 44 4 9 0 40 4 18 1 14017:15 3 0 12 11 56 3 9 2 31 1 36 5 16917:30 3 0 15 8 39 4 5 1 49 4 24 4 15617:45 4 0 15 9 44 1 5 0 28 2 22 6 136 Total Volume: 30 0 98 64 331 23 54 5 294 18 197 28 1142 Approach % 23% 0% 77% 15% 79% 6% 15% 1% 83% 7% 81% 12%
Peak Hr Begin: 16:45
PHV 13 0 53 32 182 14 31 3 165 11 95 14 613
PHF 0.907
Westbound Northbound Eastbound
Totals:

0.825 0.814 0.905 0.714
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound
Location ID: 27
North/South: I‐5 Ramps Date:East/West: Gene Autry Way City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
1000100020001000000000000000400010002000100010000000000000000000 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
1000100010000100000000001000000000000000100000000000200020000000 Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/19/22
North East South
Location ID: 28
North/South: Walnut Street Date:

East/West: Cerritos Avenue City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 32 51 0 0 0 0 0 44 11 24 0 82 2447:15 46 75 0 0 0 0 0 53 15 15 0 72 2767:30 49 84 0 0 0 0 0 86 23 39 0 131 4127:45 59 123 0 0 0 0 0 90 22 38 0 121 4538:00 67 110 0 0 0 0 0 75 23 46 0 82 4038:15 62 86 0 0 0 0 0 59 38 34 0 73 3528:30 25 42 0 0 0 0 0 46 10 31 0 71 2258:45 20 37 0 0 0 0 0 56 10 26 0 67 216 Total Volume: 360 608 0 0 0 0 0 509 152 253 0 699 2581
Approach % 37% 63% 0% 0% 0% 0% 0% 77% 23% 27% 0% 73%
Peak Hr Begin: 7:30
PHV 237 403 0 0 0 0 0 310 106 157 0 407 1620
PHF 0.894
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.879 0.000 0.929 0.829
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 28
North/South: Walnut Street Date:

East/West: Cerritos Avenue City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 59 81 0 0 0 0 0 80 40 30 0 65 35516:15 64 73 0 0 0 0 0 81 34 20 0 75 34716:30 64 84 0 0 0 0 0 69 30 30 0 59 33616:45 64 95 0 0 0 0 0 79 36 14 0 64 35217:00 68 82 0 0 0 0 0 73 35 27 0 66 35117:15 58 76 0 0 0 0 0 67 39 28 0 78 34617:30 53 67 0 0 0 0 0 79 44 23 0 64 33017:45 45 75 0 0 0 0 0 65 35 26 0 51 297 Total Volume: 475 633 0 0 0 0 0 593 293 198 0 522 2714
Approach % 43% 57% 0% 0% 0% 0% 0% 67% 33% 28% 0% 73%
Peak Hr Begin: 16:00
PHV 251 333 0 0 0 0 0 309 140 94 0 263 1390
PHF 0.979
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound Westbound Northbound Eastbound
Totals:

0.918 0.000 0.935 0.939
Location ID: 28
North/South: Walnut Street Date:

East/West: Cerritos Avenue City: Anaheim, CA
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
000002100 0 0 0 11 0 4 20 0 0 0 10 0 3 00000511100003010000042220000100000002010 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
0000100000001020000081000000300100001010000020100000000000007102 South West
Pedestrian/Bicycle Count Report
04/19/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 29
North/South: Walnut Street Date:

East/West: Katella Avenue City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 18 0 58 26 82 4 0 0 0 0 224 22 4347:15 26 4 63 33 95 5 0 1 1 0 223 28 4797:30 51 0 82 53 117 7 0 1 0 1 318 37 6677:45 67 0 111 49 91 5 0 0 0 1 299 37 6608:00 38 2 97 51 120 4 0 1 1 3 261 38 6168:15 31 0 97 58 158 5 0 1 1 1 243 25 6208:30 24 0 50 27 78 8 1 0 0 2 220 21 4318:45 18 0 43 26 113 9 0 1 1 1 169 29 410 Total Volume: 273 6 601 323 854 47 1549 1957 237 4317
Approach % 31% 1% 68% 26% 70% 4% 10% 50% 40% 0% 89% 11% Peak Hr Begin: 7:30
PHV 187 2 387 211 486 21 0 3 2 6 1121 137 2563
PHF 0.961
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.809 0.812 0.625 0.888
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 29
North/South: Walnut Street Date:

East/West: Katella Avenue City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 37 4 49 71 269 10 0 4 1 2 186 43 67616:15 35 3 59 73 263 8 1 3 0 1 191 41 67816:30 40 2 51 80 292 6 0 2 1 1 180 40 69516:45 45 5 60 63 249 14 1 2 4 5 169 35 65217:00 37 1 54 81 313 11 1 2 2 0 186 28 71617:15 41 1 61 80 298 12 0 3 2 3 138 34 67317:30 31 3 45 87 271 6 1 0 2 1 196 31 67417:45 32 3 71 63 253 12 1 1 2 2 198 29 667 Total Volume: 298 22 450 598 2208 79 5 17 14 15 1444 281 5431 Approach % 39% 3% 58% 21% 77% 3% 14% 47% 39% 1% 83% 16% Peak Hr Begin: 16:15
PHV 157 11 224 297 1117 39 3 9 7 7 726 144 2741
PHF 0.957
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound Westbound Northbound Eastbound
Totals:

0.891 0.897 0.679 0.941
Location ID: 29
North/South: Walnut Street Date:

East/West: Katella Avenue City: Anaheim, CA
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
30102000303200002252000051000000114000000 0 13 2 0 0 0 09050000000000000 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
3020200030110000303110000100010002020000121210002012000010200000 South West
Pedestrian/Bicycle Count Report
04/19/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 30
North/South: Euclid Street Date:

East/West: Ball Road City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 19 160 33 10 90 33 32 147 13 18 158 16 7297:15 22 159 32 19 119 40 49 165 28 26 220 31 9107:30 29 203 46 17 137 45 77 207 26 22 204 27 10407:45 47 163 41 20 154 57 51 208 30 33 193 35 10328:00 38 173 28 24 129 64 35 195 51 34 147 43 9618:15 47 164 17 21 109 61 37 193 30 35 154 68 9368:30 35 159 23 13 98 33 26 197 32 34 159 62 8718:45 37 144 20 13 108 34 14 191 30 22 113 36 762 Total Volume: 274 1325 240 137 944 367 321 1503 240 224 1348 318 7241 Approach % 15% 72% 13% 9% 65% 25% 16% 73% 12% 12% 71% 17% Peak Hr Begin: 7:30
PHV 161 703 132 82 529 227 200 803 137 124 698 173 3969 PHF 0.954
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.896 0.907 0.919 0.953
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 30
North/South: Euclid Street Date:

East/West: Ball Road City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 36 279 41 26 197 45 32 218 53 24 128 46 112516:15 49 250 34 29 209 44 40 268 36 30 137 37 116316:30 36 227 38 37 201 48 28 222 62 20 138 26 108316:45 54 242 39 30 188 48 42 228 44 21 141 36 111317:00 40 265 33 33 184 45 38 227 57 31 132 54 113917:15 37 261 31 40 208 45 36 282 51 25 148 50 121417:30 44 249 39 23 181 61 30 221 63 23 113 34 108117:45 47 232 35 29 188 55 33 270 57 23 120 38 1127 Total Volume: 343 2005 290 247 1556 391 279 1936 423 197 1057 321 9045 Approach % 13% 76% 11% 11% 71% 18% 11% 73% 16% 13% 67% 20% Peak Hr Begin: 17:00
PHV 168 1007 138 125 761 206 137 1000 228 102 513 176 4561 PHF 0.939
Westbound Northbound Eastbound
Totals:

0.971 0.932 0.925 0.887
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound
Location ID: 30
North/South: Euclid Street Date:

East/West: Ball Road City: Anaheim, CA
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
203171216 1 7 0 11 2 3 04 0 10 0 11 3 5 33 0 10 0 11 1 6 25 2 14 2 9 2 9 06 3 4 6 11 1 3 45 1 7 1 10 0 5 1 15 1 6 3 6 0 13 0
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
21 1 13 4 13 1 15 1
7 5 9 6 7 1 10 0
16 2 7 1 4 2 6 310 1 10 2 9 2 14 121 1 13 1 4 2 12 1
8 7 3 2 7 0 10 0
13 3 5 4 4 3 3 3
85525092
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Class:
16:0016:1516:3016:45
7:458:00
Leg: North East
8:158:308:45
West
Class:
7:007:157:30
Leg:

South West
Pedestrian/Bicycle Count Report
04/19/22
North East South
Location ID: 31
North/South: Euclid Street Date:

East/West: Katella Avenue City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 19 121 37 20 78 25 28 113 28 28 165 29 6917:15 21 214 32 26 97 31 24 139 21 29 220 44 8987:30 30 177 71 30 102 33 37 130 44 52 245 42 9937:45 30 237 45 42 108 38 40 178 35 31 234 37 10558:00 29 154 49 56 111 33 25 138 31 33 247 48 9548:15 13 183 36 55 114 40 25 190 25 34 202 37 9548:30 26 176 52 21 86 35 24 151 37 23 162 26 8198:45 17 148 31 36 94 38 16 138 29 46 164 42 799 Total Volume: 185 1410 353 286 790 273 219 1177 250 276 1639 305 7163 Approach % 9% 72% 18% 21% 59% 20% 13% 72% 15% 12% 74% 14% Peak Hr Begin: 7:30
PHV 102 751 201 183 435 144 127 636 135 150 928 164 3956 PHF 0.937
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.845 0.911 0.887 0.916
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 31
North/South: Euclid Street Date:

East/West: Katella Avenue City: Anaheim, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 25 171 58 54 184 54 22 205 40 31 169 59 107216:15 27 166 40 57 173 59 26 202 45 33 194 53 107516:30 27 172 54 58 215 67 30 198 41 39 174 43 111816:45 32 196 44 60 239 70 21 203 47 31 149 56 114817:00 34 189 51 64 247 62 25 233 53 34 189 55 123617:15 26 220 35 65 228 54 19 229 37 26 171 55 116517:30 30 194 47 56 215 60 18 255 36 35 183 58 118717:45 33 192 45 53 183 48 35 236 47 34 158 64 1128 Total Volume: 234 1500 374 467 1684 474 196 1761 346 263 1387 443 9129 Approach % 11% 71% 18% 18% 64% 18% 9% 76% 15% 13% 66% 21% Peak Hr Begin: 16:45
PHV 122 799 177 245 929 246 83 920 173 126 692 224 4736 PHF 0.958
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound Westbound Northbound Eastbound
Totals:

0.977 0.952 0.945 0.937
Location ID: 31
North/South: Euclid Street Date:

East/West: Katella Avenue City: Anaheim, CA
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
201140702140203011222031316020313021301140916143200273208 0 3 0 6 0 12 0 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
30716240216061437 2 15 1 2 0 1 3513140305 0 4 1 5 0 11 171235070515170702 0 8 0 14 2 5 0 South West
Pedestrian/Bicycle Count Report
04/19/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Location ID: 32
North/South: Harbor Blvd Date:East/West: Vermont Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
7:00 1 242 8 5 7 33 22 88 16 43 12 5 4827:15 3 310 10 4 7 32 15 111 9 41 17 5 5647:30 1 309 16 9 28 30 12 107 12 26 22 6 5787:45 4 304 26 11 27 23 16 127 11 20 10 3 5828:00 5 232 10 20 28 44 12 116 17 22 14 8 5288:15 4 266 9 10 13 24 19 120 19 28 13 4 5298:30 3 203 12 6 7 18 15 121 14 21 5 3 4288:45 2 165 17 6 8 16 21 101 11 12 9 2 370 Total Volume: 23 2031 108 71 125 220 132 891 109 213 102 36 4061 Approach % 1% 94% 5% 17% 30% 53% 12% 79% 10% 61% 29% 10% Peak Hr Begin: 7:15
PHV 13 1155 62 44 90 129 55 461 49 109 63 22 2252
PHF 0.967
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report AM
Totals:

0.921 0.715 0.917 0.770
Southbound Westbound Northbound Eastbound
04/19/22
Location ID: 32
North/South: Harbor Blvd Date:East/West: Vermont Avenue City: Anaheim, CA 1 2 3 4 5 6 7 8 9 10 11 12
Movements: RTLRTLRTLRTL
16:00 7 186 16 16 21 50 30 221 25 14 12 6 60416:15 5 194 15 8 21 32 43 202 33 25 14 3 59516:30 7 209 10 12 23 45 33 195 32 21 14 5 60616:45 6 208 14 5 14 29 48 222 36 22 7 5 61617:00 9 210 11 12 26 31 36 240 18 19 8 8 62817:15 5 193 14 12 18 34 37 199 31 14 8 6 57117:30 8 201 9 11 25 20 32 207 33 25 9 6 58617:45 6 192 7 10 16 20 40 213 26 17 8 11 566 Total Volume: 53 1593 96 86 164 261 299 1699 234 157 80 50 4772 Approach % 3% 91% 6% 17% 32% 51% 13% 76% 10% 55% 28% 17% Peak Hr Begin: 16:15
PHV 27 821 50 37 84 137 160 859 119 87 43 21 2445
PHF 0.973
Prepared by City Count, LLC. (www.citycount.com)
Turning Movement Count Report PM
04/19/22
Southbound Westbound Northbound Eastbound
Totals:

0.976 0.806 0.930 0.899
Location ID: 32
North/South: Harbor Blvd Date:East/West: Vermont Avenue City: Anaheim, CA Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
31318000402060204 1 8 1 60 0 4 07 0 14 0 59 0 3 02 0 1 0 43 0 5 0004070200001600050000020 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
210040406040419140201020100041404030815071402121716260501 1 1 0 11 0 5 0 South West
Pedestrian/Bicycle Count Report
04/19/22
North East South West
Class:
7:007:157:30
Leg:
7:458:00
Leg: North East
8:158:308:45
Class:
16:0016:1516:3016:45
Prepared by City Count, LLC. (www.citycount.com)
17:0017:1517:3017:45
Street Segment Daily Counts

Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 39 70 109 12:00 125 137 262
00:15 32 57 89 12:15 157 148 305
00:30 29 41 70 12:30 179 145 324
00:45 24 124 32 200 56 324 12:45 171 632 162 592 333 1224 01:00 12 47 59 13:00 164 157 321
01:15 23 33 56 13:15 138 179 317
01:30 19 32 51 13:30 171 192 363
01:45 21 75 23 135 44 210 13:45 179 652 176 704 355 1356 02:00 18 21 39 14:00 176 179 355
02:15 14 22 36 14:15 171 213 384
02:30 16 22 38 14:30 257 205 462
02:45 19 67 19 84 38 151 14:45 202 806 274 871 476 1677 03:00 26 13 39 15:00 189 226 415
03:15 36 12 48 15:15 212 242 454
03:30 27835 15:30 185 294 479
03:45 36 125 12 45 48 170 15:45 211 797 278 1040 489 1837 04:00 36 15 51 16:00 192 279 471
04:15 51 19 70 16:15 201 299 500
04:30 92 32 124 16:30 193 266 459
04:45 82 261 21 87 103 348 16:45 203 789 303 1147 506 1936 05:00 99 22 121 17:00 191 273 464
05:15 88 35 123 17:15 181 320 501
05:30 150 43 193 17:30 179 228 407
05:45 150 487 52 152 202 639 17:45 170 721 278 1099 448 1820 06:00 133 44 177 18:00 181 235 416
06:15 197 67 264 18:15 219 229 448
06:30 206 72 278 18:30 155 199 354
06:45 193 729 82 265 275 994 18:45 136 691 187 850 323 1541 07:00 216 118 334 19:00 119 169 288
07:15 288 155 443 19:15 150 160 310
07:30 335 211 546 19:30 121 194 315
07:45 320 1159 218 702 538 1861 19:45 105 495 141 664 246 1159 08:00 271 186 457 20:00 118 155 273
08:15 207 139 346 20:15 119 142 261
08:30 211 135 346 20:30 108 141 249
08:45 153 842 138 598 291 1440 20:45 105 450 157 595 262 1045 09:00 157 106 263 21:00 85 153 238
09:15 162 103 265 21:15 88 120 208
09:30 183 102 285 21:30 96 128 224
09:45 133 635 121 432 254 1067 21:45 77 346 155 556 232 902 10:00 159 112 271 22:00 75 144 219
10:15 119 133 252 22:15 95 146 241
10:30 154 113 267 22:30 62 123 185
10:45 150 582 148 506 298 1088 22:45 71 303 129 542 200 845 11:00 122 140 262 23:00 59 85 144
11:15 135 129 264 23:15 52 91 143
11:30 127 126 253 23:30 40 90 130
11:45 147 531 134 529 281 1060 23:45 32 183 88 354 120 537 Totals 5617 3735 Totals 6865 9014
Split % 60.1% 39.9% Split % 43.2% 56.8%
NB
AM Peak Hour 07:15 07:15 PM Peak Hour 14:30 16:30
AM Peak Hr Volume 1214 770 PM Peak Hr Volume 860 1162
AM Pk Hr Factor 0.906 0.883 PM Pk Hr Factor 0.837 0.908 07:15 15:30
1984 1939

0.908 0.970
Daily Totals SB EB Total
00 12482 25231
WB
12749

37.1% 62.9%
Total Total
Daily Totals SB EB WB Total
00 12482 12749 25231
9352 15879
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Ball Road ‐ Euclid Street to Walnut Street
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 49 87 136 12:00 173 150 323
00:15 37 51 88 12:15 185 163 348
00:30 33 43 76 12:30 210 168 378
00:45 29 148 35 216 64 364 12:45 224 792 177 658 401 1450 01:00 12 51 63 13:00 212 177 389
01:15 26 36 62 13:15 174 204 378
01:30 23 32 55 13:30 217 208 425
01:45 26 87 27 146 53 233 13:45 198 801 200 789 398 1590 02:00 20 17 37 14:00 210 183 393
02:15 15 19 34 14:15 208 220 428
02:30 16 21 37 14:30 253 214 467
02:45 22 73 23 80 45 153 14:45 248 919 287 904 535 1823 03:00 29 16 45 15:00 235 251 486
03:15 41 11 52 15:15 246 264 510
03:30 32 10 42 15:30 237 319 556
03:45 49 151 10 47 59 198 15:45 242 960 303 1137 545 2097 04:00 43 15 58 16:00 203 302 505
04:15 63 17 80 16:15 243 293 536
04:30 120 33 153 16:30 225 294 519
04:45 103 329 15 80 118 409 16:45 250 921 307 1196 557 2117 05:00 117 22 139 17:00 221 292 513
05:15 110 39 149 17:15 221 327 548
05:30 207 52 259 17:30 211 261 472
05:45 211 645 50 163 261 808 17:45 207 860 290 1170 497 2030 06:00 170 51 221 18:00 214 245 459
06:15 242 74 316 18:15 272 270 542
06:30 262 76 338 18:30 178 215 393
06:45 255 929 92 293 347 1222 18:45 183 847 212 942 395 1789 07:00 266 123 389 19:00 137 202 339
07:15 360 160 520 19:15 177 189 366
07:30 350 161 511 19:30 132 226 358
07:45 320 1296 177 621 497 1917 19:45 130 576 158 775 288 1351 08:00 260 189 449 20:00 127 176 303
08:15 231 152 383 20:15 145 183 328
08:30 244 129 373 20:30 139 170 309
08:45 217 952 139 609 356 1561 20:45 115 526 185 714 300 1240 09:00 209 119 328 21:00 98 177 275
09:15 209 104 313 21:15 96 143 239
09:30 225 119 344 21:30 117 148 265
09:45 194 837 130 472 324 1309 21:45 99 410 194 662 293 1072 10:00 230 132 362 22:00 95 165 260
10:15 163 159 322 22:15 108 176 284
10:30 199 136 335 22:30 81 140 221
10:45 176 768 147 574 323 1342 22:45 92 376 156 637 248 1013 11:00 161 156 317 23:00 77 104 181
11:15 174 137 311 23:15 64 116 180
11:30 174 153 327 23:30 47 101 148
11:45 192 701 151 597 343 1298 23:45 36 224 95 416 131 640 Totals 6916 3898 Totals 8212 10000
Split % 64.0% 36.0% Split % 45.1% 54.9%
NB
AM Peak Hour 07:00 07:15 PM Peak Hour 14:30 16:30
AM Peak Hr Volume 1296 687 PM Peak Hr Volume 982 1220
AM Pk Hr Factor 0.900 0.909 PM Pk Hr Factor 0.970 0.933 07:15 15:30
1977 2142

0.950 0.963
Daily Totals SB EB Total
00 15128 29026
WB
13898

37.3% 62.7%
Total Total
Daily Totals SB EB WB Total
00 15128 13898 29026
10814 18212
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Ball Road ‐ Walnut Street to Disneyland Drive
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 150 73 223 12:00 163 317 480
00:15 160 64 224 12:15 202 301 503
00:30 163 73 236 12:30 211 356 567
00:45 134 607 48 258 182 865 12:45 229 805 296 1270 525 2075 01:00 89 52 141 13:00 196 277 473
01:15 83 42 125 13:15 223 333 556
01:30 55 51 106 13:30 233 344 577
01:45 38 265 47 192 85 457 13:45 225 877 301 1255 526 2132 02:00 42 23 65 14:00 220 352 572
02:15 43 24 67 14:15 283 341 624
02:30 21 37 58 14:30 243 360 603
02:45 30 136 31 115 61 251 14:45 272 1018 398 1451 670 2469 03:00 22 22 44 15:00 275 360 635
03:15 22 22 44 15:15 311 426 737
03:30 34 47 81 15:30 293 429 722
03:45 32 110 36 127 68 237 15:45 304 1183 421 1636 725 2819 04:00 36 39 75 16:00 305 427 732
04:15 45 64 109 16:15 324 430 754
04:30 81 104 185 16:30 317 420 737
04:45 80 242 76 283 156 525 16:45 366 1312 401 1678 767 2990 05:00 83 63 146 17:00 307 449 756
05:15 82 106 188 17:15 295 419 714
05:30 152 124 276 17:30 289 339 628
05:45 190 507 124 417 314 924 17:45 332 1223 437 1644 769 2867 06:00 135 124 259 18:00 268 333 601
06:15 173 184 357 18:15 281 365 646
06:30 236 176 412 18:30 289 343 632
06:45 251 795 205 689 456 1484 18:45 258 1096 300 1341 558 2437 07:00 207 266 473 19:00 256 294 550
07:15 309 371 680 19:15 282 217 499
07:30 389 424 813 19:30 229 253 482
07:45 340 1245 383 1444 723 2689 19:45 222 989 203 967 425 1956 08:00 288 397 685 20:00 244 221 465
08:15 353 396 749 20:15 250 187 437
08:30 255 373 628 20:30 251 162 413
08:45 242 1138 342 1508 584 2646 20:45 267 1012 178 748 445 1760 09:00 227 327 554 21:00 244 203 447
09:15 191 354 545 21:15 252 168 420
09:30 211 344 555 21:30 302 135 437
09:45 209 838 387 1412 596 2250 21:45 228 1026 209 715 437 1741 10:00 210 375 585 22:00 288 164 452
10:15 182 376 558 22:15 280 183 463
10:30 184 400 584 22:30 303 159 462
10:45 194 770 346 1497 540 2267 22:45 304 1175 135 641 439 1816 11:00 169 330 499 23:00 257 90 347
11:15 169 278 447 23:15 246 109 355
11:30 183 317 500 23:30 140 78 218
11:45 182 703 366 1291 548 1994 23:45 130 773 50 327 180 1100 Totals 7356 9233 Totals 12489 13673
Split % 44.3% 55.7% Split % 47.7% 52.3%
NB
AM Peak Hour 07:30 07:30 PM Peak Hour 16:15 15:30
AM Peak Hr Volume 1370 1600 PM Peak Hr Volume 1314 1707 AM Pk Hr Factor 0.880 0.943 PM Pk Hr Factor 0.898 0.992 07:30 16:15
2970 3014

0.913 0.982
Daily Totals SB EB Total
00 19845 42751
WB
22906

38.8% 61.2%
Total Total
Daily Totals SB EB WB Total
00 19845 22906 42751
16589 26162
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Ball Road ‐ Disneyland Drive to Harbor Boulevard
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 140 78 218 12:00 203 255 458
00:15 135 56 191 12:15 209 279 488
00:30 144 55 199 12:30 229 219 448
00:45 99 518 39 228 138 746 12:45 208 849 218 971 426 1820 01:00 71 40 111 13:00 220 216 436
01:15 72 37 109 13:15 234 264 498
01:30 45 50 95 13:30 205 250 455
01:45 50 238 17 144 67 382 13:45 232 891 233 963 465 1854 02:00 37 18 55 14:00 232 280 512
02:15 45 26 71 14:15 226 239 465
02:30 22 40 62 14:30 229 303 532
02:45 34 138 24 108 58 246 14:45 300 987 335 1157 635 2144 03:00 18 22 40 15:00 244 310 554
03:15 25 24 49 15:15 260 361 621
03:30 35 34 69 15:30 261 397 658
03:45 42 120 29 109 71 229 15:45 262 1027 400 1468 662 2495 04:00 36 48 84 16:00 250 344 594
04:15 52 59 111 16:15 257 401 658
04:30 93 83 176 16:30 314 413 727
04:45 85 266 78 268 163 534 16:45 280 1101 350 1508 630 2609 05:00 70 120 190 17:00 255 357 612
05:15 94 99 193 17:15 257 396 653
05:30 134 125 259 17:30 230 352 582
05:45 182 480 137 481 319 961 17:45 251 993 312 1417 563 2410 06:00 156 172 328 18:00 238 304 542
06:15 161 165 326 18:15 254 278 532
06:30 200 184 384 18:30 237 231 468
06:45 209 726 183 704 392 1430 18:45 223 952 205 1018 428 1970 07:00 182 241 423 19:00 235 200 435
07:15 265 217 482 19:15 218 185 403
07:30 232 263 495 19:30 199 211 410
07:45 266 945 266 987 532 1932 19:45 180 832 132 728 312 1560 08:00 242 306 548 20:00 219 147 366
08:15 199 261 460 20:15 223 137 360
08:30 216 254 470 20:30 213 138 351
08:45 198 855 292 1113 490 1968 20:45 236 891 148 570 384 1461 09:00 161 265 426 21:00 199 134 333
09:15 141 213 354 21:15 238 141 379
09:30 203 270 473 21:30 215 103 318
09:45 161 666 233 981 394 1647 21:45 215 867 190 568 405 1435 10:00 139 223 362 22:00 210 133 343
10:15 173 243 416 22:15 209 187 396
10:30 189 249 438 22:30 214 116 330
10:45 170 671 275 990 445 1661 22:45 228 861 115 551 343 1412 11:00 172 211 383 23:00 202 72 274
11:15 165 240 405 23:15 205 76 281
11:30 171 241 412 23:30 140 70 210
11:45 160 668 231 923 391 1591 23:45 136 683 77 295 213 978 Totals 6291 7036 Totals 10934 11214
Split % 47.2% 52.8% Split % 49.4% 50.6%
NB
AM Peak Hour 07:15 08:00 PM Peak Hour 16:30 15:45
AM Peak Hr Volume 1005 1113 PM Peak Hr Volume 1106 1558 AM Pk Hr Factor 0.945 0.909 PM Pk Hr Factor 0.881 0.943 Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Ball Road ‐ Harbor Boulevard to Anaheim Boulevard
Thursday, April 21, 2022 Anaheim, CA

37.6% 62.4%
Total Total
Daily Totals SB EB WB Total
00 17225 18250 35475
13327 22148
Daily Totals SB EB Total
00 17225 35475
WB
18250
07:15 15:45
2057 2641

0.938 0.908
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 19 77 96 12:00 36 37 73
00:15 17 62 79 12:15 46 51 97
00:30 21 108 129 12:30 35 44 79
00:45 17 74 80 327 97 401 12:45 37 154 31 163 68 317
01:00 22 94 116 13:00 32 44 76
01:15 20 65 85 13:15 42 54 96
01:30 22 63 85 13:30 55 58 113
01:45 15 79 43 265 58 344 13:45 45 174 52 208 97 382
02:00 617 23 14:00 46 39 85
02:15 11 23 34 14:15 67 57 124
02:30 8 917 14:30 62 67 129
02:45 11 36 10 59 21 95 14:45 63 238 55 218 118 456
03:00 9 413 15:00 55 67 122
03:15 19 10 29 15:15 60 64 124
03:30 639 15:30 47 76 123
03:45 8 42 7 24 15 66 15:45 64 226 79 286 143 512
04:00 729 16:00 62 90 152
04:15 17219 16:15 53 60 113
04:30 37 11 48 16:30 60 91 151
04:45 27 88 8 23 35 111 16:45 55 230 72 313 127 543
05:00 30 10 40 17:00 53 66 119
05:15 27 16 43 17:15 51 87 138
05:30 46 16 62 17:30 50 84 134
05:45 39 142 14 56 53 198 17:45 40 194 82 319 122 513
06:00 47 17 64 18:00 44 68 112
06:15 68 14 82 18:15 42 62 104
06:30 86 15 101 18:30 40 62 102
06:45 80 281 21 67 101 348 18:45 36 162 50 242 86 404
07:00 61 27 88 19:00 28 53 81
07:15 45 42 87 19:15 37 52 89
07:30 57 48 105 19:30 36 60 96
07:45 64 227 61 178 125 405 19:45 37 138 37 202 74 340
08:00 45 49 94 20:00 39 38 77
08:15 66 34 100 20:15 38 60 98
08:30 53 29 82 20:30 33 63 96
08:45 44 208 36 148 80 356 20:45 48 158 47 208 95 366
09:00 48 40 88 21:00 46 52 98
09:15 55 55 110 21:15 33 51 84
09:30 34 48 82 21:30 38 48 86
09:45 47 184 49 192 96 376 21:45 48 165 49 200 97 365
10:00 53 46 99 22:00 29 55 84
10:15 60 65 125 22:15 42 49 91
10:30 41 35 76 22:30 32 55 87
10:45 44 198 47 193 91 391 22:45 39 142 54 213 93 355
11:00 53 62 115 23:00 33 61 94
11:15 53 47 100 23:15 24 53 77
11:30 40 41 81 23:30 25 76 101
11:45 39 185 26 176 65 361 23:45 17 99 82 272 99 371
Totals 1744 1708 Totals 2080 2844
Split % 50.5% 49.5% Split % 42.2% 57.8%
NB
AM Peak Hour 06:15 00:30 PM Peak Hour 14:15 17:15
AM Peak Hr Volume 295 347 PM Peak Hr Volume 247 321
AM Pk Hr Factor 0.858 0.803 PM Pk Hr Factor 0.922 0.922 Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Manchester Avenue ‐ Harbor Boulevard to Clementine Street Thursday, April 21, 2022 Anaheim, CA

41.2% 58.8%
Total Total
Daily Totals SB EB WB Total
00 3824 4552 8376
3452 4924
Daily Totals SB EB Total
00 3824 8376
WB
4552
00:30 15:45
427 559

0.828 0.919
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 55 30 85 12:00 31 49 80
00:15 62 42 104 12:15 53 64 117
00:30 68 24 92 12:30 55 52 107
00:45 42 227 18 114 60 341 12:45 69 208 48 213 117 421
01:00 39 19 58 13:00 49 49 98
01:15 36 24 60 13:15 44 66 110
01:30 31 23 54 13:30 58 56 114
01:45 35 141 16 82 51 223 13:45 50 201 59 230 109 431
02:00 13 22 35 14:00 53 55 108
02:15 11 20 31 14:15 53 74 127
02:30 13 12 25 14:30 67 76 143
02:45 4 41 6 60 10 101 14:45 63 236 65 270 128 506
03:00 6 915 15:00 50 65 115
03:15 612 18 15:15 56 73 129
03:30 311 14 15:30 63 68 131
03:45 6 21 9 41 15 62 15:45 69 238 73 279 142 517
04:00 416 20 16:00 51 69 120
04:15 313 16 16:15 73 63 136
04:30 424 28 16:30 79 84 163
04:45 6 17 20 73 26 90 16:45 76 279 75 291 151 570
05:00 936 45 17:00 71 87 158
05:15 13 19 32 17:15 63 73 136
05:30 14 26 40 17:30 71 82 153
05:45 15 51 39 120 54 171 17:45 75 280 83 325 158 605
06:00 22 32 54 18:00 75 83 158
06:15 15 44 59 18:15 79 58 137
06:30 30 56 86 18:30 75 81 156
06:45 28 95 60 192 88 287 18:45 67 296 64 286 131 582
07:00 30 43 73 19:00 81 75 156
07:15 37 64 101 19:15 76 60 136
07:30 53 76 129 19:30 76 56 132
07:45 45 165 73 256 118 421 19:45 78 311 65 256 143 567 08:00 50 75 125 20:00 86 60 146
08:15 34 85 119 20:15 80 55 135
08:30 32 88 120 20:30 80 72 152
08:45 60 176 77 325 137 501 20:45 92 338 64 251 156 589 09:00 41 99 140 21:00 89 66 155
09:15 47 83 130 21:15 95 58 153
09:30 40 73 113 21:30 106 64 170
09:45 55 183 74 329 129 512 21:45 98 388 63 251 161 639 10:00 43 77 120 22:00 88 73 161
10:15 51 58 109 22:15 85 59 144
10:30 50 77 127 22:30 94 61 155
10:45 27 171 63 275 90 446 22:45 98 365 68 261 166 626
11:00 45 85 130 23:00 98 52 150
11:15 42 59 101 23:15 82 47 129
11:30 43 51 94 23:30 78 32 110
11:45 52 182 51 246 103 428 23:45 79 337 34 165 113 502 Totals 1470 2113 Totals 3477 3078
Split % 41.0% 59.0% Split % 53.0% 47.0%
NB
AM Peak Hour 00:00 08:15 PM Peak Hour 21:00 17:00
AM Peak Hr Volume 227 349 PM Peak Hr Volume 388 325
AM Pk Hr Factor 0.835 0.881 PM Pk Hr Factor 0.915 0.934 Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Disney Way ‐  Harbor Boulevard to Clementine Street
Thursday, April 21, 2022 Anaheim, CA

35.3% 64.7%
Total Total
Daily Totals SB EB WB Total
00 4947 5191 10138
3583 6555
Daily Totals SB EB Total
00 4947 10138
WB
5191
08:30 21:15
527 645

0.941 0.949
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 84 21 105 12:00 42 63 105
00:15 83 31 114 12:15 59 90 149
00:30 110 9 119 12:30 49 83 132
00:45 75 352 12 73 87 425 12:45 72 222 78 314 150 536
01:00 55 15 70 13:00 56 84 140
01:15 74 15 89 13:15 59 122 181
01:30 53 18 71 13:30 77 103 180
01:45 30 212 14 62 44 274 13:45 52 244 96 405 148 649
02:00 13 20 33 14:00 63 110 173
02:15 18 22 40 14:15 79 116 195
02:30 20 12 32 14:30 74 122 196
02:45 8 59 6 60 14 119 14:45 67 283 123 471 190 754
03:00 14 9 23 15:00 75 128 203
03:15 11 15 26 15:15 80 123 203
03:30 9 716 15:30 92 130 222
03:45 6 40 17 48 23 88 15:45 79 326 138 519 217 845
04:00 414 18 16:00 77 117 194
04:15 316 19 16:15 96 117 213
04:30 10 35 45 16:30 104 158 262
04:45 4 21 38 103 42 124 16:45 87 364 138 530 225 894
05:00 357 60 17:00 94 142 236
05:15 847 55 17:15 87 133 220
05:30 12 67 79 17:30 88 143 231
05:45 10 33 65 236 75 269 17:45 81 350 125 543 206 893
06:00 25 75 100 18:00 91 132 223
06:15 17 80 97 18:15 95 100 195
06:30 32 99 131 18:30 90 119 209
06:45 30 104 111 365 141 469 18:45 86 362 87 438 173 800 07:00 29 97 126 19:00 83 104 187
07:15 34 112 146 19:15 90 78 168
07:30 55 108 163 19:30 93 77 170
07:45 45 163 116 433 161 596 19:45 66 332 87 346 153 678 08:00 45 107 152 20:00 79 75 154
08:15 28 138 166 20:15 85 72 157
08:30 32 125 157 20:30 92 90 182
08:45 53 158 115 485 168 643 20:45 81 337 75 312 156 649 09:00 41 138 179 21:00 87 100 187
09:15 39 122 161 21:15 84 66 150
09:30 41 120 161 21:30 106 81 187
09:45 43 164 126 506 169 670 21:45 87 364 69 316 156 680 10:00 45 102 147 22:00 105 80 185
10:15 57 111 168 22:15 104 79 183
10:30 69 113 182 22:30 101 59 160
10:45 46 217 97 423 143 640 22:45 119 429 71 289 190 718 11:00 58 117 175 23:00 114 69 183
11:15 59 92 151 23:15 90 40 130
11:30 54 92 146 23:30 93 24 117
11:45 53 224 86 387 139 611 23:45 102 399 28 161 130 560 Totals 1747 3181 Totals 4012 4644
Split % 35.5% 64.5% Split % 46.3% 53.7%
NB
AM Peak Hour 00:00 08:15 PM Peak Hour 22:15 16:30
AM Peak Hr Volume 352 516 PM Peak Hr Volume 438 571
AM Pk Hr Factor 0.800 0.935 PM Pk Hr Factor 0.920 0.903 09:00 16:30
670 943

0.936 0.900
Daily Totals SB EB Total
00 5759 13584
WB
7825

36.3% 63.7%
Total Total
Daily Totals SB EB WB Total
00 5759 7825 13584
4928 8656
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Disney Way ‐ Clementine Street to Anaheim Boulevard
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 32 62 94 12:00 149 137 286
00:15 31 82 113 12:15 167 166 333
00:30 28 43 71 12:30 159 161 320
00:45 25 116 35 222 60 338 12:45 151 626 153 617 304 1243 01:00 16 32 48 13:00 168 134 302
01:15 11 17 28 13:15 144 188 332
01:30 11 25 36 13:30 185 151 336
01:45 16 54 20 94 36 148 13:45 154 651 225 698 379 1349 02:00 16 17 33 14:00 183 167 350
02:15 12 23 35 14:15 191 188 379
02:30 20 34 54 14:30 203 233 436
02:45 23 71 13 87 36 158 14:45 251 828 243 831 494 1659 03:00 22 16 38 15:00 200 244 444
03:15 26 16 42 15:15 170 234 404
03:30 40 15 55 15:30 247 275 522
03:45 37 125 21 68 58 193 15:45 215 832 269 1022 484 1854 04:00 46 17 63 16:00 231 307 538
04:15 70 22 92 16:15 233 298 531
04:30 99 27 126 16:30 221 333 554
04:45 85 300 35 101 120 401 16:45 209 894 298 1236 507 2130 05:00 94 31 125 17:00 214 352 566
05:15 99 31 130 17:15 175 341 516
05:30 163 46 209 17:30 228 304 532
05:45 150 506 54 162 204 668 17:45 229 846 287 1284 516 2130 06:00 125 51 176 18:00 232 275 507
06:15 161 69 230 18:15 196 223 419
06:30 237 101 338 18:30 197 246 443
06:45 236 759 106 327 342 1086 18:45 182 807 186 930 368 1737 07:00 246 100 346 19:00 162 186 348
07:15 251 122 373 19:15 159 201 360
07:30 356 168 524 19:30 166 189 355
07:45 337 1190 158 548 495 1738 19:45 145 632 145 721 290 1353 08:00 302 159 461 20:00 157 212 369
08:15 269 190 459 20:15 149 166 315
08:30 243 102 345 20:30 142 138 280
08:45 199 1013 132 583 331 1596 20:45 126 574 168 684 294 1258 09:00 148 123 271 21:00 107 137 244
09:15 185 142 327 21:15 122 151 273
09:30 157 111 268 21:30 129 134 263
09:45 138 628 117 493 255 1121 21:45 114 472 144 566 258 1038 10:00 166 104 270 22:00 119 158 277
10:15 129 137 266 22:15 82 137 219
10:30 150 146 296 22:30 103 139 242
10:45 150 595 129 516 279 1111 22:45 69 373 126 560 195 933 11:00 138 123 261 23:00 65 99 164
11:15 161 130 291 23:15 48 112 160
11:30 160 132 292 23:30 58 76 134
11:45 158 617 162 547 320 1164 23:45 42 213 84 371 126 584 Totals 5974 3748 Totals 7748 9520
Split % 61.4% 38.6% Split % 44.9% 55.1%
NB
AM Peak Hour 07:30 07:30 PM Peak Hour 15:30 16:30
AM Peak Hr Volume 1264 675 PM Peak Hr Volume 926 1324
AM Pk Hr Factor 0.888 0.888 PM Pk Hr Factor 0.937 0.940 07:30 16:15
1939 2158

0.925 0.953
Daily Totals SB EB Total
00 13722 26990
WB
13268

36.0% 64.0%
Total Total
Daily Totals SB EB WB Total
00 13722 13268 26990
9722 17268
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Katella Avenue ‐ 9th Street to Walnut Street
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 30 76 106 12:00 175 151 326
00:15 27 88 115 12:15 167 188 355
00:30 35 50 85 12:30 191 154 345
00:45 0 92 0 214 0 306 12:45 164 697 162 655 326 1352
01:00 000 13:00 166 148 314
01:15 12 21 33 13:15 169 200 369
01:30 13 32 45 13:30 199 164 363
01:45 15 40 22 75 37 115 13:45 170 704 238 750 408 1454 02:00 17 22 39 14:00 196 169 365
02:15 13 23 36 14:15 203 210 413
02:30 21 35 56 14:30 219 249 468
02:45 23 74 14 94 37 168 14:45 261 879 275 903 536 1782 03:00 24 15 39 15:00 212 277 489
03:15 27 17 44 15:15 204 271 475
03:30 42 13 55 15:30 265 306 571
03:45 41 134 21 66 62 200 15:45 234 915 297 1151 531 2066 04:00 49 14 63 16:00 235 350 585
04:15 78 22 100 16:15 251 344 595
04:30 105 31 136 16:30 231 378 609
04:45 90 322 37 104 127 426 16:45 230 947 326 1398 556 2345 05:00 103 35 138 17:00 241 405 646
05:15 119 33 152 17:15 199 390 589
05:30 184 38 222 17:30 242 364 606
05:45 160 566 59 165 219 731 17:45 270 952 328 1487 598 2439 06:00 142 58 200 18:00 239 316 555
06:15 198 74 272 18:15 199 251 450
06:30 264 97 361 18:30 224 276 500
06:45 289 893 114 343 403 1236 18:45 196 858 217 1060 413 1918 07:00 282 112 394 19:00 168 210 378
07:15 286 133 419 19:15 177 229 406
07:30 400 177 577 19:30 182 207 389
07:45 410 1378 145 567 555 1945 19:45 160 687 169 815 329 1502 08:00 358 175 533 20:00 176 233 409
08:15 340 221 561 20:15 156 200 356
08:30 271 113 384 20:30 156 148 304
08:45 212 1181 148 657 360 1838 20:45 132 620 195 776 327 1396 09:00 162 117 279 21:00 120 150 270
09:15 196 155 351 21:15 118 181 299
09:30 176 121 297 21:30 125 155 280
09:45 152 686 140 533 292 1219 21:45 149 512 182 668 331 1180 10:00 174 115 289 22:00 125 179 304
10:15 140 143 283 22:15 95 174 269
10:30 154 155 309 22:30 113 154 267
10:45 159 627 147 560 306 1187 22:45 83 416 158 665 241 1081 11:00 153 133 286 23:00 80 116 196
11:15 174 155 329 23:15 63 133 196
11:30 173 154 327 23:30 61 92 153
11:45 166 666 174 616 340 1282 23:45 40 244 93 434 133 678 Totals 6659 3994 Totals 8431 10762
Split % 62.5% 37.5% Split % 43.9% 56.1%
NB
AM Peak Hour 07:30 07:30 PM Peak Hour 15:30 16:30
AM Peak Hr Volume 1508 718 PM Peak Hr Volume 985 1499
AM Pk Hr Factor 0.920 0.812 PM Pk Hr Factor 0.929 0.925 07:30 17:00
2226 2439

0.964 0.944
Daily Totals SB EB Total
00 15090 29846
WB
14756

35.7% 64.3%
Total Total
Daily Totals SB EB WB Total
00 15090 14756 29846
10653 19193
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Katella Avenue ‐ Walnut Street to Disneyland Drive Thursday, April 21, 2022 Anaheim, CA Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 67 78 145 12:00 203 192 395
00:15 59 77 136 12:15 202 204 406
00:30 60 62 122 12:30 210 194 404
00:45 31 217 54 271 85 488 12:45 194 809 219 809 413 1618 01:00 25 45 70 13:00 205 158 363
01:15 16 37 53 13:15 189 233 422
01:30 19 32 51 13:30 199 225 424
01:45 21 81 23 137 44 218 13:45 195 788 211 827 406 1615 02:00 13 25 38 14:00 203 234 437
02:15 16 26 42 14:15 210 208 418
02:30 23 40 63 14:30 240 277 517
02:45 20 72 14 105 34 177 14:45 269 922 311 1030 580 1952 03:00 26 17 43 15:00 242 291 533
03:15 28 25 53 15:15 224 331 555
03:30 33 12 45 15:30 267 380 647
03:45 42 129 6 60 48 189 15:45 253 986 352 1354 605 2340 04:00 48 23 71 16:00 243 327 570
04:15 71 39 110 16:15 260 378 638
04:30 107 43 150 16:30 263 366 629
04:45 86 312 56 161 142 473 16:45 269 1035 385 1456 654 2491 05:00 96 45 141 17:00 272 402 674
05:15 123 53 176 17:15 238 336 574
05:30 177 56 233 17:30 257 417 674
05:45 164 560 93 247 257 807 17:45 260 1027 356 1511 616 2538 06:00 125 79 204 18:00 232 319 551
06:15 199 126 325 18:15 271 264 535
06:30 236 111 347 18:30 244 280 524
06:45 269 829 152 468 421 1297 18:45 225 972 267 1130 492 2102 07:00 251 144 395 19:00 197 227 424
07:15 283 195 478 19:15 213 243 456
07:30 314 224 538 19:30 191 225 416
07:45 409 1257 250 813 659 2070 19:45 215 816 181 876 396 1692 08:00 288 179 467 20:00 207 224 431
08:15 296 236 532 20:15 212 182 394
08:30 257 200 457 20:30 184 171 355
08:45 208 1049 215 830 423 1879 20:45 166 769 198 775 364 1544 09:00 143 173 316 21:00 171 170 341
09:15 203 232 435 21:15 183 178 361
09:30 183 197 380 21:30 190 170 360
09:45 161 690 205 807 366 1497 21:45 221 765 184 702 405 1467 10:00 183 190 373 22:00 196 180 376
10:15 153 221 374 22:15 169 152 321
10:30 165 222 387 22:30 158 147 305
10:45 184 685 201 834 385 1519 22:45 143 666 170 649 313 1315 11:00 176 222 398 23:00 130 97 227
11:15 204 195 399 23:15 111 123 234
11:30 176 213 389 23:30 100 97 197
11:45 202 758 194 824 396 1582 23:45 73 414 92 409 165 823 Totals 6639 5557 Totals 9969 11528
Split % 54.4% 45.6% Split % 46.4% 53.6%
NB
AM Peak Hour 07:30 07:30 PM Peak Hour 16:15 16:45
AM Peak Hr Volume 1307 889 PM Peak Hr Volume 1064 1540
AM Pk Hr Factor 0.799 0.889 PM Pk Hr Factor 0.978 0.923 07:30 16:15
2196 2595

0.833 0.963
Daily Totals SB EB Total
00 16608 33693
WB
17085

36.2% 63.8%
Total Total
Daily Totals SB EB WB Total
00 16608 17085 33693
12196 21497
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Katella Avenue ‐ Disneyland Drive to Hotel Way
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 106 88 194 12:00 208 238 446
00:15 100 73 173 12:15 171 255 426
00:30 119 73 192 12:30 243 190 433
00:45 64 389 59 293 123 682 12:45 213 835 234 917 447 1752 01:00 63 50 113 13:00 225 224 449
01:15 41 34 75 13:15 208 239 447
01:30 31 47 78 13:30 220 204 424
01:45 32 167 29 160 61 327 13:45 221 874 245 912 466 1786 02:00 35 35 70 14:00 244 276 520
02:15 24 21 45 14:15 261 251 512
02:30 32 34 66 14:30 283 236 519
02:45 21 112 27 117 48 229 14:45 261 1049 289 1052 550 2101 03:00 26 32 58 15:00 287 296 583
03:15 25 17 42 15:15 265 345 610
03:30 37 30 67 15:30 297 346 643
03:45 44 132 25 104 69 236 15:45 298 1147 322 1309 620 2456 04:00 54 21 75 16:00 254 381 635
04:15 51 31 82 16:15 301 345 646
04:30 110 48 158 16:30 331 390 721
04:45 78 293 48 148 126 441 16:45 306 1192 418 1534 724 2726 05:00 74 51 125 17:00 309 364 673
05:15 124 57 181 17:15 357 345 702
05:30 160 98 258 17:30 316 433 749
05:45 176 534 96 302 272 836 17:45 260 1242 362 1504 622 2746 06:00 136 76 212 18:00 307 297 604
06:15 206 109 315 18:15 267 292 559
06:30 234 145 379 18:30 251 278 529
06:45 250 826 142 472 392 1298 18:45 262 1087 244 1111 506 2198 07:00 221 142 363 19:00 235 279 514
07:15 265 192 457 19:15 251 244 495
07:30 355 215 570 19:30 214 268 482
07:45 302 1143 223 772 525 1915 19:45 218 918 221 1012 439 1930 08:00 248 211 459 20:00 239 204 443
08:15 298 234 532 20:15 242 201 443
08:30 253 182 435 20:30 202 205 407
08:45 234 1033 245 872 479 1905 20:45 224 907 197 807 421 1714 09:00 210 234 444 21:00 263 188 451
09:15 199 232 431 21:15 202 212 414
09:30 203 226 429 21:30 219 195 414
09:45 163 775 275 967 438 1742 21:45 235 919 207 802 442 1721 10:00 195 240 435 22:00 208 184 392
10:15 158 244 402 22:15 221 215 436
10:30 217 247 464 22:30 236 188 424
10:45 223 793 233 964 456 1757 22:45 209 874 137 724 346 1598 11:00 203 206 409 23:00 150 128 278
11:15 201 221 422 23:15 166 103 269
11:30 236 202 438 23:30 149 118 267
11:45 187 827 201 830 388 1657 23:45 120 585 111 460 231 1045 Totals 7024 6001 Totals 11629 12144
Split % 53.9% 46.1% Split % 48.9% 51.1%
NB
AM Peak Hour 07:30 09:45 PM Peak Hour 16:30 16:45
AM Peak Hr Volume 1203 1006 PM Peak Hr Volume 1303 1560 AM Pk Hr Factor 0.847 0.915 PM Pk Hr Factor 0.912 0.901 07:30 16:45
2086 2848

0.915 0.951
Daily Totals SB EB Total
00 18653 36798
WB
18145

35.4% 64.6%
Total Total
Daily Totals SB EB WB Total
00 18653 18145 36798
13025 23773
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Katella Avenue ‐  Hotel Way to Harbor Boulevard
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 101 91 192 12:00 199 275 474
00:15 93 57 150 12:15 178 267 445
00:30 112 72 184 12:30 226 216 442
00:45 60 366 66 286 126 652 12:45 205 808 257 1015 462 1823 01:00 63 56 119 13:00 229 232 461
01:15 41 43 84 13:15 196 253 449
01:30 31 56 87 13:30 210 222 432
01:45 37 172 38 193 75 365 13:45 213 848 241 948 454 1796 02:00 40 41 81 14:00 222 282 504
02:15 26 23 49 14:15 246 258 504
02:30 24 30 54 14:30 263 229 492
02:45 23 113 26 120 49 233 14:45 240 971 282 1051 522 2022 03:00 30 29 59 15:00 279 306 585
03:15 28 20 48 15:15 272 338 610
03:30 32 32 64 15:30 291 369 660
03:45 53 143 24 105 77 248 15:45 289 1131 322 1335 611 2466 04:00 53 28 81 16:00 243 412 655
04:15 51 37 88 16:15 281 329 610
04:30 115 51 166 16:30 293 384 677
04:45 78 297 58 174 136 471 16:45 284 1101 426 1551 710 2652 05:00 71 47 118 17:00 281 388 669
05:15 117 57 174 17:15 306 347 653
05:30 161 94 255 17:30 298 437 735
05:45 161 510 91 289 252 799 17:45 261 1146 384 1556 645 2702 06:00 135 83 218 18:00 304 318 622
06:15 200 111 311 18:15 244 317 561
06:30 222 141 363 18:30 257 291 548
06:45 246 803 161 496 407 1299 18:45 253 1058 283 1209 536 2267 07:00 203 150 353 19:00 242 279 521
07:15 258 196 454 19:15 227 243 470
07:30 343 228 571 19:30 207 272 479
07:45 286 1090 249 823 535 1913 19:45 221 897 271 1065 492 1962 08:00 219 232 451 20:00 210 218 428
08:15 288 248 536 20:15 244 214 458
08:30 228 204 432 20:30 215 242 457
08:45 221 956 254 938 475 1894 20:45 222 891 226 900 448 1791 09:00 216 219 435 21:00 243 220 463
09:15 189 231 420 21:15 209 234 443
09:30 207 253 460 21:30 199 208 407
09:45 156 768 308 1011 464 1779 21:45 238 889 216 878 454 1767 10:00 189 259 448 22:00 230 217 447
10:15 140 253 393 22:15 214 213 427
10:30 214 268 482 22:30 225 212 437
10:45 209 752 212 992 421 1744 22:45 205 874 164 806 369 1680 11:00 184 219 403 23:00 143 159 302
11:15 185 218 403 23:15 163 115 278
11:30 218 207 425 23:30 137 110 247
11:45 188 775 219 863 407 1638 23:45 126 569 103 487 229 1056 Totals 6745 6290 Totals 11183 12801
Split % 51.7% 48.3% Split % 46.6% 53.4%
NB
AM Peak Hour 07:30 09:45 PM Peak Hour 17:15 16:45
AM Peak Hr Volume 1136 1088 PM Peak Hr Volume 1169 1598 AM Pk Hr Factor 0.828 0.883 PM Pk Hr Factor 0.955 0.914 Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Katella Avenue ‐ Harbor Boulevard to Clementine Street
Thursday, April 21, 2022 Anaheim, CA

35.2% 64.8%
Total Total
Daily Totals SB EB WB Total
00 17928 19091 37019
13035 23984
Daily Totals SB EB Total
00 17928 37019
WB
19091
07:30 16:45
2093 2767

0.916 0.941
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 142 62 204 12:00 202 270 472
00:15 125 44 169 12:15 193 228 421
00:30 112 58 170 12:30 242 214 456
00:45 88 467 38 202 126 669 12:45 209 846 280 992 489 1838 01:00 67 42 109 13:00 242 211 453
01:15 50 37 87 13:15 221 239 460
01:30 42 39 81 13:30 205 228 433
01:45 41 200 15 133 56 333 13:45 216 884 254 932 470 1816 02:00 33 37 70 14:00 236 248 484
02:15 36 18 54 14:15 268 254 522
02:30 23 36 59 14:30 278 262 540
02:45 27 119 31 122 58 241 14:45 286 1068 273 1037 559 2105 03:00 36 22 58 15:00 246 319 565
03:15 31 23 54 15:15 277 311 588
03:30 29 38 67 15:30 286 386 672
03:45 42 138 44 127 86 265 15:45 293 1102 321 1337 614 2439 04:00 46 38 84 16:00 272 382 654
04:15 54 45 99 16:15 273 364 637
04:30 106 61 167 16:30 298 384 682
04:45 70 276 81 225 151 501 16:45 340 1183 391 1521 731 2704 05:00 73 67 140 17:00 279 393 672
05:15 114 88 202 17:15 270 411 681
05:30 138 101 239 17:30 333 374 707
05:45 152 477 113 369 265 846 17:45 243 1125 348 1526 591 2651 06:00 135 103 238 18:00 299 361 660
06:15 140 139 279 18:15 238 272 510
06:30 235 174 409 18:30 262 287 549
06:45 223 733 178 594 401 1327 18:45 236 1035 263 1183 499 2218 07:00 218 182 400 19:00 244 305 549
07:15 197 201 398 19:15 253 232 485
07:30 331 257 588 19:30 240 277 517
07:45 295 1041 237 877 532 1918 19:45 226 963 241 1055 467 2018 08:00 207 246 453 20:00 196 208 404
08:15 292 250 542 20:15 233 213 446
08:30 175 274 449 20:30 242 205 447
08:45 215 889 221 991 436 1880 20:45 205 876 196 822 401 1698 09:00 238 272 510 21:00 234 194 428
09:15 174 237 411 21:15 207 196 403
09:30 201 271 472 21:30 227 185 412
09:45 162 775 314 1094 476 1869 21:45 236 904 178 753 414 1657 10:00 199 259 458 22:00 249 170 419
10:15 148 256 404 22:15 245 199 444
10:30 218 261 479 22:30 231 160 391
10:45 184 749 207 983 391 1732 22:45 209 934 115 644 324 1578 11:00 220 208 428 23:00 207 107 314
11:15 180 214 394 23:15 193 93 286
11:30 231 179 410 23:30 179 93 272
11:45 166 797 229 830 395 1627 23:45 138 717 88 381 226 1098 Totals 6661 6547 Totals 11637 12183
Split % 50.4% 49.6% Split % 48.9% 51.1%
NB
AM Peak Hour 07:30 09:30 PM Peak Hour 16:45 16:30
AM Peak Hr Volume 1125 1100 PM Peak Hr Volume 1222 1579 AM Pk Hr Factor 0.850 0.876 PM Pk Hr Factor 0.899 0.960 07:30 16:45
2115 2791

0.899 0.955
Daily Totals SB EB Total
00 18298 37028
WB
18730

35.7% 64.3%
Total Total
Daily Totals SB EB WB Total
00 18298 18730 37028
13208 23820
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Katella Avenue ‐ Clementine Street to Anaheim Boulevard Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 136 63 199 12:00 198 259 457
00:15 119 37 156 12:15 172 209 381
00:30 111 57 168 12:30 230 215 445
00:45 82 448 31 188 113 636 12:45 203 803 266 949 469 1752 01:00 65 38 103 13:00 216 215 431
01:15 50 33 83 13:15 217 237 454
01:30 35 33 68 13:30 201 226 427
01:45 40 190 17 121 57 311 13:45 221 855 246 924 467 1779 02:00 36 26 62 14:00 241 225 466
02:15 33 15 48 14:15 249 241 490
02:30 21 23 44 14:30 253 252 505
02:45 22 112 25 89 47 201 14:45 255 998 245 963 500 1961 03:00 39 17 56 15:00 240 294 534
03:15 32 19 51 15:15 273 280 553
03:30 30 34 64 15:30 264 348 612
03:45 49 150 42 112 91 262 15:45 278 1055 293 1215 571 2270 04:00 51 32 83 16:00 282 346 628
04:15 60 41 101 16:15 263 331 594
04:30 122 51 173 16:30 267 352 619
04:45 96 329 57 181 153 510 16:45 322 1134 355 1384 677 2518 05:00 75 60 135 17:00 271 367 638
05:15 131 78 209 17:15 254 387 641
05:30 148 85 233 17:30 307 355 662
05:45 160 514 93 316 253 830 17:45 220 1052 323 1432 543 2484 06:00 158 99 257 18:00 287 326 613
06:15 177 115 292 18:15 220 258 478
06:30 246 161 407 18:30 252 258 510
06:45 236 817 158 533 394 1350 18:45 249 1008 244 1086 493 2094 07:00 240 166 406 19:00 214 270 484
07:15 227 189 416 19:15 246 219 465
07:30 335 212 547 19:30 214 268 482
07:45 277 1079 199 766 476 1845 19:45 224 898 232 989 456 1887 08:00 209 202 411 20:00 196 185 381
08:15 289 220 509 20:15 214 201 415
08:30 189 237 426 20:30 231 194 425
08:45 191 878 202 861 393 1739 20:45 207 848 195 775 402 1623 09:00 243 252 495 21:00 235 191 426
09:15 173 213 386 21:15 204 177 381
09:30 181 274 455 21:30 228 192 420
09:45 164 761 290 1029 454 1790 21:45 223 890 165 725 388 1615 10:00 200 254 454 22:00 241 163 404
10:15 146 243 389 22:15 220 172 392
10:30 209 258 467 22:30 224 154 378
10:45 172 727 185 940 357 1667 22:45 199 884 109 598 308 1482 11:00 199 203 402 23:00 202 96 298
11:15 169 215 384 23:15 171 80 251
11:30 228 173 401 23:30 158 81 239
11:45 154 750 217 808 371 1558 23:45 123 654 72 329 195 983 Totals 6755 5944 Totals 11079 11369
Split % 53.2% 46.8% Split % 49.4% 50.6%
NB
AM Peak Hour 07:30 09:30 PM Peak Hour 16:45 16:45
AM Peak Hr Volume 1110 1061 PM Peak Hr Volume 1154 1464 AM Pk Hr Factor 0.828 0.915 PM Pk Hr Factor 0.896 0.946 07:30 16:45
1943 2618

0.888 0.967
Daily Totals SB EB Total
00 17834 35147
WB
17313

36.1% 63.9%
Total Total
Daily Totals SB EB WB Total
00 17834 17313 35147
12699 22448
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Katella Avenue ‐ Anaheim Boulevard to Manchester Avenue Thursday, April 21, 2022 Anaheim, CA Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 106 102 208 12:00 182 289 471
00:15 104 50 154 12:15 175 264 439
00:30 130 69 199 12:30 230 258 488
00:45 69 409 52 273 121 682 12:45 217 804 274 1085 491 1889 01:00 55 48 103 13:00 221 276 497
01:15 55 44 99 13:15 224 289 513
01:30 42 32 74 13:30 195 293 488
01:45 42 194 25 149 67 343 13:45 200 840 284 1142 484 1982 02:00 31 38 69 14:00 243 281 524
02:15 41 28 69 14:15 220 283 503
02:30 31 44 75 14:30 255 325 580
02:45 24 127 31 141 55 268 14:45 251 969 318 1207 569 2176 03:00 30 21 51 15:00 229 330 559
03:15 33 32 65 15:15 237 365 602
03:30 34 31 65 15:30 253 415 668
03:45 68 165 46 130 114 295 15:45 230 949 373 1483 603 2432 04:00 39 35 74 16:00 263 368 631
04:15 55 50 105 16:15 263 417 680
04:30 122 68 190 16:30 268 431 699
04:45 112 328 83 236 195 564 16:45 316 1110 425 1641 741 2751 05:00 72 67 139 17:00 262 448 710
05:15 132 84 216 17:15 282 410 692
05:30 149 125 274 17:30 287 411 698
05:45 194 547 129 405 323 952 17:45 238 1069 395 1664 633 2733 06:00 170 139 309 18:00 286 342 628
06:15 168 172 340 18:15 253 349 602
06:30 196 199 395 18:30 251 292 543
06:45 232 766 219 729 451 1495 18:45 220 1010 281 1264 501 2274 07:00 224 232 456 19:00 196 307 503
07:15 207 255 462 19:15 232 285 517
07:30 314 264 578 19:30 217 265 482
07:45 330 1075 257 1008 587 2083 19:45 183 828 269 1126 452 1954 08:00 242 266 508 20:00 184 208 392
08:15 297 265 562 20:15 188 228 416
08:30 248 272 520 20:30 224 219 443
08:45 221 1008 245 1048 466 2056 20:45 185 781 234 889 419 1670 09:00 208 301 509 21:00 186 236 422
09:15 159 264 423 21:15 177 222 399
09:30 179 316 495 21:30 185 215 400
09:45 149 695 323 1204 472 1899 21:45 204 752 187 860 391 1612 10:00 174 298 472 22:00 201 209 410
10:15 142 296 438 22:15 166 204 370
10:30 198 295 493 22:30 196 188 384
10:45 190 704 223 1112 413 1816 22:45 167 730 139 740 306 1470 11:00 205 240 445 23:00 173 112 285
11:15 163 246 409 23:15 128 114 242
11:30 208 210 418 23:30 153 99 252
11:45 187 763 280 976 467 1739 23:45 126 580 95 420 221 1000 Totals 6781 7411 Totals 10422 13521
Split % 47.8% 52.2% Split % 43.5% 56.5%
NB
AM Peak Hour 07:30 09:30 PM Peak Hour 16:45 16:15
AM Peak Hr Volume 1183 1233 PM Peak Hr Volume 1147 1721 AM Pk Hr Factor 0.896 0.954 PM Pk Hr Factor 0.907 0.960 07:30 16:30
2235 2842

0.952 0.959
Daily Totals SB EB Total
00 17203 38135
WB
20932

37.2% 62.8%
Total Total
Daily Totals SB EB WB Total
00 17203 20932 38135
14192 23943
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Katella Avenue ‐ Manchester Avenue to Anaheim Way
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 20 32 52 12:00 68 101 169
00:15 24 28 52 12:15 88 92 180
00:30 16 22 38 12:30 84 84 168
00:45 19 79 10 92 29 171 12:45 83 323 90 367 173 690
01:00 810 18 13:00 88 104 192
01:15 000 13:15 90 97 187
01:30 112 13:30 87 98 185
01:45 11 20 6 17 17 37 13:45 83 348 126 425 209 773
02:00 12 7 19 14:00 94 96 190
02:15 11 4 15 14:15 102 127 229
02:30 9 615 14:30 104 150 254
02:45 4 36 11 28 15 64 14:45 127 427 115 488 242 915
03:00 10 7 17 15:00 125 145 270
03:15 9 514 15:15 104 126 230
03:30 12 13 25 15:30 134 136 270
03:45 13 44 8 33 21 77 15:45 102 465 172 579 274 1044
04:00 15 6 21 16:00 109 157 266
04:15 20 10 30 16:15 85 156 241
04:30 44 12 56 16:30 126 186 312
04:45 27 106 9 37 36 143 16:45 148 468 219 718 367 1186 05:00 34 7 41 17:00 119 188 307
05:15 61 15 76 17:15 144 207 351
05:30 70 20 90 17:30 112 215 327
05:45 77 242 21 63 98 305 17:45 107 482 188 798 295 1280 06:00 70 27 97 18:00 117 175 292
06:15 95 33 128 18:15 104 150 254
06:30 128 46 174 18:30 94 139 233
06:45 130 423 62 168 192 591 18:45 100 415 112 576 212 991 07:00 139 93 232 19:00 76 109 185
07:15 156 107 263 19:15 73 133 206
07:30 172 138 310 19:30 80 107 187
07:45 200 667 120 458 320 1125 19:45 86 315 97 446 183 761 08:00 174 101 275 20:00 84 100 184
08:15 139 94 233 20:15 82 90 172
08:30 122 73 195 20:30 90 94 184
08:45 115 550 79 347 194 897 20:45 66 322 84 368 150 690 09:00 95 64 159 21:00 83 61 144
09:15 105 88 193 21:15 73 88 161
09:30 102 79 181 21:30 69 82 151
09:45 59 361 82 313 141 674 21:45 68 293 76 307 144 600 10:00 79 58 137 22:00 71 86 157
10:15 80 68 148 22:15 53 72 125
10:30 92 81 173 22:30 58 55 113
10:45 67 318 77 284 144 602 22:45 53 235 46 259 99 494
11:00 81 86 167 23:00 30 44 74
11:15 66 88 154 23:15 38 46 84
11:30 100 92 192 23:30 34 39 73
11:45 92 339 75 341 167 680 23:45 33 135 32 161 65 296
Totals 3185 2181 Totals 4228 5492
Split % 59.4% 40.6% Split % 43.5% 56.5%
NB
AM Peak Hour 07:15 07:15 PM Peak Hour 16:30 16:45
AM Peak Hr Volume 702 466 PM Peak Hr Volume 537 829
AM Pk Hr Factor 0.878 0.844 PM Pk Hr Factor 0.907 0.946 07:15 16:45
1168 1352

0.913 0.921
Daily Totals SB EB Total
00 7413 15086
WB
7673

35.6% 64.4%
Total Total
Daily Totals SB EB WB Total
00 7413 7673 15086
5366 9720
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Orangewood Avenue ‐ West Street to Harbor Boulevard
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 35 35 70 12:00 124 110 234
00:15 39 29 68 12:15 157 126 283
00:30 34 22 56 12:30 135 105 240
00:45 35 143 16 102 51 245 12:45 135 551 116 457 251 1008 01:00 810 18 13:00 136 127 263
01:15 5 813 13:15 125 117 242
01:30 7 815 13:30 137 108 245
01:45 13 33 9 35 22 68 13:45 125 523 170 522 295 1045
02:00 17 14 31 14:00 131 118 249
02:15 13 5 18 14:15 131 128 259
02:30 6 814 14:30 146 172 318
02:45 13 49 12 39 25 88 14:45 147 555 148 566 295 1121
03:00 15 7 22 15:00 161 151 312
03:15 12 8 20 15:15 159 136 295
03:30 11 11 22 15:30 162 156 318
03:45 17 55 9 35 26 90 15:45 131 613 203 646 334 1259
04:00 16 9 25 16:00 148 172 320
04:15 22 14 36 16:15 137 175 312
04:30 49 21 70 16:30 179 225 404
04:45 35 122 13 57 48 179 16:45 198 662 241 813 439 1475 05:00 36 19 55 17:00 164 219 383
05:15 69 21 90 17:15 211 236 447
05:30 81 36 117 17:30 173 245 418
05:45 95 281 42 118 137 399 17:45 159 707 222 922 381 1629 06:00 81 35 116 18:00 181 199 380
06:15 112 39 151 18:15 165 166 331
06:30 147 54 201 18:30 140 158 298
06:45 148 488 78 206 226 694 18:45 155 641 135 658 290 1299 07:00 168 106 274 19:00 131 129 260
07:15 168 133 301 19:15 123 157 280
07:30 202 160 362 19:30 160 129 289
07:45 232 770 156 555 388 1325 19:45 111 525 114 529 225 1054 08:00 189 109 298 20:00 134 102 236
08:15 167 105 272 20:15 114 107 221
08:30 151 92 243 20:30 136 108 244
08:45 140 647 116 422 256 1069 20:45 113 497 94 411 207 908 09:00 126 97 223 21:00 129 95 224
09:15 141 118 259 21:15 109 115 224
09:30 127 95 222 21:30 124 80 204
09:45 96 490 108 418 204 908 21:45 106 468 105 395 211 863 10:00 107 66 173 22:00 126 113 239
10:15 112 97 209 22:15 101 108 209
10:30 113 96 209 22:30 112 69 181
10:45 118 450 88 347 206 797 22:45 77 416 64 354 141 770 11:00 117 112 229 23:00 71 45 116
11:15 112 113 225 23:15 60 52 112
11:30 149 102 251 23:30 60 34 94
11:45 127 505 99 426 226 931 23:45 42 233 33 164 75 397 Totals 4033 2760 Totals 6391 6437
Split % 59.4% 40.6% Split % 49.8% 50.2%
NB
AM Peak Hour 07:15 07:15 PM Peak Hour 16:30 16:45
AM Peak Hr Volume 791 558 PM Peak Hr Volume 752 941
AM Pk Hr Factor 0.852 0.872 PM Pk Hr Factor 0.891 0.960 07:15 16:45
1349 1687

0.869 0.944
Daily Totals SB EB Total
00 10424 19621
WB
9197

34.6% 65.4%
Total Total
Daily Totals SB EB WB Total
00 10424 9197 19621
6793 12828
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Orangewood Avenue ‐ Harbor Boulevard to Clementine Street Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 33 31 64 12:00 135 117 252
00:15 29 32 61 12:15 159 122 281
00:30 21 19 40 12:30 135 116 251
00:45 30 113 17 99 47 212 12:45 136 565 122 477 258 1042 01:00 810 18 13:00 138 139 277
01:15 9 918 13:15 115 123 238
01:30 5 813 13:30 143 139 282
01:45 5 27 7 34 12 61 13:45 131 527 134 535 265 1062
02:00 15 12 27 14:00 128 146 274
02:15 13 4 17 14:15 139 150 289
02:30 712 19 14:30 127 147 274
02:45 13 48 10 38 23 86 14:45 126 520 150 593 276 1113
03:00 13 9 22 15:00 161 164 325
03:15 12 7 19 15:15 147 133 280
03:30 13 11 24 15:30 145 202 347
03:45 19 57 4 31 23 88 15:45 137 590 207 706 344 1296
04:00 22 6 28 16:00 137 193 330
04:15 26 12 38 16:15 137 216 353
04:30 65 11 76 16:30 174 228 402
04:45 51 164 12 41 63 205 16:45 183 631 259 896 442 1527 05:00 57 20 77 17:00 150 234 384
05:15 87 21 108 17:15 201 259 460
05:30 100 29 129 17:30 183 257 440
05:45 106 350 33 103 139 453 17:45 163 697 214 964 377 1661 06:00 103 40 143 18:00 165 228 393
06:15 138 34 172 18:15 164 180 344
06:30 188 55 243 18:30 149 176 325
06:45 184 613 84 213 268 826 18:45 128 606 152 736 280 1342 07:00 199 82 281 19:00 110 141 251
07:15 217 114 331 19:15 113 165 278
07:30 241 126 367 19:30 143 133 276
07:45 228 885 109 431 337 1316 19:45 99 465 122 561 221 1026 08:00 202 103 305 20:00 105 116 221
08:15 165 90 255 20:15 110 115 225
08:30 152 102 254 20:30 105 113 218
08:45 139 658 112 407 251 1065 20:45 95 415 103 447 198 862 09:00 117 97 214 21:00 113 117 230
09:15 139 95 234 21:15 99 112 211
09:30 131 91 222 21:30 103 102 205
09:45 113 500 87 370 200 870 21:45 89 404 110 441 199 845 10:00 103 67 170 22:00 111 117 228
10:15 118 106 224 22:15 94 96 190
10:30 99 82 181 22:30 82 74 156
10:45 124 444 78 333 202 777 22:45 69 356 61 348 130 704 11:00 107 94 201 23:00 53 52 105
11:15 102 104 206 23:15 51 49 100
11:30 132 99 231 23:30 49 39 88
11:45 122 463 98 395 220 858 23:45 30 183 38 178 68 361 Totals 4322 2495 Totals 5959 6882
Split % 63.4% 36.6% Split % 46.4% 53.6%
NB
AM Peak Hour 07:15 07:15 PM Peak Hour 16:45 16:45
AM Peak Hr Volume 888 452 PM Peak Hr Volume 717 1009
AM Pk Hr Factor 0.921 0.897 PM Pk Hr Factor 0.892 0.974 07:15 16:45
1340 1726

0.913 0.938
Daily Totals SB EB Total
00 10281 19658
WB
9377

34.7% 65.3%
Total Total
Daily Totals SB EB WB Total
00 10281 9377 19658
6817 12841
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Orangewood Avenue ‐ Clementine Street to Haster Street
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 31 32 63 12:00 133 114 247
00:15 22 28 50 12:15 150 112 262
00:30 19 20 39 12:30 128 111 239
00:45 35 107 11 91 46 198 12:45 138 549 127 464 265 1013 01:00 711 18 13:00 132 139 271
01:15 9 918 13:15 113 109 222
01:30 710 17 13:30 130 140 270
01:45 8 31 10 40 18 71 13:45 135 510 135 523 270 1033
02:00 14 8 22 14:00 138 139 277
02:15 17 9 26 14:15 142 137 279
02:30 714 21 14:30 133 124 257
02:45 12 50 9 40 21 90 14:45 122 535 154 554 276 1089
03:00 11 10 21 15:00 147 173 320
03:15 14 7 21 15:15 146 134 280
03:30 13 10 23 15:30 145 214 359
03:45 16 54 7 34 23 88 15:45 134 572 213 734 347 1306
04:00 19 8 27 16:00 149 203 352
04:15 26 12 38 16:15 129 213 342
04:30 61 11 72 16:30 156 242 398
04:45 52 158 18 49 70 207 16:45 164 598 272 930 436 1528 05:00 64 22 86 17:00 148 248 396
05:15 89 27 116 17:15 186 260 446
05:30 100 31 131 17:30 158 262 420
05:45 94 347 38 118 132 465 17:45 145 637 212 982 357 1619 06:00 114 41 155 18:00 164 236 400
06:15 131 46 177 18:15 152 175 327
06:30 176 51 227 18:30 143 167 310
06:45 156 577 91 229 247 806 18:45 112 571 150 728 262 1299 07:00 196 111 307 19:00 113 144 257
07:15 209 114 323 19:15 109 158 267
07:30 221 122 343 19:30 135 131 266
07:45 197 823 109 456 306 1279 19:45 94 451 123 556 217 1007 08:00 185 96 281 20:00 109 106 215
08:15 148 96 244 20:15 97 116 213
08:30 138 97 235 20:30 95 111 206
08:45 126 597 90 379 216 976 20:45 86 387 107 440 193 827 09:00 114 96 210 21:00 105 115 220
09:15 127 92 219 21:15 98 113 211
09:30 122 87 209 21:30 95 90 185
09:45 106 469 82 357 188 826 21:45 94 392 114 432 208 824 10:00 104 72 176 22:00 95 108 203
10:15 132 102 234 22:15 87 100 187
10:30 103 100 203 22:30 72 75 147
10:45 116 455 76 350 192 805 22:45 55 309 62 345 117 654 11:00 100 80 180 23:00 54 49 103
11:15 102 116 218 23:15 47 40 87
11:30 133 98 231 23:30 40 35 75
11:45 114 449 101 395 215 844 23:45 24 165 35 159 59 324 Totals 4117 2538 Totals 5676 6847
Split % 61.9% 38.1% Split % 45.3% 54.7%
NB
AM Peak Hour 07:00 07:00 PM Peak Hour 16:45 16:45
AM Peak Hr Volume 823 456 PM Peak Hr Volume 656 1042
AM Pk Hr Factor 0.931 0.934 PM Pk Hr Factor 0.882 0.958 07:00 16:45
1279 1698

0.932 0.952
Daily Totals SB EB Total
00 9793 19178
WB
9385

34.7% 65.3%
Total Total
Daily Totals SB EB WB Total
00 9793 9385 19178
6655 12523
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Orangewood Avenue ‐ Haster Street to Manchester Avenue Thursday, April 21, 2022 Anaheim, CA Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 30 38 68 12:00 83 78 161
00:15 26 23 49 12:15 85 80 165
00:30 15 20 35 12:30 76 91 167
00:45 13 84 13 94 26 178 12:45 109 353 99 348 208 701
01:00 15 13 28 13:00 89 81 170
01:15 713 20 13:15 74 106 180
01:30 12 9 21 13:30 111 102 213
01:45 9 43 9 44 18 87 13:45 90 364 87 376 177 740
02:00 15 5 20 14:00 116 99 215
02:15 71 8 14:15 126 107 233
02:30 63 9 14:30 150 189 339
02:45 11 39 7 16 18 55 14:45 154 546 166 561 320 1107
03:00 810 18 15:00 123 118 241
03:15 12 4 16 15:15 146 151 297
03:30 11 12 23 15:30 160 145 305
03:45 18 49 4 30 22 79 15:45 127 556 148 562 275 1118
04:00 13 9 22 16:00 126 152 278
04:15 16 8 24 16:15 164 152 316
04:30 34 12 46 16:30 124 153 277
04:45 28 91 15 44 43 135 16:45 161 575 160 617 321 1192 05:00 36 10 46 17:00 141 156 297
05:15 34 24 58 17:15 139 145 284
05:30 72 37 109 17:30 131 123 254
05:45 78 220 21 92 99 312 17:45 133 544 125 549 258 1093 06:00 63 41 104 18:00 137 126 263
06:15 70 42 112 18:15 129 123 252
06:30 86 58 144 18:30 105 126 231
06:45 96 315 63 204 159 519 18:45 110 481 95 470 205 951 07:00 107 86 193 19:00 117 110 227
07:15 148 119 267 19:15 91 100 191
07:30 184 134 318 19:30 81 107 188
07:45 200 639 173 512 373 1151 19:45 91 380 87 404 178 784 08:00 146 173 319 20:00 81 105 186
08:15 108 149 257 20:15 88 109 197
08:30 92 74 166 20:30 77 72 149
08:45 111 457 75 471 186 928 20:45 62 308 101 387 163 695 09:00 89 80 169 21:00 62 91 153
09:15 98 64 162 21:15 73 74 147
09:30 75 70 145 21:30 65 60 125
09:45 106 368 65 279 171 647 21:45 62 262 97 322 159 584 10:00 90 59 149 22:00 61 77 138
10:15 78 83 161 22:15 49 73 122
10:30 81 77 158 22:30 57 64 121
10:45 91 340 62 281 153 621 22:45 55 222 46 260 101 482 11:00 91 76 167 23:00 43 53 96
11:15 85 61 146 23:15 37 41 78
11:30 84 66 150 23:30 37 31 68
11:45 89 349 66 269 155 618 23:45 20 137 18 143 38 280
Totals 2336 Totals 4999
Split % 43.8% Split % 51.4%
NB
AM Peak Hour 07:15 07:30 PM Peak Hour 16:15 14:30
AM Peak Volume 678 629 PM Peak Volume 590 624
AM Pk Hr Factor 0.848 0.909 PM Pk Hr Factor 0.899 0.825 Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Walnut Street ‐ Ball Road to Cerritos Avenue
Thursday, April 21, 2022 Anaheim, CA
Daily Totals SB EB WB Total
7722 7335 00 15057

56.2% 35.4% 48.6% 64.6%
Total Total
2994 5330 4728 9727
Daily Totals SB EB Total
7722 7335 0 15057
WB
0 07:15 16:15
1277 1211

0.856 0.943
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 27 15 42 12:00 49 68 117
00:15 22 19 41 12:15 60 47 107
00:30 15 17 32 12:30 49 95 144
00:45 11 75 9 60 20 135 12:45 46 204 57 267 103 471
01:00 5 7 12 13:00 45 34 79
01:15 7 12 19 13:15 55 75 130
01:30 13 11 24 13:30 72 83 155
01:45 5 30 3 33 8 63 13:45 44 216 60 252 104 468
02:00 2 2 4 14:00 58 68 126
02:15 2 4 6 14:15 76 73 149
02:30 3 4 7 14:30 93 97 190
02:45 4 11 3 13 7 24 14:45 123 350 108 346 231 696
03:00 5 9 14 15:00 90 79 169
03:15 2 3 5 15:15 84 89 173
03:30 5 9 14 15:30 99 95 194
03:45 7 19 11 32 18 51 15:45 105 378 110 373 215 751
04:00 2 8 10 16:00 118 90 208
04:15 5 14 19 16:15 117 97 214
04:30 18 20 38 16:30 122 93 215
04:45 16 41 20 62 36 103 16:45 100 457 110 390 210 847
05:00 13 19 32 17:00 111 92 203
05:15 10 29 39 17:15 117 103 220
05:30 15 46 61 17:30 118 79 197
05:45 28 66 35 129 63 195 17:45 93 439 106 380 199 819
06:00 24 39 63 18:00 107 84 191
06:15 25 60 85 18:15 95 75 170
06:30 41 74 115 18:30 86 87 173
06:45 40 130 93 266 133 396 18:45 74 362 73 319 147 681 07:00 48 76 124 19:00 71 63 134
07:15 62 93 155 19:15 61 59 120
07:30 91 133 224 19:30 75 87 162
07:45 86 287 178 480 264 767 19:45 62 269 60 269 122 538 08:00 90 137 227 20:00 48 59 107
08:15 84 128 212 20:15 68 60 128
08:30 48 74 122 20:30 45 56 101
08:45 56 278 61 400 117 678 20:45 79 240 65 240 144 480 09:00 41 66 107 21:00 56 61 117
09:15 45 51 96 21:15 60 41 101
09:30 35 55 90 21:30 57 38 95
09:45 59 180 59 231 118 411 21:45 47 220 67 207 114 427 10:00 46 44 90 22:00 53 44 97
10:15 45 56 101 22:15 59 44 103
10:30 46 48 94 22:30 50 49 99
10:45 38 175 47 195 85 370 22:45 43 205 38 175 81 380
11:00 40 54 94 23:00 32 36 68
11:15 50 43 93 23:15 29 34 63
11:30 56 57 113 23:30 29 21 50
11:45 43 189 55 209 98 398 23:45 21 111 12 103 33 214
Totals 2110 Totals 3321
Split % 58.8% Split % 49.0%
NB
AM Peak Hour 07:30 07:30 PM Peak Hour 15:45 16:30
AM Peak Volume 351 576 PM Peak Volume 462 398
AM Pk Hr Factor 0.964 0.809 PM Pk Hr Factor 0.947 0.905 Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Walnut Street - Cerritos Avenue to Katella Avenue
Thursday, April 21, 2022 Anaheim, CA
Daily Totals SB EB WB Total
4932 5431 0 0 10363

41.2% 34.7% 51.0% 65.3%
Total Total
1481 3591 3451 6772
Daily Totals SB EB Total
4932 5431 0 10363
WB
0 07:30 15:45
927 852

0.878 0.991
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 131 30 161 12:00 174 138 312
00:15 130 25 155 12:15 171 131 302
00:30 130 14 144 12:30 173 186 359
00:45 112 503 11 80 123 583 12:45 177 695 191 646 368 1341 01:00 52 20 72 13:00 158 171 329
01:15 83 17 100 13:15 193 201 394
01:30 51 21 72 13:30 172 222 394
01:45 52 238 12 70 64 308 13:45 207 730 195 789 402 1519 02:00 31 5 36 14:00 181 178 359
02:15 42 10 52 14:15 230 184 414
02:30 23 15 38 14:30 230 185 415
02:45 29 125 14 44 43 169 14:45 220 861 204 751 424 1612 03:00 27 8 35 15:00 214 152 366
03:15 39 17 56 15:15 245 177 422
03:30 24 29 53 15:30 247 225 472
03:45 45 135 42 96 87 231 15:45 212 918 147 701 359 1619 04:00 26 20 46 16:00 246 203 449
04:15 64 26 90 16:15 250 209 459
04:30 75 66 141 16:30 286 204 490
04:45 88 253 66 178 154 431 16:45 262 1044 187 803 449 1847 05:00 95 49 144 17:00 308 191 499
05:15 94 69 163 17:15 294 200 494
05:30 147 110 257 17:30 253 187 440
05:45 120 456 117 345 237 801 17:45 239 1094 191 769 430 1863 06:00 104 85 189 18:00 257 189 446
06:15 173 135 308 18:15 240 154 394
06:30 165 166 331 18:30 243 167 410
06:45 163 605 204 590 367 1195 18:45 238 978 141 651 379 1629 07:00 158 191 349 19:00 236 151 387
07:15 196 200 396 19:15 317 147 464
07:30 173 212 385 19:30 242 131 373
07:45 202 729 219 822 421 1551 19:45 225 1020 99 528 324 1548 08:00 173 243 416 20:00 214 98 312
08:15 145 190 335 20:15 269 104 373
08:30 166 199 365 20:30 253 107 360
08:45 166 650 194 826 360 1476 20:45 252 988 101 410 353 1398 09:00 123 179 302 21:00 284 108 392
09:15 140 154 294 21:15 281 84 365
09:30 149 193 342 21:30 253 63 316
09:45 157 569 157 683 314 1252 21:45 272 1090 76 331 348 1421 10:00 137 160 297 22:00 290 74 364
10:15 165 144 309 22:15 263 83 346
10:30 136 156 292 22:30 271 92 363
10:45 134 572 162 622 296 1194 22:45 315 1139 77 326 392 1465 11:00 127 126 253 23:00 290 53 343
11:15 191 136 327 23:15 249 47 296
11:30 147 140 287 23:30 174 29 203
11:45 174 639 159 561 333 1200 23:45 121 834 17 146 138 980 Totals 4917 Totals 6851
Split % 47.3% Split % 37.6%
NB
AM Peak Hour 07:15 07:15 PM Peak Hour 16:30 16:00
AM Peak Volume 744 874 PM Peak Volume 1150 803
AM Pk Hr Factor 0.921 0.899 PM Pk Hr Factor 0.933 0.961 07:15 16:30
1618 1932

0.961 0.968
Daily Totals SB EB Total
16865 11768 0 28633
WB
0 52.7% 36.3% 62.4% 63.7%
Total Total
5474 10391 11391 18242
Daily Totals SB EB WB Total
16865 11768 0 0 28633
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Disneyland Drive - Manchester Avenue to Ball Road
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 207 24 231 12:00 160 235 395
00:15 194 26 220 12:15 173 235 408
00:30 210 11 221 12:30 156 288 444
00:45 145 756 14 75 159 831 12:45 136 625 261 1019 397 1644 01:00 81 7 88 13:00 130 247 377
01:15 64 5 69 13:15 165 270 435
01:30 34 9 43 13:30 157 271 428
01:45 36 215 15 36 51 251 13:45 177 629 234 1022 411 1651 02:00 38 12 50 14:00 191 255 446
02:15 38 6 44 14:15 208 235 443
02:30 16 8 24 14:30 208 210 418
02:45 21 113 12 38 33 151 14:45 231 838 280 980 511 1818 03:00 12 5 17 15:00 206 205 411
03:15 12 15 27 15:15 235 223 458
03:30 16 29 45 15:30 248 277 525
03:45 27 67 28 77 55 144 15:45 242 931 247 952 489 1883 04:00 9 17 26 16:00 247 243 490
04:15 25 24 49 16:15 284 242 526
04:30 22 46 68 16:30 310 275 585
04:45 32 88 45 132 77 220 16:45 297 1138 218 978 515 2116 05:00 41 27 68 17:00 347 260 607
05:15 37 50 87 17:15 299 267 566
05:30 62 58 120 17:30 245 224 469
05:45 44 184 75 210 119 394 17:45 280 1171 250 1001 530 2172 06:00 43 58 101 18:00 306 243 549
06:15 75 91 166 18:15 271 247 518
06:30 89 114 203 18:30 284 224 508
06:45 119 326 183 446 302 772 18:45 294 1155 227 941 521 2096 07:00 99 217 316 19:00 306 190 496
07:15 161 281 442 19:15 389 188 577
07:30 150 305 455 19:30 292 168 460
07:45 203 613 292 1095 495 1708 19:45 302 1289 136 682 438 1971 08:00 157 342 499 20:00 282 126 408
08:15 125 313 438 20:15 355 115 470
08:30 138 309 447 20:30 296 96 392
08:45 174 594 333 1297 507 1891 20:45 378 1311 95 432 473 1743 09:00 108 315 423 21:00 362 100 462
09:15 133 314 447 21:15 386 89 475
09:30 138 337 475 21:30 397 61 458
09:45 133 512 338 1304 471 1816 21:45 375 1520 83 333 458 1853 10:00 125 334 459 22:00 433 75 508
10:15 138 276 414 22:15 390 81 471
10:30 103 317 420 22:30 419 66 485
10:45 126 492 280 1207 406 1699 22:45 454 1696 57 279 511 1975 11:00 124 257 381 23:00 422 42 464
11:15 196 256 452 23:15 322 27 349
11:30 160 255 415 23:30 215 22 237
11:45 158 638 256 1024 414 1662 23:45 178 1137 12 103 190 1240 Totals 6941 Totals 8722
Split % 60.2% Split % 39.4%
NB
AM Peak Hour 00:00 09:15 PM Peak Hour 22:00 12:30
AM Peak Volume 756 1323 PM Peak Volume 1696 1066
AM Pk Hr Factor 0.900 0.979 PM Pk Hr Factor 0.934 0.925 Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Disneyland Drive - Ball Road to Magic Way
Thursday, April 21, 2022 Anaheim, CA
Daily Totals SB EB WB Total
18038 15663 0 0 33701

39.8% 34.2% 60.6% 65.8%
Total Total
4598 11539 13440 22162
Daily Totals SB EB Total
18038 15663 0 33701
WB
0 08:00 16:30
1891 2273

0.932 0.936
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 20 63 83 12:00 103 82 185
00:15 14 59 73 12:15 100 79 179
00:30 18 47 65 12:30 91 109 200
00:45 16 68 33 202 49 270 12:45 85 379 79 349 164 728
01:00 15 29 44 13:00 80 72 152
01:15 16 27 43 13:15 95 100 195
01:30 11 22 33 13:30 100 125 225
01:45 12 54 15 93 27 147 13:45 103 378 105 402 208 780
02:00 3 17 20 14:00 98 80 178
02:15 6 7 13 14:15 99 114 213
02:30 12 6 18 14:30 109 131 240
02:45 9 30 8 38 17 68 14:45 99 405 145 470 244 875
03:00 7 5 12 15:00 99 130 229
03:15 3 15 18 15:15 120 162 282
03:30 14 18 32 15:30 122 121 243
03:45 8 32 13 51 21 83 15:45 148 489 171 584 319 1073
04:00 16 16 32 16:00 151 164 315
04:15 28 9 37 16:15 131 142 273
04:30 27 32 59 16:30 183 161 344
04:45 41 112 30 87 71 199 16:45 120 585 160 627 280 1212 05:00 36 12 48 17:00 118 152 270
05:15 41 27 68 17:15 145 168 313
05:30 72 39 111 17:30 129 137 266
05:45 56 205 36 114 92 319 17:45 158 550 135 592 293 1142 06:00 44 37 81 18:00 140 130 270
06:15 70 48 118 18:15 129 126 255
06:30 107 73 180 18:30 114 127 241
06:45 130 351 72 230 202 581 18:45 107 490 121 504 228 994 07:00 130 82 212 19:00 105 107 212
07:15 156 141 297 19:15 86 112 198
07:30 177 111 288 19:30 101 94 195
07:45 187 650 88 422 275 1072 19:45 73 365 145 458 218 823 08:00 186 85 271 20:00 94 127 221
08:15 173 94 267 20:15 83 150 233
08:30 161 62 223 20:30 70 122 192
08:45 141 661 73 314 214 975 20:45 64 311 113 512 177 823 09:00 143 64 207 21:00 64 151 215
09:15 155 64 219 21:15 63 162 225
09:30 147 83 230 21:30 58 156 214
09:45 136 581 70 281 206 862 21:45 46 231 166 635 212 866 10:00 133 73 206 22:00 46 180 226
10:15 129 69 198 22:15 55 195 250
10:30 133 63 196 22:30 50 165 215
10:45 101 496 78 283 179 779 22:45 47 198 148 688 195 886 11:00 130 68 198 23:00 27 139 166
11:15 110 65 175 23:15 39 119 158
11:30 123 80 203 23:30 29 81 110
11:45 102 465 91 304 193 769 23:45 19 114 74 413 93 527 Totals 2419 Totals 6234
Split % 39.5% Split % 58.1%
NB
AM Peak Hour 07:30 07:15 PM Peak Hour 15:45 21:45
AM Peak Volume 723 425 PM Peak Volume 613 706
AM Pk Hr Factor 0.967 0.754 PM Pk Hr Factor 0.837 0.905 07:15 15:45
1131 1251

0.952 0.909
Daily Totals SB EB Total
8200 8653 0 16853
WB
0 60.5% 36.3% 41.9% 63.7%
Total Total
3705 6124 4495 10729
Daily Totals SB EB WB Total
8200 8653 0 0 16853
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Disneyland Drive - Magic Way to Katella Avenue
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 21 41 62 12:00 89 80 169
00:15 18 30 48 12:15 106 67 173
00:30 17 31 48 12:30 76 108 184
00:45 15 71 25 127 40 198 12:45 87 358 76 331 163 689
01:00 14 21 35 13:00 92 65 157
01:15 8 16 24 13:15 108 94 202
01:30 9 12 21 13:30 91 117 208
01:45 11 42 11 60 22 102 13:45 129 420 101 377 230 797
02:00 4 13 17 14:00 88 93 181
02:15 3 4 7 14:15 130 109 239
02:30 14 5 19 14:30 145 153 298
02:45 8 29 6 28 14 57 14:45 133 496 152 507 285 1003
03:00 8 3 11 15:00 115 125 240
03:15 10 10 20 15:15 148 156 304
03:30 6 6 12 15:30 151 144 295
03:45 7 31 4 23 11 54 15:45 162 576 166 591 328 1167
04:00 14 10 24 16:00 151 170 321
04:15 32 15 47 16:15 152 133 285
04:30 36 26 62 16:30 213 146 359
04:45 37 119 22 73 59 192 16:45 161 677 170 619 331 1296 05:00 31 20 51 17:00 155 155 310
05:15 51 22 73 17:15 174 155 329
05:30 77 42 119 17:30 151 139 290
05:45 73 232 46 130 119 362 17:45 145 625 183 632 328 1257 06:00 47 35 82 18:00 146 129 275
06:15 79 66 145 18:15 161 119 280
06:30 110 75 185 18:30 135 118 253
06:45 125 361 93 269 218 630 18:45 117 559 109 475 226 1034 07:00 97 95 192 19:00 91 109 200
07:15 125 140 265 19:15 97 112 209
07:30 176 127 303 19:30 97 108 205
07:45 159 557 121 483 280 1040 19:45 84 369 112 441 196 810 08:00 184 134 318 20:00 95 123 218
08:15 135 94 229 20:15 96 104 200
08:30 113 84 197 20:30 61 93 154
08:45 100 532 89 401 189 933 20:45 58 310 93 413 151 723 09:00 103 63 166 21:00 66 109 175
09:15 108 63 171 21:15 73 98 171
09:30 98 76 174 21:30 63 97 160
09:45 110 419 77 279 187 698 21:45 56 258 99 403 155 661 10:00 89 83 172 22:00 53 115 168
10:15 80 67 147 22:15 51 92 143
10:30 96 70 166 22:30 55 111 166
10:45 86 351 77 297 163 648 22:45 36 195 95 413 131 608 11:00 82 62 144 23:00 31 93 124
11:15 86 52 138 23:15 34 67 101
11:30 98 87 185 23:30 28 60 88
11:45 99 365 79 280 178 645 23:45 23 116 49 269 72 385
Totals 2450 Totals 5471
Split % 44.1% Split % 52.5%
NB
AM Peak Hour 07:30 07:15 PM Peak Hour 16:30 15:15
AM Peak Volume 654 522 PM Peak Volume 703 636
AM Pk Hr Factor 0.889 0.932 PM Pk Hr Factor 0.825 0.935 07:15 16:30
1166 1329

0.917 0.925
Daily Totals SB EB Total
8068 7921 0 15989
WB
0 55.9% 34.8% 47.5% 65.2%
Total Total
3109 5559 4959 10430
Daily Totals SB EB WB Total
8068 7921 0 0 15989
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
West Street - Katella Avenue to Orangewood Avenue
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 130 72 202 12:00 322 178 500
00:15 113 62 175 12:15 321 191 512
00:30 122 68 190 12:30 354 220 574
00:45 82 447 60 262 142 709 12:45 325 1322 165 754 490 2076 01:00 67 48 115 13:00 326 162 488
01:15 82 41 123 13:15 373 213 586
01:30 72 40 112 13:30 352 204 556
01:45 59 280 16 145 75 425 13:45 374 1425 187 766 561 2191 02:00 47 20 67 14:00 365 228 593
02:15 50 21 71 14:15 385 240 625
02:30 51 13 64 14:30 346 239 585
02:45 39 187 20 74 59 261 14:45 416 1512 226 933 642 2445 03:00 30 22 52 15:00 443 243 686
03:15 28 24 52 15:15 443 265 708
03:30 39 30 69 15:30 438 323 761
03:45 35 132 33 109 68 241 15:45 393 1717 236 1067 629 2784 04:00 35 37 72 16:00 451 308 759
04:15 35 57 92 16:15 429 293 722
04:30 72 90 162 16:30 417 302 719
04:45 75 217 84 268 159 485 16:45 470 1767 337 1240 807 3007 05:00 80 80 160 17:00 479 292 771
05:15 112 94 206 17:15 405 301 706
05:30 167 131 298 17:30 429 250 679
05:45 162 521 144 449 306 970 17:45 453 1766 273 1116 726 2882 06:00 174 124 298 18:00 385 249 634
06:15 193 201 394 18:15 384 227 611
06:30 249 206 455 18:30 417 224 641
06:45 273 889 243 774 516 1663 18:45 410 1596 224 924 634 2520 07:00 322 264 586 19:00 398 168 566
07:15 333 371 704 19:15 345 176 521
07:30 375 418 793 19:30 329 188 517
07:45 384 1414 329 1382 713 2796 19:45 285 1357 166 698 451 2055 08:00 350 293 643 20:00 277 175 452
08:15 378 335 713 20:15 269 157 426
08:30 363 247 610 20:30 289 148 437
08:45 282 1373 238 1113 520 2486 20:45 264 1099 165 645 429 1744 09:00 333 208 541 21:00 264 156 420
09:15 330 212 542 21:15 236 163 399
09:30 359 177 536 21:30 255 162 417
09:45 355 1377 144 741 499 2118 21:45 267 1022 150 631 417 1653 10:00 359 206 565 22:00 274 159 433
10:15 366 189 555 22:15 219 150 369
10:30 345 180 525 22:30 225 131 356
10:45 350 1420 191 766 541 2186 22:45 226 944 139 579 365 1523 11:00 329 150 479 23:00 170 105 275
11:15 293 162 455 23:15 179 90 269
11:30 319 166 485 23:30 162 90 252
11:45 344 1285 174 652 518 1937 23:45 138 649 82 367 220 1016 Totals 6735 Totals 9720
Split % 41.4% Split % 37.5%
NB
AM Peak Hour 07:30 07:15 PM Peak Hour 16:15 16:00
AM Peak Volume 1487 1411 PM Peak Volume 1795 1240
AM Pk Hr Factor 0.968 0.844 PM Pk Hr Factor 0.937 0.920 07:30 16:15
2862 3019

0.902 0.935
Daily Totals SB EB Total
25718 16455 0 42173
WB
0 58.6% 38.6% 62.5% 61.4%
Total Total
9542 16277 16176 25896
Daily Totals SB EB WB Total
25718 16455 0 0 42173
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Harbor Boulevard - Ball Road to I-5
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 183 156 339 12:00 245 228 473
00:15 172 128 300 12:15 247 214 461
00:30 154 127 281 12:30 212 192 404
00:45 97 606 71 482 168 1088 12:45 172 876 181 815 353 1691 01:00 105 83 188 13:00 212 175 387
01:15 99 77 176 13:15 208 193 401
01:30 80 51 131 13:30 168 201 369
01:45 47 331 19 230 66 561 13:45 206 794 193 762 399 1556 02:00 47 32 79 14:00 187 185 372
02:15 52 33 85 14:15 267 212 479
02:30 38 17 55 14:30 247 224 471
02:45 40 177 12 94 52 271 14:45 242 943 218 839 460 1782 03:00 39 13 52 15:00 271 193 464
03:15 40 29 69 15:15 215 199 414
03:30 32 32 64 15:30 265 234 499
03:45 29 140 21 95 50 235 15:45 257 1008 236 862 493 1870 04:00 44 21 65 16:00 294 260 554
04:15 44 47 91 16:15 266 254 520
04:30 30 52 82 16:30 262 252 514
04:45 47 165 60 180 107 345 16:45 296 1118 256 1022 552 2140 05:00 46 50 96 17:00 266 228 494
05:15 61 69 130 17:15 309 260 569
05:30 64 94 158 17:30 316 265 581
05:45 68 239 87 300 155 539 17:45 298 1189 207 960 505 2149 06:00 98 81 179 18:00 289 207 496
06:15 100 116 216 18:15 277 231 508
06:30 114 134 248 18:30 250 196 446
06:45 110 422 144 475 254 897 18:45 233 1049 197 831 430 1880 07:00 151 192 343 19:00 235 246 481
07:15 131 170 301 19:15 252 218 470
07:30 227 276 503 19:30 249 220 469
07:45 212 721 242 880 454 1601 19:45 216 952 211 895 427 1847 08:00 216 250 466 20:00 244 207 451
08:15 222 236 458 20:15 249 215 464
08:30 210 244 454 20:30 242 193 435
08:45 217 865 220 950 437 1815 20:45 246 981 219 834 465 1815 09:00 238 223 461 21:00 264 237 501
09:15 225 233 458 21:15 241 200 441
09:30 213 214 427 21:30 259 232 491
09:45 217 893 177 847 394 1740 21:45 257 1021 224 893 481 1914 10:00 260 202 462 22:00 248 187 435
10:15 227 208 435 22:15 233 157 390
10:30 233 198 431 22:30 262 177 439
10:45 219 939 201 809 420 1748 22:45 264 1007 182 703 446 1710 11:00 285 226 511 23:00 281 185 466
11:15 277 178 455 23:15 222 159 381
11:30 182 179 361 23:30 200 150 350
11:45 241 985 205 788 446 1773 23:45 186 889 162 656 348 1545 Totals 6130 Totals 10072
Split % 48.6% Split % 46.0%
NB
AM Peak Hour 10:30 07:30 PM Peak Hour 17:15 16:00
AM Peak Volume 1014 1004 PM Peak Volume 1212 1022
AM Pk Hr Factor 0.889 0.909 PM Pk Hr Factor 0.959 0.983 Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Harbor Boulevard - Manchester Avenue to Disney Way
Thursday, April 21, 2022 Anaheim, CA
Daily Totals SB EB WB Total
18310 16202 0 0 34512

51.4% 36.5% 54.0% 63.5%
Total Total
6483 12613 11827 21899
Daily Totals SB EB Total
18310 16202 0 34512
WB
0 07:30 16:45
1881 2196

0.935 0.945
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 116 106 222 12:00 186 164 350
00:15 83 109 192 12:15 163 152 315
00:30 86 95 181 12:30 179 154 333
00:45 67 352 53 363 120 715 12:45 172 700 138 608 310 1308 01:00 36 40 76 13:00 152 142 294
01:15 37 35 72 13:15 176 147 323
01:30 26 37 63 13:30 196 166 362
01:45 28 127 17 129 45 256 13:45 177 701 167 622 344 1323 02:00 43 33 76 14:00 148 129 277
02:15 22 23 45 14:15 211 153 364
02:30 21 14 35 14:30 228 187 415
02:45 23 109 12 82 35 191 14:45 180 767 177 646 357 1413 03:00 17 13 30 15:00 181 152 333
03:15 15 22 37 15:15 193 172 365
03:30 22 23 45 15:30 206 211 417
03:45 13 67 12 70 25 137 15:45 220 800 188 723 408 1523 04:00 35 12 47 16:00 186 208 394
04:15 35 28 63 16:15 220 180 400
04:30 35 46 81 16:30 216 167 383
04:45 53 158 42 128 95 286 16:45 235 857 228 783 463 1640 05:00 42 32 74 17:00 205 198 403
05:15 54 53 107 17:15 243 198 441
05:30 61 54 115 17:30 229 206 435
05:45 57 214 68 207 125 421 17:45 240 917 197 799 437 1716 06:00 79 46 125 18:00 243 162 405
06:15 79 79 158 18:15 194 178 372
06:30 106 79 185 18:30 199 158 357
06:45 94 358 100 304 194 662 18:45 201 837 162 660 363 1497 07:00 111 132 243 19:00 199 160 359
07:15 130 121 251 19:15 173 168 341
07:30 167 178 345 19:30 191 184 375
07:45 191 599 203 634 394 1233 19:45 176 739 141 653 317 1392 08:00 162 200 362 20:00 190 149 339
08:15 169 156 325 20:15 178 135 313
08:30 140 175 315 20:30 193 158 351
08:45 181 652 182 713 363 1365 20:45 197 758 172 614 369 1372 09:00 147 151 298 21:00 218 141 359
09:15 145 166 311 21:15 163 153 316
09:30 156 150 306 21:30 189 162 351
09:45 159 607 141 608 300 1215 21:45 196 766 149 605 345 1371 10:00 176 154 330 22:00 195 132 327
10:15 145 143 288 22:15 150 133 283
10:30 186 148 334 22:30 205 153 358
10:45 139 646 142 587 281 1233 22:45 185 735 119 537 304 1272 11:00 193 154 347 23:00 184 134 318
11:15 174 147 321 23:15 140 98 238
11:30 151 133 284 23:30 130 106 236
11:45 193 711 165 599 358 1310 23:45 106 560 90 428 196 988 Totals 4424 Totals 7678
Split % 49.0% Split % 45.7%
NB
AM Peak Hour 11:00 07:30 PM Peak Hour 17:15 16:45
AM Peak Volume 711 737 PM Peak Volume 955 830
AM Pk Hr Factor 0.921 0.908 PM Pk Hr Factor 0.983 0.910 07:30 16:45
1426 1742

0.905 0.941
Daily Totals SB EB Total
13737 12102 0 25839
WB
0 51.0% 34.9% 54.3% 65.1%
Total Total
4600 9024 9137 16815
Daily Totals SB EB WB Total
13737 12102 0 0 25839
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Harbor Boulevard - Disney Way to Katella Avenue
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 115 113 228 12:00 184 208 392
00:15 71 88 159 12:15 181 175 356
00:30 76 91 167 12:30 182 200 382
00:45 56 318 53 345 109 663 12:45 191 738 188 771 379 1509 01:00 32 42 74 13:00 175 169 344
01:15 29 36 65 13:15 167 164 331
01:30 27 47 74 13:30 199 197 396
01:45 36 124 29 154 65 278 13:45 191 732 185 715 376 1447 02:00 53 44 97 14:00 164 173 337
02:15 22 23 45 14:15 221 185 406
02:30 15 12 27 14:30 246 218 464
02:45 25 115 11 90 36 205 14:45 204 835 215 791 419 1626 03:00 23 12 35 15:00 211 200 411
03:15 14 21 35 15:15 224 189 413
03:30 18 26 44 15:30 211 245 456
03:45 22 77 11 70 33 147 15:45 237 883 214 848 451 1731 04:00 31 16 47 16:00 188 252 440
04:15 28 27 55 16:15 232 196 428
04:30 34 43 77 16:30 230 213 443
04:45 49 142 48 134 97 276 16:45 257 907 280 941 537 1848 05:00 43 32 75 17:00 207 252 459
05:15 53 59 112 17:15 258 266 524
05:30 68 56 124 17:30 249 248 497
05:45 60 224 81 228 141 452 17:45 255 969 233 999 488 1968 06:00 81 56 137 18:00 288 231 519
06:15 86 94 180 18:15 206 238 444
06:30 106 87 193 18:30 226 192 418
06:45 105 378 134 371 239 749 18:45 214 934 223 884 437 1818 07:00 106 153 259 19:00 242 196 438
07:15 140 142 282 19:15 179 197 376
07:30 169 205 374 19:30 203 207 410
07:45 184 599 238 738 422 1337 19:45 186 810 198 798 384 1608 08:00 132 220 352 20:00 191 193 384
08:15 192 203 395 20:15 207 175 382
08:30 131 213 344 20:30 185 174 359
08:45 178 633 201 837 379 1470 20:45 208 791 214 756 422 1547 09:00 176 159 335 21:00 203 178 381
09:15 145 175 320 21:15 180 185 365
09:30 159 176 335 21:30 187 193 380
09:45 149 629 171 681 320 1310 21:45 222 792 181 737 403 1529 10:00 172 175 347 22:00 231 179 410
10:15 155 180 335 22:15 170 158 328
10:30 180 166 346 22:30 205 188 393
10:45 159 666 155 676 314 1342 22:45 173 779 138 663 311 1442 11:00 199 192 391 23:00 174 162 336
11:15 190 176 366 23:15 137 110 247
11:30 153 158 311 23:30 133 113 246
11:45 212 754 201 727 413 1481 23:45 110 554 80 465 190 1019 Totals 5051 Totals 9368
Split % 52.0% Split % 49.1%
NB
AM Peak Hour 11:00 07:45 PM Peak Hour 17:15 16:45
AM Peak Volume 754 874 PM Peak Volume 1050 1046
AM Pk Hr Factor 0.889 0.918 PM Pk Hr Factor 0.911 0.934 Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Harbor Boulevard - Katella Avenue to Convention Way
Thursday, April 21, 2022 Anaheim, CA
Daily Totals SB EB WB Total
14383 14419 0 0 28802

48.0% 33.7% 50.9% 66.3%
Total Total
4659 9710 9724 19092
Daily Totals SB EB Total
14383 14419 0 28802
WB
0 07:30 17:15
1543 2028

0.914 0.968
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 52 83 135 12:00 155 146 301
00:15 39 80 119 12:15 174 182 356
00:30 48 71 119 12:30 151 151 302
00:45 43 182 51 285 94 467 12:45 146 626 155 634 301 1260 01:00 32 42 74 13:00 143 164 307
01:15 24 40 64 13:15 168 133 301
01:30 22 29 51 13:30 159 164 323
01:45 20 98 22 133 42 231 13:45 188 658 185 646 373 1304 02:00 24 20 44 14:00 172 161 333
02:15 13 13 26 14:15 154 174 328
02:30 11 15 26 14:30 179 193 372
02:45 18 66 13 61 31 127 14:45 216 721 175 703 391 1424 03:00 17 16 33 15:00 176 209 385
03:15 16 17 33 15:15 202 163 365
03:30 13 16 29 15:30 205 200 405
03:45 16 62 19 68 35 130 15:45 196 779 210 782 406 1561 04:00 22 12 34 16:00 204 214 418
04:15 28 17 45 16:15 205 197 402
04:30 44 28 72 16:30 205 267 472
04:45 44 138 25 82 69 220 16:45 240 854 243 921 483 1775 05:00 41 25 66 17:00 228 244 472
05:15 61 37 98 17:15 215 243 458
05:30 64 42 106 17:30 228 206 434
05:45 79 245 62 166 141 411 17:45 203 874 214 907 417 1781 06:00 67 34 101 18:00 210 178 388
06:15 91 63 154 18:15 203 223 426
06:30 103 88 191 18:30 179 188 367
06:45 132 393 88 273 220 666 18:45 159 751 186 775 345 1526 07:00 132 102 234 19:00 138 196 334
07:15 189 136 325 19:15 160 218 378
07:30 218 141 359 19:30 139 189 328
07:45 203 742 129 508 332 1250 19:45 137 574 180 783 317 1357 08:00 188 162 350 20:00 125 161 286
08:15 180 167 347 20:15 135 176 311
08:30 158 112 270 20:30 127 174 301
08:45 153 679 133 574 286 1253 20:45 142 529 183 694 325 1223 09:00 141 147 288 21:00 124 177 301
09:15 162 135 297 21:15 121 168 289
09:30 168 163 331 21:30 111 187 298
09:45 132 603 132 577 264 1180 21:45 116 472 148 680 264 1152 10:00 113 142 255 22:00 110 175 285
10:15 166 155 321 22:15 97 148 245
10:30 125 128 253 22:30 94 166 260
10:45 137 541 172 597 309 1138 22:45 95 396 126 615 221 1011 11:00 139 146 285 23:00 101 123 224
11:15 176 164 340 23:15 91 121 212
11:30 154 160 314 23:30 65 131 196
11:45 176 645 139 609 315 1254 23:45 51 308 93 468 144 776 Totals 3933 Totals 8608
Split % 47.2% Split % 53.3%
NB
AM Peak Hour 07:15 10:45 PM Peak Hour 16:45 16:30
AM Peak Volume 798 642 PM Peak Volume 911 997
AM Pk Hr Factor 0.915 0.933 PM Pk Hr Factor 0.949 0.934 Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Harbor Boulevard - Convention Way to Orangewood Avenue
Thursday, April 21, 2022 Anaheim, CA
Daily Totals SB EB WB Total
11936 12541 0 0 24477

52.8% 34.0% 46.7% 66.0%
Total Total
4394 8327 7542 16150
Daily Totals SB EB Total
11936 12541 0 24477
WB
0 07:30 16:30
1388 1885

0.967 0.976
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 64 83 147 12:00 188 132 320
00:15 45 72 117 12:15 195 168 363
00:30 53 58 111 12:30 182 152 334
00:45 42 204 40 253 82 457 12:45 171 736 154 606 325 1342 01:00 35 34 69 13:00 172 168 340
01:15 22 30 52 13:15 188 138 326
01:30 21 27 48 13:30 195 160 355
01:45 22 100 25 116 47 216 13:45 207 762 206 672 413 1434 02:00 23 21 44 14:00 188 162 350
02:15 16 15 31 14:15 177 169 346
02:30 11 20 31 14:30 197 191 388
02:45 24 74 11 67 35 141 14:45 227 789 199 721 426 1510 03:00 20 14 34 15:00 225 228 453
03:15 19 20 39 15:15 250 166 416
03:30 17 19 36 15:30 234 221 455
03:45 19 75 19 72 38 147 15:45 225 934 241 856 466 1790 04:00 25 17 42 16:00 243 229 472
04:15 27 18 45 16:15 240 199 439
04:30 45 33 78 16:30 225 273 498
04:45 49 146 26 94 75 240 16:45 272 980 247 948 519 1928 05:00 35 29 64 17:00 248 250 498
05:15 64 38 102 17:15 271 261 532
05:30 68 51 119 17:30 284 231 515
05:45 74 241 60 178 134 419 17:45 244 1047 237 979 481 2026 06:00 76 40 116 18:00 256 184 440
06:15 105 66 171 18:15 241 216 457
06:30 116 90 206 18:30 208 190 398
06:45 135 432 89 285 224 717 18:45 191 896 186 776 377 1672 07:00 150 104 254 19:00 157 180 337
07:15 180 141 321 19:15 189 221 410
07:30 229 144 373 19:30 189 181 370
07:45 218 777 148 537 366 1314 19:45 164 699 199 781 363 1480 08:00 194 161 355 20:00 164 152 316
08:15 189 159 348 20:15 167 193 360
08:30 170 114 284 20:30 162 177 339
08:45 143 696 135 569 278 1265 20:45 177 670 181 703 358 1373 09:00 134 142 276 21:00 138 179 317
09:15 169 136 305 21:15 146 184 330
09:30 168 154 322 21:30 136 155 291
09:45 136 607 125 557 261 1164 21:45 127 547 150 668 277 1215 10:00 125 134 259 22:00 123 160 283
10:15 174 160 334 22:15 119 158 277
10:30 132 129 261 22:30 122 154 276
10:45 158 589 153 576 311 1165 22:45 104 468 129 601 233 1069 11:00 139 136 275 23:00 134 116 250
11:15 186 153 339 23:15 93 107 200
11:30 175 142 317 23:30 76 111 187
11:45 198 698 150 581 348 1279 23:45 50 353 84 418 134 771 Totals 3885 Totals 8729
Split % 45.6% Split % 49.6%
NB
AM Peak Hour 07:30 07:30 PM Peak Hour 16:45 16:30
AM Peak Volume 830 612 PM Peak Volume 1075 1031
AM Pk Hr Factor 0.906 0.950 PM Pk Hr Factor 0.946 0.944 07:30 16:45
1442 2064

0.966 0.970
Daily Totals SB EB Total
13520 12614 0 26134
WB
0 54.4% 32.6% 50.4% 67.4%
Total Total
4639 8524 8881 17610
Daily Totals SB EB WB Total
13520 12614 0 0 26134
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Harbor Boulevard - Orangewood Avenue to Wilken Way
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 22 63 85 12:00 35 25 60
00:15 15 55 70 12:15 52 34 86
00:30 12 85 97 12:30 44 31 75
00:45 10 59 49 252 59 311 12:45 41 172 26 116 67 288
01:00 12 40 52 13:00 53 25 78
01:15 11 76 87 13:15 75 38 113
01:30 10 60 70 13:30 70 53 123
01:45 6 39 25 201 31 240 13:45 59 257 33 149 92 406
02:00 2 11 13 14:00 74 43 117
02:15 10 23 33 14:15 77 57 134
02:30 9 19 28 14:30 69 45 114
02:45 7 28 10 63 17 91 14:45 79 299 47 192 126 491
03:00 5 14 19 15:00 77 51 128
03:15 8 11 19 15:15 72 59 131
03:30 5 11 16 15:30 64 65 129
03:45 10 28 4 40 14 68 15:45 60 273 55 230 115 503
04:00 8 6 14 16:00 59 60 119
04:15 14 5 19 16:15 61 49 110
04:30 26 10 36 16:30 84 62 146
04:45 24 72 6 27 30 99 16:45 70 274 54 225 124 499
05:00 32 8 40 17:00 65 71 136
05:15 31 10 41 17:15 72 67 139
05:30 63 11 74 17:30 72 60 132
05:45 39 165 10 39 49 204 17:45 62 271 56 254 118 525
06:00 54 9 63 18:00 70 52 122
06:15 49 13 62 18:15 64 51 115
06:30 64 17 81 18:30 39 69 108
06:45 71 238 16 55 87 293 18:45 37 210 52 224 89 434
07:00 65 17 82 19:00 42 51 93
07:15 71 30 101 19:15 38 68 106
07:30 61 29 90 19:30 39 58 97
07:45 72 269 25 101 97 370 19:45 36 155 44 221 80 376
08:00 62 32 94 20:00 37 47 84
08:15 64 28 92 20:15 31 37 68
08:30 54 24 78 20:30 40 60 100
08:45 60 240 27 111 87 351 20:45 28 136 35 179 63 315
09:00 71 27 98 21:00 41 30 71
09:15 75 33 108 21:15 36 35 71
09:30 61 21 82 21:30 56 49 105
09:45 77 284 30 111 107 395 21:45 38 171 48 162 86 333
10:00 44 34 78 22:00 27 48 75
10:15 76 35 111 22:15 37 51 88
10:30 63 43 106 22:30 34 53 87
10:45 53 236 41 153 94 389 22:45 37 135 56 208 93 343
11:00 61 43 104 23:00 34 43 77
11:15 57 39 96 23:15 25 41 66
11:30 46 34 80 23:30 17 63 80
11:45 42 206 40 156 82 362 23:45 21 97 60 207 81 304
Totals 1309 Totals 2367
Split % 41.3% Split % 49.1%
NB
AM Peak Hour 09:00 00:00 PM Peak Hour 14:15 17:00
AM Peak Volume 284 252 PM Peak Volume 302 254
AM Pk Hr Factor 0.922 0.741 PM Pk Hr Factor 0.956 0.894 10:15 16:30
415 545

0.935 0.933
Daily Totals SB EB Total
4314 3676 0 7990
WB
0 58.7% 39.7% 50.9% 60.3%
Total Total
1864 3173 2450 4817
Daily Totals SB EB WB Total
4314 3676 0 0 7990
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Clementine Street - Manchester Avenue to Disney Way
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 22 25 47 12:00 34 27 61
00:15 18 26 44 12:15 36 38 74
00:30 18 34 52 12:30 26 50 76
00:45 13 71 13 98 26 169 12:45 31 127 43 158 74 285
01:00 9 17 26 13:00 42 42 84
01:15 5 23 28 13:15 39 43 82
01:30 5 28 33 13:30 31 42 73
01:45 5 24 27 95 32 119 13:45 37 149 46 173 83 322
02:00 3 10 13 14:00 31 45 76
02:15 2 10 12 14:15 45 41 86
02:30 2 5 7 14:30 36 51 87
02:45 3 10 2 27 5 37 14:45 39 151 61 198 100 349
03:00 2 3 5 15:00 33 45 78
03:15 3 4 7 15:15 39 52 91
03:30 5 1 6 15:30 36 70 106
03:45 3 13 5 13 8 26 15:45 19 127 69 236 88 363
04:00 6 2 8 16:00 27 50 77
04:15 10 4 14 16:15 30 49 79
04:30 14 3 17 16:30 37 64 101
04:45 8 38 10 19 18 57 16:45 39 133 75 238 114 371
05:00 14 17 31 17:00 29 67 96
05:15 11 23 34 17:15 37 68 105
05:30 27 18 45 17:30 39 71 110
05:45 16 68 18 76 34 144 17:45 34 139 64 270 98 409
06:00 24 19 43 18:00 47 62 109
06:15 19 17 36 18:15 40 53 93
06:30 28 22 50 18:30 25 78 103
06:45 29 100 23 81 52 181 18:45 33 145 52 245 85 390
07:00 26 33 59 19:00 25 61 86
07:15 31 41 72 19:15 35 69 104
07:30 37 35 72 19:30 42 65 107
07:45 48 142 44 153 92 295 19:45 30 132 72 267 102 399
08:00 37 44 81 20:00 33 65 98
08:15 34 57 91 20:15 32 50 82
08:30 38 45 83 20:30 43 69 112
08:45 36 145 48 194 84 339 20:45 24 132 53 237 77 369
09:00 40 35 75 21:00 31 56 87
09:15 39 44 83 21:15 41 59 100
09:30 36 42 78 21:30 42 52 94
09:45 34 149 51 172 85 321 21:45 36 150 63 230 99 380
10:00 38 51 89 22:00 34 45 79
10:15 34 40 74 22:15 36 51 87
10:30 43 40 83 22:30 38 48 86
10:45 34 149 37 168 71 317 22:45 40 148 41 185 81 333
11:00 33 34 67 23:00 30 40 70
11:15 36 34 70 23:15 29 30 59
11:30 28 46 74 23:30 24 47 71
11:45 17 114 49 163 66 277 23:45 28 111 38 155 66 266
Totals 1259 Totals 2592
Split % 55.2% Split % 61.2%
NB
AM Peak Hour 07:45 08:00 PM Peak Hour 17:30 16:45
AM Peak Volume 157 194 PM Peak Volume 160 281
AM Pk Hr Factor 0.818 0.851 PM Pk Hr Factor 0.851 0.937 07:45 16:45
347 425

0.943 0.932
Daily Totals SB EB Total
2667 3851 0 6518
WB
0 44.8% 35.0% 38.8% 65.0%
Total Total
1023 2282 1644 4236
Daily Totals SB EB WB Total
2667 3851 0 0 6518
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Clementine Street - Disney Way to Katella Avenue
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 40 26 66 12:00 149 151 300
00:15 37 21 58 12:15 168 165 333
00:30 35 21 56 12:30 142 147 289
00:45 37 149 22 90 59 239 12:45 129 588 179 642 308 1230 01:00 16 20 36 13:00 157 165 322
01:15 18 17 35 13:15 142 170 312
01:30 15 21 36 13:30 164 166 330
01:45 18 67 19 77 37 144 13:45 158 621 158 659 316 1280 02:00 15 17 32 14:00 175 193 368
02:15 19 11 30 14:15 170 202 372
02:30 19 10 29 14:30 211 235 446
02:45 12 65 18 56 30 121 14:45 199 755 231 861 430 1616 03:00 13 17 30 15:00 220 226 446
03:15 7 21 28 15:15 246 260 506
03:30 14 17 31 15:30 290 245 535
03:45 14 48 26 81 40 129 15:45 249 1005 215 946 464 1951 04:00 17 24 41 16:00 279 210 489
04:15 16 50 66 16:15 256 239 495
04:30 22 56 78 16:30 297 247 544
04:45 35 90 70 200 105 290 16:45 260 1092 250 946 510 2038 05:00 53 63 116 17:00 277 265 542
05:15 48 107 155 17:15 284 249 533
05:30 53 122 175 17:30 296 209 505
05:45 105 259 123 415 228 674 17:45 281 1138 191 914 472 2052 06:00 89 125 214 18:00 249 181 430
06:15 82 188 270 18:15 205 176 381
06:30 88 200 288 18:30 206 187 393
06:45 105 364 200 713 305 1077 18:45 156 816 176 720 332 1536 07:00 117 220 337 19:00 140 167 307
07:15 130 246 376 19:15 153 151 304
07:30 168 240 408 19:30 152 140 292
07:45 182 597 254 960 436 1557 19:45 112 557 130 588 242 1145 08:00 156 214 370 20:00 134 144 278
08:15 165 182 347 20:15 126 103 229
08:30 154 206 360 20:30 126 136 262
08:45 125 600 219 821 344 1421 20:45 113 499 136 519 249 1018 09:00 144 151 295 21:00 104 130 234
09:15 122 160 282 21:15 120 119 239
09:30 101 128 229 21:30 92 112 204
09:45 122 489 151 590 273 1079 21:45 123 439 85 446 208 885 10:00 132 125 257 22:00 109 90 199
10:15 135 146 281 22:15 96 89 185
10:30 128 165 293 22:30 86 61 147
10:45 140 535 152 588 292 1123 22:45 67 358 66 306 133 664 11:00 143 169 312 23:00 51 58 109
11:15 131 158 289 23:15 55 46 101
11:30 175 145 320 23:30 61 28 89
11:45 156 605 166 638 322 1243 23:45 41 208 34 166 75 374 Totals 5229 Totals 7713
Split % 57.5% Split % 48.9%
NB
AM Peak Hour 07:30 07:00 PM Peak Hour 17:00 16:30
AM Peak Volume 671 960 PM Peak Volume 1138 1011
AM Pk Hr Factor 0.922 0.945 PM Pk Hr Factor 0.961 0.954 07:15 16:30
1590 2129

0.912 0.978
Daily Totals SB EB Total
11944 12942 0 24886
WB
0 42.5% 36.6% 51.1% 63.4%
Total Total
3868 9097 8076 15789
Daily Totals SB EB WB Total
11944 12942 0 0 24886
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Anaheim Boulevard - Ball Road to Cerritos Avenue
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 45 51 96 12:00 167 168 335
00:15 33 35 68 12:15 184 206 390
00:30 40 30 70 12:30 176 171 347
00:45 40 158 28 144 68 302 12:45 153 680 184 729 337 1409 01:00 21 23 44 13:00 184 183 367
01:15 18 19 37 13:15 171 226 397
01:30 18 20 38 13:30 180 217 397
01:45 21 78 19 81 40 159 13:45 179 714 191 817 370 1531 02:00 22 17 39 14:00 211 232 443
02:15 23 26 49 14:15 210 244 454
02:30 25 18 43 14:30 262 313 575
02:45 19 89 22 83 41 172 14:45 216 899 294 1083 510 1982 03:00 17 25 42 15:00 242 288 530
03:15 17 25 42 15:15 264 321 585
03:30 25 20 45 15:30 281 374 655
03:45 47 106 28 98 75 204 15:45 289 1076 285 1268 574 2344 04:00 35 27 62 16:00 279 329 608
04:15 41 58 99 16:15 289 321 610
04:30 70 49 119 16:30 317 376 693
04:45 114 260 57 191 171 451 16:45 280 1165 317 1343 597 2508 05:00 52 72 124 17:00 316 362 678
05:15 88 113 201 17:15 285 305 590
05:30 110 131 241 17:30 325 278 603
05:45 182 432 143 459 325 891 17:45 317 1243 232 1177 549 2420 06:00 144 145 289 18:00 277 224 501
06:15 131 216 347 18:15 236 214 450
06:30 140 207 347 18:30 239 219 458
06:45 204 619 190 758 394 1377 18:45 205 957 208 865 413 1822 07:00 154 220 374 19:00 182 202 384
07:15 184 258 442 19:15 196 200 396
07:30 210 247 457 19:30 180 174 354
07:45 251 799 265 990 516 1789 19:45 130 688 155 731 285 1419 08:00 217 228 445 20:00 147 165 312
08:15 214 215 429 20:15 162 116 278
08:30 191 225 416 20:30 137 142 279
08:45 183 805 250 918 433 1723 20:45 127 573 156 579 283 1152 09:00 182 200 382 21:00 104 181 285
09:15 131 205 336 21:15 131 152 283
09:30 127 163 290 21:30 106 144 250
09:45 144 584 164 732 308 1316 21:45 116 457 222 699 338 1156 10:00 145 157 302 22:00 90 191 281
10:15 152 156 308 22:15 94 122 216
10:30 143 194 337 22:30 98 88 186
10:45 160 600 181 688 341 1288 22:45 82 364 93 494 175 858 11:00 167 202 369 23:00 67 84 151
11:15 162 178 340 23:15 57 62 119
11:30 208 168 376 23:30 70 50 120
11:45 167 704 193 741 360 1445 23:45 46 240 54 250 100 490 Totals 5883 Totals 10035
Split % 52.9% Split % 52.6%
NB
AM Peak Hour 07:30 07:15 PM Peak Hour 17:00 16:15
AM Peak Volume 892 998 PM Peak Volume 1243 1376
AM Pk Hr Factor 0.888 0.942 PM Pk Hr Factor 0.956 0.915 07:15 16:15
1860 2578

0.901 0.930
Daily Totals SB EB Total
14290 15918 0 30208
WB
0 47.1% 36.8% 47.4% 63.2%
Total Total
5234 11117 9056 19091
Daily Totals SB EB WB Total
14290 15918 0 0 30208
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Anaheim Boulevard - Cerritos Avenue to I-5
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 39 40 79 12:00 130 111 241
00:15 35 33 68 12:15 134 126 260
00:30 27 42 69 12:30 145 117 262
00:45 22 123 20 135 42 258 12:45 121 530 110 464 231 994 01:00 16 27 43 13:00 136 76 212
01:15 17 21 38 13:15 145 122 267
01:30 17 30 47 13:30 136 132 268
01:45 11 61 24 102 35 163 13:45 103 520 115 445 218 965 02:00 11 16 27 14:00 124 138 262
02:15 10 22 32 14:15 128 132 260
02:30 13 47 60 14:30 161 156 317
02:45 16 50 14 99 30 149 14:45 170 583 157 583 327 1166 03:00 15 13 28 15:00 173 166 339
03:15 13 13 26 15:15 180 178 358
03:30 18 13 31 15:30 179 237 416
03:45 17 63 20 59 37 122 15:45 197 729 187 768 384 1497 04:00 36 20 56 16:00 158 203 361
04:15 25 15 40 16:15 180 184 364
04:30 51 31 82 16:30 232 184 416
04:45 59 171 25 91 84 262 16:45 200 770 180 751 380 1521 05:00 59 28 87 17:00 192 200 392
05:15 69 31 100 17:15 215 210 425
05:30 81 31 112 17:30 225 185 410
05:45 89 298 41 131 130 429 17:45 223 855 162 757 385 1612 06:00 76 71 147 18:00 173 161 334
06:15 94 107 201 18:15 185 139 324
06:30 110 82 192 18:30 151 173 324
06:45 125 405 108 368 233 773 18:45 135 644 185 658 320 1302 07:00 104 102 206 19:00 161 180 341
07:15 155 109 264 19:15 137 146 283
07:30 172 145 317 19:30 153 122 275
07:45 171 602 119 475 290 1077 19:45 127 578 120 568 247 1146 08:00 133 129 262 20:00 114 132 246
08:15 191 109 300 20:15 123 115 238
08:30 136 109 245 20:30 97 98 195
08:45 167 627 86 433 253 1060 20:45 91 425 107 452 198 877 09:00 123 91 214 21:00 99 132 231
09:15 116 108 224 21:15 89 126 215
09:30 131 82 213 21:30 110 112 222
09:45 119 489 101 382 220 871 21:45 79 377 100 470 179 847 10:00 108 100 208 22:00 83 99 182
10:15 119 99 218 22:15 91 97 188
10:30 120 88 208 22:30 63 93 156
10:45 145 492 103 390 248 882 22:45 84 321 55 344 139 665 11:00 138 102 240 23:00 51 64 115
11:15 125 85 210 23:15 49 50 99
11:30 132 95 227 23:30 48 61 109
11:45 103 498 92 374 195 872 23:45 40 188 40 215 80 403 Totals 3039 Totals 6475
Split % 43.9% Split % 49.8%
NB
AM Peak Hour 07:30 07:30 PM Peak Hour 17:00 15:30
AM Peak Volume 667 502 PM Peak Volume 855 811
AM Pk Hr Factor 0.873 0.866 PM Pk Hr Factor 0.950 0.855 07:30 16:30
1169 1613

0.922 0.949
Daily Totals SB EB Total
10399 9514 0 19913
WB
0 56.1% 34.7% 50.2% 65.3%
Total Total
3879 6918 6520 12995
Daily Totals SB EB WB Total
10399 9514 0 0 19913
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Anaheim Boulevard - I-5 to Katella Avenue
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 35 43 78 12:00 136 110 246
00:15 36 33 69 12:15 119 113 232
00:30 36 51 87 12:30 139 124 263
00:45 26 133 23 150 49 283 12:45 124 518 105 452 229 970 01:00 16 25 41 13:00 118 88 206
01:15 22 22 44 13:15 138 117 255
01:30 12 26 38 13:30 123 121 244
01:45 10 60 26 99 36 159 13:45 114 493 113 439 227 932
02:00 21 12 33 14:00 143 129 272
02:15 13 11 24 14:15 127 137 264
02:30 13 36 49 14:30 151 161 312
02:45 16 63 21 80 37 143 14:45 165 586 155 582 320 1168 03:00 19 9 28 15:00 196 170 366
03:15 19 14 33 15:15 200 171 371
03:30 21 11 32 15:30 183 225 408
03:45 26 85 20 54 46 139 15:45 213 792 190 756 403 1548 04:00 38 11 49 16:00 180 179 359
04:15 33 13 46 16:15 207 188 395
04:30 67 21 88 16:30 253 204 457
04:45 97 235 13 58 110 293 16:45 229 869 191 762 420 1631 05:00 69 29 98 17:00 221 211 432
05:15 84 19 103 17:15 237 224 461
05:30 97 21 118 17:30 236 203 439
05:45 111 361 35 104 146 465 17:45 234 928 171 809 405 1737 06:00 94 62 156 18:00 212 177 389
06:15 118 70 188 18:15 190 148 338
06:30 125 73 198 18:30 181 184 365
06:45 143 480 93 298 236 778 18:45 157 740 175 684 332 1424 07:00 136 96 232 19:00 159 173 332
07:15 196 108 304 19:15 147 150 297
07:30 190 114 304 19:30 157 143 300
07:45 191 713 119 437 310 1150 19:45 151 614 137 603 288 1217 08:00 158 108 266 20:00 123 118 241
08:15 213 104 317 20:15 114 113 227
08:30 176 98 274 20:30 114 115 229
08:45 182 729 106 416 288 1145 20:45 109 460 122 468 231 928 09:00 145 88 233 21:00 112 141 253
09:15 124 93 217 21:15 109 130 239
09:30 127 101 228 21:30 110 118 228
09:45 137 533 93 375 230 908 21:45 90 421 111 500 201 921 10:00 104 90 194 22:00 94 111 205
10:15 122 91 213 22:15 90 94 184
10:30 123 97 220 22:30 72 103 175
10:45 141 490 89 367 230 857 22:45 85 341 60 368 145 709 11:00 126 106 232 23:00 64 71 135
11:15 124 96 220 23:15 55 65 120
11:30 131 91 222 23:30 42 64 106
11:45 106 487 95 388 201 875 23:45 44 205 43 243 87 448 Totals 2826 Totals 6666
Split % 39.3% Split % 48.9%
NB
AM Peak Hour 07:30 07:15 PM Peak Hour 16:30 16:30
AM Peak Volume 752 449 PM Peak Volume 940 830
AM Pk Hr Factor 0.883 0.943 PM Pk Hr Factor 0.929 0.926 07:30 16:30
1197 1770

0.944 0.960
Daily Totals SB EB Total
11336 9492 0 20828
WB
0 60.7% 34.5% 51.1% 65.5%
Total Total
4369 7195 6967 13633
Daily Totals SB EB WB Total
11336 9492 0 0 20828
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Haster Street - Katella Avenue to Gene Autry Way
Thursday, April 21, 2022 Anaheim, CA
Day: City:

NB

AM NB SB EB WB PM NB SB EB WB
00:00 29 38 67 12:00 94 95 189
00:15 19 36 55 12:15 101 107 208
00:30 19 18 37 12:30 86 87 173
00:45 14 81 25 117 39 198 12:45 95 376 93 382 188 758
01:00 15 23 38 13:00 80 107 187
01:15 19 19 38 13:15 84 108 192
01:30 11 21 32 13:30 118 112 230
01:45 10 55 16 79 26 134 13:45 122 404 128 455 250 859
02:00 10 12 22 14:00 142 133 275
02:15 16 15 31 14:15 145 125 270
02:30 15 32 47 14:30 116 153 269
02:45 14 55 13 72 27 127 14:45 132 535 171 582 303 1117 03:00 13 10 23 15:00 156 120 276
03:15 13 6 19 15:15 186 185 371
03:30 21 8 29 15:30 164 152 316
03:45 24 71 8 32 32 103 15:45 156 662 207 664 363 1326
04:00 24 15 39 16:00 167 169 336
04:15 37 19 56 16:15 192 174 366
04:30 52 15 67 16:30 204 189 393
04:45 60 173 10 59 70 232 16:45 205 768 183 715 388 1483 05:00 36 38 74 17:00 184 203 387
05:15 76 24 100 17:15 226 215 441
05:30 91 38 129 17:30 215 217 432
05:45 95 298 38 138 133 436 17:45 187 812 165 800 352 1612 06:00 69 50 119 18:00 167 148 315
06:15 100 53 153 18:15 167 138 305
06:30 123 80 203 18:30 180 139 319
06:45 122 414 90 273 212 687 18:45 135 649 139 564 274 1213 07:00 127 99 226 19:00 148 121 269
07:15 174 135 309 19:15 153 135 288
07:30 174 126 300 19:30 130 135 265
07:45 179 654 102 462 281 1116 19:45 113 544 101 492 214 1036 08:00 154 123 277 20:00 106 99 205
08:15 161 102 263 20:15 120 100 220
08:30 129 109 238 20:30 134 115 249
08:45 116 560 125 459 241 1019 20:45 105 465 98 412 203 877 09:00 97 83 180 21:00 81 95 176
09:15 100 89 189 21:15 92 86 178
09:30 100 93 193 21:30 88 85 173
09:45 92 389 100 365 192 754 21:45 91 352 87 353 178 705 10:00 95 96 191 22:00 78 93 171
10:15 83 89 172 22:15 75 72 147
10:30 108 77 185 22:30 88 75 163
10:45 88 374 87 349 175 723 22:45 72 313 60 300 132 613 11:00 94 105 199 23:00 42 48 90
11:15 114 99 213 23:15 54 60 114
11:30 109 92 201 23:30 34 42 76
11:45 104 421 79 375 183 796 23:45 37 167 40 190 77 357 Totals 2780 Totals 5909
Split % 44.0% Split % 49.4%
NB
AM Peak Hour 07:15 07:15 PM Peak Hour 16:45 16:45
AM Peak Volume 681 486 PM Peak Volume 830 818
AM Pk Hr Factor 0.951 0.900 PM Pk Hr Factor 0.918 0.942 07:15 16:45
1167 1648

0.944 0.934
Daily Totals SB EB Total
9592 8689 0 18281
WB
0 56.0% 34.6% 50.6% 65.4%
Total Total
3545 6325 6047 11956
Daily Totals SB EB WB Total
9592 8689 0 0 18281
Prepared by City Count, LLC (www.citycount.com)
ADT Volume Report
Haster Street - Gene Autry Way to Orangewood Avenue
Thursday, April 21, 2022 Anaheim, CA
Appendix C
Intersection Lane Configurations
Intersection Lane Configurations

Baseline LOS Differences
Between the Anaheim Resort Specific Plan EIR
And the DisneylandForward Project Traffic Analysis

MEMORANDUM
TO: Rafael Cobian and David Kennedy, City of Anaheim
FROM: Jonathan Chambers, P.E.

DATE: March 22, 2023
RE: Baseline LOS Differences Between
The Anaheim Resort Specific Plan EIR
and the DisneylandForward Project Traffic Study Ref: J1268h Gibson Transportation Consulting, Inc. (GTC) is preparing the traffic study (TS) for the DisneylandForward (Project) in the City of Anaheim (City). The future baseline conditions in the TS, Future without Project Conditions (referred to herein as the TS Conditions), are based on the Year 2030 With Project Scenario (with feasible mitigations) from the Anaheim Resort Specific Plan (ARSP) Draft Environmental Impact Report1 (Draft EIR) (referred to herein as the ARSP Conditions).

There are some differences in the results of the intersection capacity utilization (ICU) analysis between the TS Conditions and the ARSP Conditions, including some that result in different levels of service (LOS). The traffic volumes are identical between the TS Conditions and the ARSP Conditions. However, some of the lane configurations assumed in the ARSP Conditions (which were consistent with the City General Plan at the time) have since been updated by other planning documents and project-level mitigation programs since adoption of the ARSP Draft EIR.

GTC has had ongoing discussions with Mr. Rafael Cobian and Mr. David Kennedy regarding the appropriate General Plan buildout lane configurations to assume for each intersection analyzed in the Project traffic study. This memorandum documents the difference between the configurations in the TS Conditions and the ARSP Conditions and the reasons behind those differences.

Table 1 summarizes the eight intersections with changed lane configurations, along with the ICU and LOS under the ARSP Conditions and the TS Conditions. The ARSP Conditions ICU worksheets are provided in Attachment A and the TS Conditions ICU worksheets are provided in Attachment B. While all ICU results documented herein use two decimal places for consistency with the ARSP Draft EIR, should the TS ultimately use a third decimal place, some of these results may change slightly.
1 Draft Environmental Impact Report 340, Amendment No. 14 to the Anaheim Resort Specific Plan (September, 2012).

Mr. Rafael Cobian and Mr. David Kennedy
March 22, 2023

Intersection #5: Disneyland Drive / West Street & Katella Avenue ARSP Configuration TS Configuration
Northbound: 2L 2T 1R (same)
Southbound: 2L 2T 1R (same)
Eastbound: 2L 3T 1R 2L 4T
Westbound: 2L 3T 1R (same)
AM ICU (LOS): 0.96 (LOS E) 0.84 (LOS D)
PM ICU (LOS): 0.94 (LOS E) 0.94 (LOS E)
The ARSP Draft EIR proposed a mitigation involving modifying both the eastbound and westbound approaches to provide two left-turn lanes and four through lanes but found the improvement infeasible. However, the Platinum Triangle Master Land Use Plan (PTMLUP) Subsequent EIR2 (SEIR) found the improvement partially feasible and assumed conversion of the eastbound right-turn lane to a shared through/right-turn lane. This configuration was later confirmed by the Platinum Triangle Implementation Plan (Kreuzer Consulting Group, October 2015) (PTIP). Therefore, this change was assumed in the TS Conditions.

Intersection #6: Ox Road / Cast Place & Ball Road
ARSP Configuration TS Configuration
Northbound: 2L 2T 1L 1LTR 1R (same as existing)
Southbound: 2L 1R 1L 1LTR (same as existing)
Eastbound: 1L 3T 1R (same)
Westbound: 2L 3T (same)
AM ICU (LOS): 0.74 (LOS C) 0.76 (LOS C)
PM ICU (LOS): 0.69 (LOS B) 0.81 (LOS D)
The north and south legs of Intersection #6 are private driveways, including to Disney property on the south (currently Disneyland back-of-house and administrative space). The current configurations of those legs meet the outbound access needs of the respective properties they serve. Any future development on those properties that would generate new traffic into and out of those private driveways would require evaluation of the need for expanding the driveways.

Without specific development proposals, however, there is no reason to assume expansion of the northbound and southbound approaches, and per discussions with Mr. Kennedy, the existing configuration of these approaches (including the existing north-south split signal phasing) should be assumed to remain. Therefore, this change was assumed in the TS Conditions.

Intersection #10: Harbor Boulevard & Manchester Avenue
ARSP Configuration TS Configuration
Northbound: 1L 3T (same)
Southbound: 1L 4T (same)
2 Draft Subsequent Environmental Impact Report No. 339 (August, 2010).

Mr. Rafael Cobian and Mr. David Kennedy
March 22, 2023

Eastbound: (no approach) (same)
Westbound: 1L 1R 1L 2R
AM ICU (LOS): 0.41 (LOS A) 0.41 (LOS A)
PM ICU (LOS): 0.61 (LOS B) 0.47 (LOS A)
While the ARSP Conditions only assumed a single westbound right-turn lane at Intersection #10, there are currently two westbound right-turn lanes installed at the intersection. These lanes would be maintained upon buildout of Manchester Avenue to its ultimate configuration (which would include two lanes in each direction). Therefore, this change was assumed in the TS Conditions.

Intersection #11: Harbor Boulevard & Disney Way
ARSP Configuration TS Configuration
Northbound: 2L 3T (same)
Southbound: 2L 3T (same)
Eastbound: 2L 2T 1LT 1TR (same as existing)
Westbound: 1L 3T 2L 1T 1R (same as existing)
AM ICU (LOS): 0.50 (LOS A) 0.49 (LOS A)
PM ICU (LOS): 0.86 (LOS D) 0.68 (LOS B)
The west leg of Intersection #11 is private Disney property which is used primarily for parking shuttle access and back-of-house access. It is not intended to serve significant levels of traffic at any time in the future. The current configuration of that leg meets current access needs. Further, the westbound approach (i.e., on the east leg of the intersection) currently primarily serves turning traffic, as appropriate. Per discussions with Mr. Kennedy, the existing configuration of these approaches (including the existing east-west split signal phasing) should be assumed to remain.

Therefore, this change was assumed in the TS Conditions.

Intersection #16: Clementine Street & Katella Avenue
ARSP Configuration TS Configuration
Northbound: 1L 1T 1R 1L 2T
Southbound: 1L 1T 1R 1L 2T
Eastbound: 2L 4T (same)
Westbound: 2L 4T (same)
AM ICU (LOS): 0.66 (LOS B) 0.65 (LOS B)
PM ICU (LOS): 0.90 (LOS D) 0.85 (LOS D)
While the ARSP Conditions assumed that the existing north-south lane configurations remained in place, Clementine Street is designated a Secondary Arterial in the General Plan which requires two lanes in each direction. In discussions with Mr. Kennedy, it was agreed that this configuration should have included a second through lane in the north and south directions. Therefore, this change was assumed in the TS Conditions.

Mr. Rafael Cobian and Mr. David Kennedy
March 22, 2023

Intersection #19: Anaheim Boulevard & Cerritos Avenue
ARSP Configuration TS Configuration
Northbound: 2L 3T 1R 1L 3T 1R
Southbound: 2L 3T (same)
Eastbound: 1L 1TR (same)
Westbound: 2L 1TR 1R (same)
AM ICU (LOS): 0.68 (LOS B) 0.72 (LOS C)
PM ICU (LOS): 0.86 (LOS D) 0.86 (LOS D)
The northbound approach was modified to only include one left-turn lane by Mitigation Measure TRANS-2 from the Avanti Anaheim Boulevard Townhomes Project.3 That project included a General Plan amendment incorporating this change to the intersection configuration. Therefore, this change was assumed in the TS Conditions.

Intersection #23: Haster Street & Gene Autry Way
ARSP Configuration TS Configuration
Northbound: 1L 3T 1R (same)
Southbound: 2L 3T 1R 2L 3T
Eastbound: 1L 3T 2L 3T
Westbound: 2L 3T (same)
AM ICU (LOS): 0.78 (LOS C) 0.80 (LOS D)
PM ICU (LOS): 0.88 (LOS D) 0.90 (LOS D)
The PTIP identified the TS Configuration shown above and was therefore assumed in the TS Conditions.

Intersection #25: Manchester Avenue / I-5 Southbound Ramps & Katella Avenue ARSP Configuration TS Configuration
Northbound: 1L 1LR 1R (same)
Southbound: 2L 2T 1R (same)
Eastbound: 3T 2R 4T 2R
Westbound: 2L 3T 2L 4T
AM ICU (LOS): 0.77 (LOS C) 0.77 (LOS C)
PM ICU (LOS): 0.80 (LOS C) 0.79 (LOS C)
The westbound approach is already configured with a fourth through lane. The PTIP identified the widening of the eastbound approach as shown above in the TS Configuration. Therefore, this change was assumed in the TS Conditions.
3 Initial Study / Mitigated Negative Declaration and Avanti Anaheim Boulevard Townhomes Traffic Impact Study (Iteris, May 6, 2019).

TABLE 1

INTERSECTION OPERATING CONDITION COMPARISON
ARSP Condition TS Condition

ICU LOS ICU LOS

5. Disneyland Dr / West St & AM 0.96 E 0.84 D
Katella Ave PM 0.94 E 0.94 E

6. Ox Rd / Cast Pl & AM 0.74 C 0.76 C
Ball Rd PM 0.69 B 0.81 D

10. Harbor Blvd & AM 0.41 A 0.41 A
Manchester Ave PM 0.61 B 0.47 A

11. Harbor Blvd & AM 0.50 A 0.49 A
Disney Way PM 0.86 D 0.68 B

16. Clementine St & AM 0.66 B 0.65 B
Katella Ave PM 0.90 D 0.85 D

19. Anaheim Blvd & AM 0.68 B 0.72 C
Cerritos Ave PM 0.86 D 0.86 D

23. Haster St & AM 0.78 C 0.80 C
Gene Autry Way PM 0.88 D 0.90 D

25. Manchester Ave / I-5 SB AM 0.77 C 0.77 C
Ramps & Katella Ave PM 0.80 C 0.79 C
No. Location Peak
Hour
Attachment A
ICU Worksheets - ARSP Conditions

PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 5 Disneyland Drive / Ball Road
Date 12/11/2009

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 1259 150 0.12 1013 210 0.21
NBT 1 2770 330 0.12 2942 610 0.21
NBR 1.5 2770 330 0.12 2845 590 0.21
SBL 1.5 2902 670 0.23 2202 340 0.15
SBT 2.5 3898 770 0.23 4598 540 0.15
SBR 0 130 170
EBL 2 3400 320 0.09 3400 230 0.07 *
EBT 3 5100 1,330 0.26 * 5100 1,030 0.20
EBR 1 1700 140 0.08 1700 130 0.08
WBL 2 3400 550 0.16 * 3400 470 0.14
WBT 3 5100 830 0.18 5100 1,500 0.39 *
WBR 0 70 490
N/S Movements 0.35 0.36
E/W Movements 0.42 0.46
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.10 0.10
TOTAL CAPACITY UTILIZATION 0.87 0.92

LEVEL OF SERVICE (LOS) D E
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 6 Disneyland Drive / West Street / Katella Avenue Date 12/11/2009

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 230 0.07 3400 360 0.11
NBT 2 3400 410 0.12 * 3400 500 0.15 *
NBR 1 1700 230 0.14 1700 150 0.09
SBL 2 3400 500 0.15 * 3400 760 0.22 *
SBT 2 3400 270 0.08 3400 430 0.13
SBR 1 1700 330 0.19 * 1700 370 0.22 *
EBL 2 3400 290 0.09 3400 160 0.05 *
EBT 3 5100 3,000 0.59 * 5100 1,080 0.21
EBR 1 1700 210 0.12 1700 160 0.09
WBL 2 3400 180 0.05 * 3400 130 0.04
WBT 3 5100 920 0.18 5100 2,410 0.47 *
WBR 1 1700 500 0.29 1700 550 0.32
N/S Movements 0.27 0.37
E/W Movements 0.64 0.52
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.96 0.94

LEVEL OF SERVICE (LOS) E E
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 71 Ox Road / Cast Place / Ball Road
Date 12/16/2010

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 90 0.03 3400 230 0.07
NBT 2 3400 0 0.02 * 3400 10 0.14 *
NBR 0 80 450
SBL 2 3400 40 0.01 * 3400 40 0.01 *
SBT 0 10 0.00 0 0.00
SBR 1 1700 20 0.01 1700 60 0.04 *
EBL 1 1700 60 0.04 1700 20 0.01 *
EBT 3 5100 2,790 0.55 * 5100 2,030 0.40
EBR 1 1700 270 0.16 1700 160 0.09
WBL 2 3400 370 0.11 * 3400 130 0.04
WBT 3 5100 1,690 0.34 5100 2,340 0.47 *
WBR 0 40 50
N/S Movements 0.04 0.15
E/W Movements 0.66 0.48
Rt. Turn Component 0.00 0.01
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.74 0.69

LEVEL OF SERVICE (LOS) C B
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 72 Convention Center/ Katella Avenue
Date 12/11/2009

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 0 0 0
NBT 0 0 0.00 0 0.00
NBR 0 0 0
SBL 0 0 0
SBT 0 0 0.00 0 0.00
SBR 0 0 0
EBL 0 0 0 *
EBT 4 6800 3,560 0.55 * 6800 2,090 0.32
EBR 0 180 80
WBL 2 3400 180 0.05 * 3400 140 0.04
WBT 4 6800 1,160 0.17 6800 3,710 0.55 *
WBR 0 0 0
N/S Movements 0.00 0.00
E/W Movements 0.60 0.55
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.65 0.60

LEVEL OF SERVICE (LOS) B A
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 75 Harbor Boulevard / Manchester Avenue
Date 12/11/2009

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 110 0.06 1700 120 0.07
NBT 3 5100 800 0.16 * 5100 1,220 0.25 *
NBR 0 40 40
SBL 1 1700 310 0.18 * 1700 110 0.06 *
SBT 4 6800 910 0.13 6800 960 0.14
SBR 0 0 0
EBL 0 0 0
EBT 0 0 0.00 * 0 0.00 *
EBR 0 0 0
WBL 1 1700 30 0.02 * 1700 50 0.03 *
WBT 0 0 0.00 0 0.00
WBR 1 1700 60 0.04 1700 480 0.28 *
N/S Movements 0.35 0.31
E/W Movements 0.02 0.03
Rt. Turn Component 0.00 0.22
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.41 0.61

LEVEL OF SERVICE (LOS) A B
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 76 Anaheim Boulevard / Lincoln Avenue
Date 12/11/2009

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 90 0.05 * 1700 170 0.10
NBT 2 3400 360 0.11 3400 1,190 0.35 *
NBR 1 1700 110 0.06 1700 110 0.06
SBL 1 1700 140 0.08 1700 120 0.07 *
SBT 2 3400 1,030 0.30 * 3400 510 0.15
SBR 1 1700 110 0.06 1700 80 0.05
EBL 1 1700 80 0.05 1700 190 0.11 *
EBT 3 5100 980 0.22 * 5100 1,090 0.24
EBR 0 160 150
WBL 1 1700 260 0.15 * 1700 140 0.08
WBT 3 5100 950 0.20 5100 1,300 0.28 *
WBR 0 70 140
N/S Movements 0.36 0.42
E/W Movements 0.38 0.39
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.78 0.86

LEVEL OF SERVICE (LOS) C D
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 11 Harbor Boulevard / Disney Way
Date 12/11/2009

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 180 0.05 3400 50 0.01
NBT 3 5100 770 0.23 * 5100 1,750 0.36 *
NBR 0 390 80
SBL 2 3400 380 0.11 * 3400 200 0.06 *
SBT 3 5100 1,240 0.27 5100 1,320 0.27
SBR 0 120 40
EBL 2 3400 10 0.00 3400 40 0.01
EBT 1.5 1700 10 0.01 * 2833 50 0.02 *
EBR 0.5 1700 10 0.01 567 10 0.02
WBL 1 1700 170 0.10 * 1700 630 0.37 *
WBT 3 5100 150 0.05 5100 80 0.09
WBR 0 130 400
N/S Movements 0.34 0.42
E/W Movements 0.11 0.39
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.50 0.86

LEVEL OF SERVICE (LOS) A D
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 12 Harbor Boulevard / Katella Avenue
Date 11/19/2010

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 320 0.09 * 3400 631 0.19 *
NBT 3 5100 660 0.13 5100 1,090 0.21
NBR 1 1700 161 0.09 1700 230 0.14
SBL 2 3400 160 0.05 3400 200 0.06
SBT 3 5100 891 0.17 * 5100 727 0.14 *
SBR 1 1700 212 0.12 1700 590 0.35 *
EBL 2 3400 477 0.14 3400 515 0.15 *
EBT 4 6800 2,605 0.40 * 6800 1,734 0.28
EBR 0 101 170
WBL 2 3400 299 0.09 * 3400 409 0.12
WBT 4 6800 1,207 0.19 6800 2,338 0.37 *
WBR 0 80 170
N/S Movements 0.27 0.33
E/W Movements 0.49 0.52
Rt. Turn Component 0.00 0.05
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.80 0.95

LEVEL OF SERVICE (LOS) C E
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 15 Clementine Street / Disney Way
Date 12/11/2009

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 70 0.02 3400 80 0.02
NBT 2 3400 60 0.03 * 3400 130 0.05 *
NBR 0 30 50
SBL 2 3400 560 0.16 * 3400 620 0.18 *
SBT 2 3400 80 0.04 3400 110 0.12
SBR 0 70 310
EBL 1 1700 220 0.13 * 1700 90 0.05 *
EBT 3 5100 370 0.07 5100 150 0.03
EBR 1 1700 60 0.04 1700 70 0.04
WBL 1 1700 140 0.08 1700 130 0.08
WBT 3 5100 490 0.20 * 5100 580 0.23 *
WBR 0 520 610
N/S Movements 0.19 0.24
E/W Movements 0.33 0.29
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.57 0.57

LEVEL OF SERVICE (LOS) A A
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 16 Clementine Street / Katella Avenue
Date 12/11/2009

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 50 0.03 * 1700 120 0.07
NBT 1 1700 70 0.04 1700 120 0.07 *
NBR 1 1700 120 0.07 1700 430 0.25 *
SBL 1 1700 110 0.06 1700 300 0.18 *
SBT 1 1700 160 0.09 * 1700 140 0.08
SBR 1 1700 70 0.04 1700 110 0.06
EBL 2 3400 90 0.03 3400 90 0.03 *
EBT 4 6800 2,630 0.40 * 6800 1,940 0.30
EBR 0 120 70
WBL 2 3400 270 0.08 * 3400 160 0.05
WBT 4 6800 1,480 0.23 6800 2,910 0.44 *
WBR 0 60 80
N/S Movements 0.12 0.25
E/W Movements 0.48 0.47
Rt. Turn Component 0.00 0.14
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.66 0.90

LEVEL OF SERVICE (LOS) B D
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 18 Anaheim Boulevard / Ball Road
Date 12/11/2009

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 200 0.06 * 3400 300 0.09
NBT 3 5100 510 0.10 5100 1,800 0.35 *
NBR 1 1700 210 0.12 1700 160 0.09
SBL 2 3400 520 0.15 3400 430 0.13 *
SBT 3 5100 1,710 0.34 * 5100 880 0.17
SBR 1 1700 330 0.19 1700 140 0.08
EBL 2 3400 170 0.05 3400 240 0.07 *
EBT 3 5100 1,640 0.32 * 5100 920 0.18
EBR 1 1700 330 0.19 1700 300 0.18
WBL 2 3400 180 0.05 * 3400 180 0.05
WBT 3 5100 1,010 0.20 5100 1,550 0.30 *
WBR 1 1700 180 0.11 1700 500 0.29
N/S Movements 0.39 0.48
E/W Movements 0.37 0.37
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.82 0.90

LEVEL OF SERVICE (LOS) D D
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 19 Anaheim Boulevard / Cerritos Avenue
Date 12/11/2009

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 130 0.04 * 3400 130 0.04
NBT 3 5100 890 0.17 5100 1,880 0.37 *
NBR 1 1700 590 0.35 * 1700 500 0.29
SBL 2 3400 670 0.20 3400 330 0.10 *
SBT 3 5100 1,700 0.35 * 5100 1,280 0.26
SBR 0 100 70
EBL 1 1700 40 0.02 1700 80 0.05
EBT 1 1700 40 0.07 * 1700 70 0.14 *
EBR 0 80 170
WBL 2 3400 440 0.13 * 3400 680 0.20 *
WBT 0.5 680 50 0.07 540 100 0.19
WBR 1.5 2720 200 0.07 2860 530 0.19
N/S Movements 0.39 0.47
E/W Movements 0.20 0.34
Rt. Turn Component 0.04 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.68 0.86

LEVEL OF SERVICE (LOS) B D
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 23 Haster Street / Gene Autry Way
Date 12/11/2009

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 200 0.12 * 1700 260 0.15
NBT 3 5100 1,070 0.21 5100 1,530 0.30 *
NBR 1 1700 480 0.28 1700 410 0.24
SBL 2 3400 100 0.03 3400 250 0.07 *
SBT 3 5100 930 0.18 * 5100 1,020 0.20
SBR 1 1700 110 0.06 1700 250 0.15
EBL 1 1700 150 0.09 1700 350 0.21 *
EBT 3 5100 1,150 0.27 * 5100 1,000 0.24
EBR 0 230 200
WBL 2 3400 550 0.16 * 3400 740 0.22
WBT 3 5100 540 0.14 5100 1,170 0.25 *
WBR 0 150 110
N/S Movements 0.30 0.37
E/W Movements 0.43 0.46
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.78 0.88

LEVEL OF SERVICE (LOS) C D
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 26 Anaheim Way / Katella Avenue
Date 11/19/2010

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 3400 701 0.21 * 2529 864 0.34
NBT 3 3400 420 0.12 4918 1,680 0.34
NBR 0.5 1700 630 0.37 * 1054 360 0.34
SBL 0 0 0
SBT 0 0 0.00 * 0 0.00
SBR 0 0 0
EBL 2 3400 40 0.01 3400 50 0.01 *
EBT 4 6800 2,682 0.39 * 6800 2,582 0.38
EBR 0 0 0
WBL 0 0 * 0
WBT 4.5 8334 1,921 0.23 7638 2,832 0.37 *
WBR 1.5 1866 430 0.23 2562 950 0.37
N/S Movements 0.21 0.34
E/W Movements 0.39 0.39
Rt. Turn Component 0.16 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.82 0.78

LEVEL OF SERVICE (LOS) D C
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 25 Manchester Avenue / Katella Avenue
Date 12/11/2009

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 1700 130 0.08 * 2488 200 0.08
NBT 0 0 0 0.00 0 0 0.00 *
NBR 1.5 3400 810 0.24 * 2612 210 0.08
SBL 2 3400 430 0.13 3400 520 0.15 *
SBT 2 3400 590 0.17 * 3400 150 0.04
SBR 1 1700 20 0.01 1700 0 0.00
EBL 0 0 0
EBT 3 5100 1,470 0.29 * 5100 1,910 0.37 *
EBR 2 3400 1,300 0.38 * 3400 1,110 0.33
WBL 2 3400 520 0.15 * 3400 770 0.23 *
WBT 3 5100 1,900 0.37 5100 2,440 0.48
WBR 0 0 0
N/S Movements 0.25 0.15
E/W Movements 0.44 0.60
Rt. Turn Component 0.03 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.77 0.80

LEVEL OF SERVICE (LOS) C C
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 26 Anaheim Way / Katella Avenue
Date 12/11/2009

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 3400 700 0.21 * 2521 860 0.34
NBT 3 3400 420 0.12 4924 1,680 0.34
NBR 0.5 1700 630 0.37 * 1055 360 0.34
SBL 0 0 0
SBT 0 0 0.00 * 0 0.00
SBR 0 0 0
EBL 2 3400 40 0.01 3400 50 0.01
EBT 3 5100 2,680 0.53 * 5100 2,580 0.51 *
EBR 0 0 0
WBL 0 0 * 0 *
WBT 3.5 6800 1,920 0.28 6364 2,830 0.44
WBR 1.5 1700 430 0.25 2136 950 0.44
N/S Movements 0.21 0.34
E/W Movements 0.53 0.51
Rt. Turn Component 0.16 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.95 0.90

LEVEL OF SERVICE (LOS) E D
Year 2030 With Project Scenario
Anaheim Resort Specific Plan Traffic Study

AM PEAK HOUR PM PEAK HOUR
Attachment B
ICU Worksheets – TS Conditions

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 5 Disneyland Drive / West Street & Katella Avenue Date 3/5/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 230 0.07 3400 360 0.11
NBT 2 3400 410 0.12 * 3400 500 0.15 *
NBR 1 1700 230 0.14 1700 150 0.09
SBL 2 3400 500 0.15 * 3400 760 0.22 *
SBT 2 3400 270 0.08 3400 430 0.13
SBR 1 1700 330 0.19 * 1700 370 0.22 *
EBL 2 3400 290 0.09 3400 160 0.05 *
EBT 4 6800 3,000 0.47 * 6800 1,080 0.18
EBR 0 210 160
WBL 2 3400 180 0.05 * 3400 130 0.04
WBT 3 5100 920 0.18 5100 2,410 0.47 *
WBR 1 1700 500 0.29 1700 550 0.32
N/S Movements 0.27 0.37
E/W Movements 0.53 0.52
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.84 0.94

LEVEL OF SERVICE (LOS) D E
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 6 Ox Road / Cast Place & Ball Road
Date 3/5/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.33 3400 90 0.03 * 2890 230 0.08 *
NBT 0.34 0 0 0.00 510 10 0.02
NBR 1.33 5829 80 0.01 1700 450 0.26 *
SBL 1.33 2261 40 0.02 2261 40 0.02
SBT 0.67 1139 10 0.03 * 1139 0 0.05 *
SBR 0 20 60
EBL 1 1700 60 0.04 1700 20 0.01 *
EBT 3 5100 2,790 0.55 * 5100 2,030 0.40
EBR 1 1700 270 0.16 1700 160 0.09
WBL 2 3400 370 0.11 * 3400 130 0.04
WBT 3 5100 1,690 0.34 5100 2,340 0.47 *
WBR 0 40 50
Split Phase N/S Movements 0.05 0.13
E/W Movements 0.66 0.48
Rt. Turn Component 0.00 0.15
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.76 0.81

LEVEL OF SERVICE (LOS) C D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 10 Harbor Boulevard & Manchester Avenue
Date 3/5/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 110 0.06 1700 120 0.07
NBT 3 5100 800 0.16 * 5100 1,220 0.25 *
NBR 0 40 40
SBL 1 1700 310 0.18 * 1700 110 0.06 *
SBT 4 6800 910 0.13 6800 960 0.14
SBR 0 0 0
EBL 0 0 0
EBT 0 0 0.00 * 0 0.00 *
EBR 0 0 0
WBL 1 1700 30 0.02 * 1700 50 0.03 *
WBT 0 0 0.00 0 0.00
WBR 2 3400 60 0.02 3400 480 0.14 *
N/S Movements 0.35 0.31
E/W Movements 0.02 0.03
Rt. Turn Component 0.00 0.08
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.41 0.47

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 11 Harbor Boulevard & Disney Way
Date 3/5/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 180 0.05 3400 50 0.01
NBT 3 5100 770 0.23 * 5100 1,750 0.36 *
NBR 0 390 80
SBL 2 3400 380 0.11 * 3400 200 0.06 *
SBT 3 5100 1,240 0.27 5100 1,320 0.27
SBR 0 120 40
EBL 0 0 10 0 40
EBT 2 3400 10 0.01 * 3400 50 0.03 *
EBR 0 0 10 0 10
WBL 2 3400 170 0.05 3400 630 0.19 *
WBT 1 1700 150 0.09 * 1700 80 0.05
WBR 1 1700 130 0.08 1700 400 0.24 *
N/S Movements 0.34 0.42
Split Phase E/W Movements 0.10 0.21
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.49 0.68

LEVEL OF SERVICE (LOS) A B
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 16 Clementine Street & Katella Avenue
Date 3/5/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 50 0.03 1700 120 0.07
NBT 2 3400 70 0.06 * 3400 120 0.16 *
NBR 0 120 430
SBL 1 1700 110 0.06 * 1700 300 0.18 *
SBT 2 3400 160 0.07 3400 140 0.07
SBR 0 70 110
EBL 2 3400 90 0.03 3400 90 0.03 *
EBT 4 6800 2,630 0.40 * 6800 1,940 0.30
EBR 0 120 70
WBL 2 3400 270 0.08 * 3400 160 0.05
WBT 4 6800 1,480 0.23 6800 2,910 0.44 *
WBR 0 60 80
N/S Movements 0.12 0.34
E/W Movements 0.48 0.47
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.65 0.85

LEVEL OF SERVICE (LOS) B D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 19 Anaheim Boulevard & Cerritos Avenue
Date 3/5/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 130 0.08 * 1700 130 0.08
NBT 3 5100 890 0.17 5100 1,880 0.37 *
NBR 1 1700 590 0.35 * 1700 500 0.29
SBL 2 3400 670 0.20 3400 330 0.10 *
SBT 3 5100 1,700 0.35 * 5100 1,280 0.26
SBR 0 100 70
EBL 1 1700 40 0.02 1700 80 0.05
EBT 1 1700 40 0.07 * 1700 70 0.14 *
EBR 0 80 170
WBL 2 3400 440 0.13 * 3400 680 0.20 *
WBT 0.5 850 50 0.06 850 100 0.12
WBR 1.5 2550 200 0.08 2550 530 0.21

N/S Movements 0.43 0.47
E/W Movements 0.20 0.34
Rt. Turn Component 0.04 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.72 0.86

LEVEL OF SERVICE (LOS) C D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 23 Haster Street & Gene Autry Way
Date 3/22/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 200 0.12 * 1700 260 0.15 *
NBT 3 5100 1,070 0.21 5100 1,530 0.30
NBR 1 1700 480 0.28 1700 410 0.24
SBL 2 3400 100 0.03 3400 250 0.07
SBT 3 5100 930 0.20 * 5100 1,020 0.25 *
SBR 0 110 250
EBL 2 3400 150 0.04 3400 350 0.10
EBT 3 5100 1,150 0.27 * 5100 1,000 0.24 *
EBR 0 230 200
WBL 2 3400 550 0.16 * 3400 740 0.22 *
WBT 3 5100 540 0.14 5100 1,170 0.25
WBR 0 150 110
N/S Movements 0.32 0.40
E/W Movements 0.43 0.45
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.80 0.90

LEVEL OF SERVICE (LOS) C D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 25 Manchester Avenue / I-5 Southbound Ramps & Katella Avenue Date 3/5/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 1700 130 0.08 * 2488 200 0.08
NBT 0 0 0 0.00 0 0 0.00 *
NBR 1.5 3400 810 0.24 * 2612 210 0.08
SBL 2 3400 430 0.13 3400 520 0.15 *
SBT 2 3400 590 0.17 * 3400 150 0.04
SBR 1 1700 20 0.01 1700 0 0.00
EBL 0 0 0
EBT 4 6800 1,470 0.22 * 6800 1,910 0.28 *
EBR 2 3400 1,300 0.38 * 3400 1,110 0.33
WBL 2 3400 520 0.15 * 3400 770 0.23 *
WBT 4 6800 1,900 0.28 6800 2,440 0.36
WBR 0 0 0
Split Phase N/S Movements 0.25 0.23
E/W Movements 0.37 0.51
Rt. Turn Component 0.10 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.77 0.79

LEVEL OF SERVICE (LOS) C C
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR
Appendix D
Intersection Capacity Utilization Worksheets
Existing Conditions

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 1 Walnut Street & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 127 0.07 * 1700 109 0.06 *
NBT 1 1700 249 0.15 1700 251 0.15
NBR 1 1700 302 0.18 1700 230 0.14
SBL 1 1700 62 0.04 1700 61 0.04
SBT 1 1700 260 0.15 * 1700 314 0.18 *
SBR 1 1700 117 0.07 1700 94 0.06
EBL 1 1700 76 0.04 1700 49 0.03
EBT 3 5100 926 0.22 * 5100 648 0.14 *
EBR 0 212 91
WBL 1 1700 127 0.07 * 1700 216 0.13 *
WBT 3 5100 526 0.11 5100 938 0.19
WBR 0 34 32
N/S Movements 0.23 0.25
E/W Movements 0.30 0.27
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.58 0.57

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 2 Flore Street / West Place & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 21 0.01 1700 79 0.05
NBT 1 1700 1 0.07 * 1700 0 0.16 *
NBR 0 114 276
SBL 1 1700 34 0.02 * 1700 16 0.01 *
SBT 1 1700 13 0.01 1700 1 0.00
SBR 0 4 2
EBL 1 1700 1 0.00 1700 6 0.00
EBT 3 5100 1,106 0.24 * 5100 883 0.18 *
EBR 0 128 52
WBL 1 1700 344 0.20 * 1700 215 0.13 *
WBT 3 5100 681 0.14 5100 1,122 0.23
WBR 0 14 32
N/S Movements 0.09 0.17
E/W Movements 0.44 0.31
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.58 0.53

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 3 Disneyland Drive & I-5 Southbound Off-ramp Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 0 0 * 0
NBT 2 3400 69 0.02 3400 158 0.05 *
NBR (free) F 0 0
SBL 0 0 0 *
SBT 2 3400 305 0.09 * 3400 131 0.04
SBR 0 0 0
EBL 0 0 0
EBT 0 0 0.00 * 0 0.00 *
EBR 0 0 0
WBL 3 5100 1,051 0.21 * 5100 699 0.14 *
WBT 0 0 0.00 0 0.00
WBR 1 1700 23 0.01 * 1700 48 0.03 *
N/S Movements 0.09 0.05
E/W Movements 0.21 0.14
Rt. Turn Component 0.01 0.03
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.36 0.26

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 4 Disneyland Drive & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 1690 165 0.10 798 147 0.18
NBT 1 3123 305 0.10 3745 690 0.18
NBR 1.5 1987 194 0.10 2258 416 0.18
SBL 1.5 2113 271 0.13 1322 152 0.12
SBT 2.5 4687 460 0.13 5478 513 0.12
SBR 0 141 117
EBL 2 3400 332 0.10 3400 341 0.10 *
EBT 3 5100 796 0.16 * 5100 717 0.14
EBR 1 1700 121 0.07 1700 87 0.05
WBL 2 3400 639 0.19 * 3400 420 0.12
WBT 3 5100 829 0.18 5100 1,150 0.25 *
WBR 0 107 119
Split Phase N/S Movements 0.23 0.30
E/W Movements 0.34 0.35
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.10 0.10
TOTAL CAPACITY UTILIZATION 0.67 0.75

LEVEL OF SERVICE (LOS) B C
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 5 Disneyland Drive / West Street & Katella Avenue Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 207 0.06 3400 229 0.07
NBT 2 3400 324 0.10 * 3400 319 0.09 *
NBR 1 1700 123 0.07 1700 133 0.08
SBL 2 3400 101 0.03 * 3400 214 0.06 *
SBT 2 3400 159 0.05 3400 272 0.08
SBR 1 1700 118 0.07 1700 129 0.08
EBL 2 3400 172 0.05 3400 77 0.02 *
EBT 3 5100 1,083 0.21 * 5100 717 0.14
EBR 1 1700 230 0.14 1700 178 0.10
WBL 2 3400 87 0.03 * 3400 154 0.05
WBT 3 5100 575 0.11 5100 1,221 0.24 *
WBR 1 1700 227 0.13 1700 156 0.09
N/S Movements 0.13 0.16
E/W Movements 0.24 0.26
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.41 0.47

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 6 Ox Road / Cast Place & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.33 3400 101 0.03 * 3400 101 0.03 *
NBT 0.34 0 0 0.00 0 0 0.00
NBR 1.33 30600 186 0.01 1700 154 0.09 *
SBL 1.33 2261 7 0.00 2261 15 0.01
SBT 0.67 1139 0 0.02 * 1139 0 0.02 *
SBR 0 24 21
EBL 1 1700 14 0.01 * 1700 7 0.00 *
EBT 3 5100 1,015 0.20 5100 1,177 0.23
EBR 1 1700 127 0.07 1700 88 0.05
WBL 2 3400 159 0.05 3400 84 0.02
WBT 3 5100 1,426 0.28 * 5100 1,545 0.31 *
WBR 0 24 15
Split Phase N/S Movements 0.05 0.05
E/W Movements 0.29 0.31
Rt. Turn Component 0.00 0.04
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.39 0.44

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 7 Harbor Boulevard & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 773 0.23 * 3400 662 0.19 *
NBT 3 5100 503 0.10 5100 856 0.17
NBR 1 1700 211 0.12 1700 277 0.16
SBL 2 3400 115 0.03 3400 105 0.03
SBT 3 5100 858 0.17 * 5100 660 0.13 *
SBR 1 1700 353 0.21 1700 286 0.17
EBL 2 3400 158 0.05 * 3400 260 0.08 *
EBT 3 5100 613 0.12 5100 724 0.14
EBR 1 1700 377 0.22 1700 385 0.23
WBL 2 3400 140 0.04 3400 179 0.05
WBT 4 6800 895 0.14 * 6800 1,264 0.20 *
WBR 0 61 78
N/S Movements 0.40 0.32
E/W Movements 0.19 0.27
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.63 0.65

LEVEL OF SERVICE (LOS) B B
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 8 Harbor Boulevard & I-5 Northbound Ramps Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 0 0 0
NBT 3 5100 716 0.19 * 5100 1,012 0.29 *
NBR (free) F 251 477
SBL 1 1700 12 0.01 * 1700 15 0.01 *
SBT 4 6800 1,274 0.19 6800 1,246 0.18
SBR 0 0 0
EBL 0 0 0
EBT 0 0 0.00 * 0 0.00 *
EBR 0 0 0
WBL 1.5 1700 120 0.07 * 1700 99 0.06 *
WBT 0 0 0 0.00 0 0 0.00
WBR 1.5 3400 859 0.25 * 3400 859 0.25 *
N/S Movements 0.20 0.30
E/W Movements 0.07 0.06
Rt. Turn Component 0.25 0.24
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.56 0.65

LEVEL OF SERVICE (LOS) A B
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 9 Harbor Boulevard & I-5 Southbound Ramps Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 42 0.02 * 1700 61 0.04 *
NBT 4 6800 752 0.11 6800 1,237 0.18
NBR 0 0 0
SBL 0 0 0
SBT 3 5100 703 0.28 * 5100 686 0.26 *
SBR (free) F 730 640
EBL 2 3400 202 0.06 * 3400 271 0.08 *
EBT 0 0 0.00 0 0.00
EBR (free) F 296 382
WBL 0 0 0
WBT 0 0 0.00 * 0 0.00 *
WBR 0 0 0
N/S Movements 0.31 0.30
E/W Movements 0.06 0.08
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.42 0.43

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 10 Harbor Boulevard & Manchester Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 133 0.08 1700 127 0.07
NBT 3 5100 688 0.15 * 5100 1,004 0.21 *
NBR 0 56 56
SBL 1 1700 176 0.10 * 1700 153 0.09 *
SBT 4 6800 815 0.12 6800 880 0.13
SBR 0 0 0
EBL 0 0 0
EBT 0 0 0.00 * 0 0.00 *
EBR 0 0 0
WBL 1 1700 56 0.03 * 1700 45 0.03 *
WBT 0 0 0.00 0 0.00
WBR 2 3400 136 0.04 3400 264 0.08
N/S Movements 0.25 0.30
E/W Movements 0.03 0.03
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.33 0.37

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 11 Harbor Boulevard & Disney Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 3 0.00 1700 0 0.00
NBT 3 5100 621 0.13 * 5100 868 0.18 *
NBR 0 41 69
SBL 2 3400 111 0.03 * 3400 137 0.04 *
SBT 3 5100 698 0.14 5100 721 0.14
SBR 0 1 1
EBL 0 0 0 0 0
EBT 2 3400 29 0.01 * 3400 20 0.01 *
EBR 0 0 3 0 2
WBL 2 3400 65 0.02 3400 77 0.02 *
WBT 1 1700 30 0.02 1700 21 0.01
WBR 1 1700 123 0.07 * 1700 167 0.10 *
N/S Movements 0.16 0.22
Split Phase E/W Movements 0.03 0.03
Rt. Turn Component 0.02 0.04
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.26 0.34

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 12 Harbor Boulevard & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 93 0.03 * 3400 150 0.04 *
NBT 3 5100 489 0.10 5100 634 0.12
NBR 1 1700 95 0.06 1700 187 0.11
SBL 2 3400 45 0.01 3400 61 0.02
SBT 3 5100 574 0.11 * 5100 624 0.12 *
SBR 1 1700 118 0.07 1700 145 0.09
EBL 2 3400 122 0.04 3400 190 0.06 *
EBT 3 5100 996 0.20 * 5100 921 0.18
EBR 1 1700 85 0.05 1700 177 0.10
WBL 2 3400 207 0.06 * 3400 245 0.07
WBT 3 5100 672 0.13 5100 1,265 0.25 *
WBR 1 1700 78 0.05 1700 88 0.05
N/S Movements 0.14 0.17
E/W Movements 0.26 0.30
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.45 0.52

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 13 Harbor Boulevard & Convention Way / Toy Story Parking Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 101 0.03 3400 74 0.02
NBT 3 5100 575 0.13 * 5100 830 0.17 *
NBR 0 103 42
SBL 2 3400 115 0.03 * 3400 43 0.01 *
SBT 3 5100 510 0.10 5100 772 0.15
SBR 1 1700 156 0.09 1700 117 0.07
EBL 2 3400 66 0.02 * 3400 134 0.04 *
EBT 0.5 850 7 0.01 850 3 0.00
EBR 1.5 2550 62 0.02 2550 149 0.06 *
WBL 1 1700 1 0.00 1700 20 0.01
WBT 0.5 850 0 0.00 * 850 2 0.00 *
WBR 1.5 2550 14 0.01 2550 56 0.02 *
N/S Movements 0.17 0.18
E/W Movements 0.02 0.04
Rt. Turn Component 0.00 0.04
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.24 0.32

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 14 Harbor Boulevard & Orangewood Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 71 0.04 1700 125 0.07
NBT 3 5100 632 0.15 * 5100 749 0.19 *
NBR 0 118 201
SBL 1 1700 70 0.04 * 1700 134 0.08 *
SBT 3 5100 432 0.10 5100 730 0.16
SBR 0 66 72
EBL 1 1700 52 0.03 1700 41 0.02
EBT 2 3400 603 0.19 * 3400 411 0.14 *
EBR 0 47 71
WBL 1 1700 115 0.07 * 1700 188 0.11 *
WBT 2 3400 329 0.13 3400 632 0.22
WBR 0 114 121
N/S Movements 0.19 0.27
E/W Movements 0.26 0.25
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.50 0.57

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 15 Clementine Street & Disney Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 55 0.03 * 1700 38 0.02
NBT 2 3400 77 0.03 3400 65 0.03 *
NBR 0 24 39
SBL 2 3400 48 0.01 3400 135 0.04 *
SBT 2 3400 37 0.02 * 3400 85 0.04
SBR 0 29 34
EBL 1 1700 20 0.01 * 1700 24 0.01
EBT 3 5100 101 0.02 5100 198 0.04 *
EBR 1 1700 61 0.04 1700 67 0.04
WBL 1 1700 82 0.05 1700 122 0.07 *
WBT 3 5100 225 0.08 * 5100 247 0.09
WBR 0 162 202
N/S Movements 0.05 0.07
E/W Movements 0.09 0.11
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.19 0.23

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 16 Clementine Street & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 2 0.00 1700 18 0.01
NBT 1 1700 38 0.02 * 1700 25 0.01 *
NBR 1 1700 6 0.00 1700 28 0.02
SBL 1 1700 48 0.03 * 1700 84 0.05 *
SBT 1 1700 68 0.04 1700 28 0.02
SBR 1 1700 90 0.05 1700 184 0.11 *
EBL 2 3400 95 0.03 3400 87 0.03 *
EBT 3 5100 1,050 0.21 * 5100 1,057 0.21
EBR 1 1700 19 0.01 1700 7 0.00
WBL 2 3400 42 0.01 * 3400 10 0.00
WBT 3 5100 882 0.17 5100 1,478 0.29 *
WBR 1 1700 77 0.05 1700 101 0.06
N/S Movements 0.05 0.06
E/W Movements 0.22 0.32
Rt. Turn Component 0.00 0.03
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.32 0.46

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 17 I-5 Southbound Off-ramp & Disney Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 10 0.01 * 1700 5 0.00 *
NBT 0 0 0.00 0 0.00
NBR 1 1700 27 0.02 * 1700 48 0.03 *
SBL 1.33 3201 214 0.07 3243 235 0.07
SBT 0.34 199 14 0.07 * 157 11 0.07 *
SBR 1.33 1852 130 0.07 1700 123 0.07 *
EBL 0 0 * 0
EBT 3 5100 144 0.03 5100 386 0.08 *
EBR 0 12 10
WBL 1 1700 16 0.01 1700 12 0.01 *
WBT 3 5100 322 0.06 * 5100 374 0.07
WBR 0 0 0
Split Phase N/S Movements 0.09 0.10
E/W Movements 0.06 0.08
Rt. Turn Component 0.00 0.02
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.20 0.25

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 18 Anaheim Boulevard & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 76 0.02 * 3400 157 0.05 *
NBT 3 5100 369 0.07 5100 813 0.16
NBR 1 1700 154 0.09 1700 95 0.06
SBL 2 3400 147 0.04 3400 99 0.03
SBT 3 5100 635 0.15 * 5100 684 0.16 *
SBR 0 119 131
EBL 2 3400 93 0.03 3400 131 0.04 *
EBT 3 5100 767 0.17 * 5100 797 0.17
EBR 0 90 84
WBL 2 3400 133 0.04 * 3400 134 0.04
WBT 3 5100 850 0.17 5100 1,134 0.22 *
WBR 1 1700 67 0.04 1700 129 0.08
N/S Movements 0.17 0.21
E/W Movements 0.21 0.26
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.43 0.52

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 19 Anaheim Boulevard & Cerritos Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 11 0.01 * 1700 1 0.00
NBT 3 5100 571 0.11 5100 952 0.19 *
NBR 1 1700 280 0.16 1700 249 0.15
SBL 2 3400 117 0.03 3400 85 0.03 *
SBT 3 5100 829 0.16 * 5100 907 0.18
SBR 0 8 9
EBL 1 1700 4 0.00 1700 11 0.01
EBT 1 1700 9 0.01 * 1700 9 0.02 *
EBR 0 4 24
WBL 1 1700 165 0.10 * 1700 445 0.26 *
WBT 1 1700 14 0.01 1700 2 0.00
WBR 1 1700 61 0.04 1700 127 0.07 *

N/S Movements 0.17 0.21
E/W Movements 0.10 0.28
Rt. Turn Component 0.00 0.05
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.33 0.59

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 20 Anaheim Boulevard & I-5 Northbound Ramps Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 221 0.07 * 3400 238 0.07 *
NBT 3 5100 583 0.11 5100 639 0.13
NBR 0 0 0
SBL 0 0 0
SBT 3 5100 917 0.18 * 5100 1,071 0.21 *
SBR 1 1700 110 0.06 1700 308 0.18
EBL 0 0 0
EBT 0 0 0.00 0 0.00
EBR 0 0 0
WBL 0.5 1032 17 0.02 363 66 0.18
WBT 1 668 11 0.02 1456 265 0.18
WBR 1.5 3400 344 0.10 * 3281 597 0.18
N/S Movements 0.24 0.28
E/W Movements 0.02 0.18
Rt. Turn Component 0.08 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.40 0.51

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 21 Anaheim Boulevard & Disney Way / I-5 Ramps / Manchester Avenue Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 40 0.02 1700 33 0.02
NBT 3 5100 580 0.11 * 5100 639 0.13 *
NBR 0 6 16
SBL 2 3400 459 0.14 * 3400 488 0.14 *
SBT 3 5100 393 0.09 5100 584 0.13
SBR 0 78 78
EBL 2 3400 210 0.06 * 3400 236 0.07 *
EBT 4 6800 114 0.03 6800 249 0.06
EBR 0 71 167
WBL 0 0 0
WBT 3 5100 230 0.05 * 5100 301 0.06 *
WBR 0 1 3
N/S Movements 0.25 0.27
E/W Movements 0.11 0.13
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.41 0.45

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 22 Anaheim Boulevard / Haster Street & Katella Avenue Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 119 0.04 3400 177 0.05 *
NBT 3 5100 518 0.10 * 5100 625 0.12
NBR 1 1700 115 0.07 1700 121 0.07
SBL 2 3400 59 0.02 * 3400 76 0.02
SBT 3 5100 314 0.06 5100 567 0.11 *
SBR 1 1700 129 0.08 1700 132 0.08
EBL 2 3400 122 0.04 * 3400 140 0.04 *
EBT 4 6800 936 0.15 6800 957 0.16
EBR 0 67 125
WBL 2 3400 64 0.02 3400 137 0.04
WBT 3 5100 742 0.15 * 5100 1,260 0.25 *
WBR 1 1700 27 0.02 1700 67 0.04
N/S Movements 0.12 0.16
E/W Movements 0.18 0.29
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.35 0.50

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 23 Haster Street & Gene Autry Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 4 0.00 1700 4 0.00
NBT 2 3400 613 0.18 * 3400 752 0.22 *
NBR 2 3400 219 0.06 3400 83 0.02
SBL 1 1700 32 0.02 * 1700 31 0.02 *
SBT 3 5100 393 0.08 5100 703 0.14
SBR 0 3 10
EBL 0 11 1
EBT 1 1700 0 0.01 * 1700 1 0.01 *
EBR 0 6 8
WBL 2 3400 83 0.02 * 3400 212 0.06 *
WBT 0 0 0.00 0 0.00
WBR 2 3400 44 0.01 3400 143 0.04 *
N/S Movements 0.20 0.24
Split Phase E/W Movements 0.03 0.07
Rt. Turn Component 0.00 0.02
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.28 0.38

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 24 Haster Street & Orangewood Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 36 0.02 1700 48 0.03 *
NBT 2 3400 444 0.16 * 3400 555 0.19
NBR 0 89 102
SBL 1 1700 60 0.04 * 1700 61 0.04
SBT 2 3400 325 0.13 3400 588 0.22 *
SBR 0 101 169
EBL 1 1700 182 0.11 1700 169 0.10 *
EBT 2 3400 663 0.21 * 3400 493 0.16
EBR 0 43 55
WBL 1 1700 71 0.04 * 1700 144 0.08
WBT 2 3400 315 0.11 3400 792 0.26 *
WBR 0 55 106
N/S Movements 0.19 0.25
E/W Movements 0.25 0.36
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.49 0.66

LEVEL OF SERVICE (LOS) A B
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 25 Manchester Avenue / I-5 Southbound Ramps & Katella Avenue Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 1700 12 0.01 * 381 31 0.08 *
NBT 0 0 0 0.00 0 0 0.00
NBR 1.5 3400 434 0.13 * 3400 384 0.11 *
SBL 2 3400 54 0.02 3400 93 0.03
SBT 2 3400 43 0.01 * 3400 75 0.02 *
SBR 1 1700 7 0.00 1700 10 0.01
EBL 0 0 0
EBT 3 5100 695 0.14 * 5100 670 0.13 *
EBR 1 1700 473 0.28 * 1700 515 0.30 *
WBL 2 3400 184 0.05 * 3400 286 0.08 *
WBT 4 6800 868 0.13 6800 1,408 0.21
WBR 0 0 0
Split Phase N/S Movements 0.02 0.11
E/W Movements 0.19 0.22
Rt. Turn Component 0.20 0.09
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.46 0.46

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 26 Anaheim Way & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 3327 449 0.13 * 3205 606 0.19
NBT 3 3473 427 0.12 4596 869 0.19
NBR 0.5 1700 271 0.16 * 698 132 0.19
SBL 0 0 0
SBT 0 0 0.00 * 0 0.00
SBR 0 0 0
EBL 2 3400 49 0.01 3400 44 0.01 *
EBT 4 6800 1,069 0.16 * 6800 1,057 0.16
EBR 0 0 0
WBL 0 0 * 0
WBT 3.5 6800 810 0.12 6800 1,478 0.22 *
WBR 1.5 1700 101 0.06 1700 135 0.08
N/S Movements 0.13 0.19
E/W Movements 0.16 0.23
Rt. Turn Component 0.02 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.37 0.47

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 27 I-5 HOV Ramps & Gene Autry Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 34 0.02 * 1700 168 0.10 *
NBT 0 0 0.00 0 0.00
NBR 1 1700 13 0.01 1700 31 0.02 *
SBL 2 3400 37 0.01 3400 53 0.02
SBT 0 0 0.00 * 0 0.00 *
SBR 1 1700 9 0.01 1700 13 0.01
EBL 1 1700 15 0.01 1700 14 0.01 *
EBT 3 3473 158 0.07 * 4571 95 0.02
EBR 0 1627 74 0.05 529 11 0.02
WBL 2 3400 28 0.01 * 3400 14 0.00
WBT 3 3789 78 0.03 4337 182 0.05 *
WBR 0 1311 27 0.02 763 32 0.04
Split Phase N/S Movements 0.03 0.11
E/W Movements 0.08 0.06
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.16 0.22

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 28 Walnut Street & Cerritos Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 0 106 * 140 *
NBT 2 3400 310 0.12 3400 309 0.13
NBR 0 0 0
SBL 0 0 0
SBT 2 3400 403 0.19 * 3400 333 0.17 *
SBR 0 237 251
EBL 1 1700 407 0.24 * 1700 263 0.15 *
EBT 0 0 0.00 0 0.00
EBR 1 1700 157 0.09 * 1700 94 0.06 *
WBL 0 0 0
WBT 0 0 0.00 * 0 0.00 *
WBR 0 0 0
Split Phase N/S Movements 0.31 0.30
E/W Movements 0.24 0.15
Rt. Turn Component 0.09 0.06
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.69 0.56

LEVEL OF SERVICE (LOS) B A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 29 Walnut Street & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 0 2 7
NBT 1 1700 3 0.00 * 1700 9 0.01 *
NBR 0 0 3
SBL 1.5 3383 387 0.11 * 3241 224 0.07 *
SBT 0.5 17 2 0.11 159 11 0.07
SBR 1 1700 187 0.11 1700 157 0.09
EBL 1 1700 137 0.08 1700 144 0.08 *
EBT 3 5100 1,121 0.22 * 5100 726 0.14
EBR 0 6 7
WBL 1 1700 21 0.01 * 1700 39 0.02
WBT 3 5100 486 0.14 5100 1,117 0.28 *
WBR 0 211 297
N/S Movements 0.12 0.08
E/W Movements 0.23 0.36
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.40 0.49

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 30 Euclid Street & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 137 0.04 3400 228 0.07 *
NBT 3 5100 803 0.20 * 5100 1,000 0.22
NBR 0 200 137
SBL 2 3400 132 0.04 * 3400 138 0.04
SBT 3 5100 703 0.17 5100 1,007 0.23 *
SBR 0 161 168
EBL 2 3400 173 0.05 3400 176 0.05 *
EBT 2 3400 698 0.21 * 3400 513 0.15
EBR 1 1700 124 0.07 1700 102 0.06
WBL 2 3400 227 0.07 * 3400 206 0.06
WBT 2 3400 529 0.16 3400 761 0.22 *
WBR 1 1700 82 0.05 1700 125 0.07
N/S Movements 0.24 0.30
E/W Movements 0.27 0.28
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.56 0.62

LEVEL OF SERVICE (LOS) A B
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 31 Euclid Street & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 135 0.04 * 3400 173 0.05
NBT 3 5100 636 0.12 5100 920 0.18 *
NBR 1 1700 127 0.07 1700 83 0.05
SBL 2 3400 201 0.06 3400 177 0.05 *
SBT 3 5100 751 0.15 * 5100 799 0.16
SBR 1 1700 102 0.06 1700 122 0.07
EBL 2 3400 164 0.05 3400 224 0.07 *
EBT 3 5100 928 0.21 * 5100 692 0.16
EBR 0 150 126
WBL 2 3400 144 0.04 * 3400 246 0.07
WBT 3 5100 435 0.09 5100 929 0.18 *
WBR 1 1700 183 0.11 1700 245 0.14
N/S Movements 0.19 0.23
E/W Movements 0.25 0.25
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.49 0.53

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 32 Harbor Boulevard & Vermont Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 49 0.03 * 1700 119 0.07 *
NBT 2 3400 461 0.14 3400 859 0.25
NBR 1 1700 55 0.03 1700 160 0.09
SBL 1 1700 62 0.04 1700 50 0.03
SBT 2 3400 1,155 0.34 * 3400 821 0.25 *
SBR 0 13 27
EBL 1 1700 22 0.01 1700 21 0.01
EBT 1 1700 63 0.10 * 1700 43 0.08 *
EBR 0 109 87
WBL 1 1700 129 0.08 * 1700 137 0.08 *
WBT 1 1700 90 0.08 1700 84 0.07
WBR 0 44 37
N/S Movements 0.37 0.32
E/W Movements 0.18 0.16
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.60 0.53

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Existing Conditions

AM PEAK HOUR PM PEAK HOUR
Future without Project Conditions

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 1 Walnut Street & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 110 0.06 1700 290 0.17 *
NBT 2 3400 150 0.17 * 3400 340 0.20
NBR 0 420 330
SBL 1 1700 140 0.08 * 1700 70 0.04
SBT 2 3400 230 0.09 3400 270 0.10 *
SBR 0 60 80
EBL 1 1700 70 0.04 1700 50 0.03
EBT 3 5100 1,400 0.30 * 5100 720 0.16 *
EBR 0 130 100
WBL 1 1700 220 0.13 * 1700 400 0.24 *
WBT 3 5100 660 0.14 5100 1,200 0.24
WBR 0 50 30
N/S Movements 0.25 0.27
E/W Movements 0.43 0.40
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.73 0.72

LEVEL OF SERVICE (LOS) C C
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 2 Flore Street / West Place & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 20 0.01 1700 40 0.02
NBT 1 1700 0 0.05 * 1700 0 0.11 *
NBR 0 90 180
SBL 1 1700 50 0.03 * 1700 20 0.01 *
SBT 1 1700 10 0.01 1700 0 0.00
SBR 0 10 0
EBL 1 1700 10 0.01 1700 20 0.01 *
EBT 3 5100 1,850 0.38 * 5100 1,160 0.24
EBR 0 70 40
WBL 1 1700 230 0.14 * 1700 160 0.09
WBT 3 5100 750 0.15 5100 1,690 0.34 *
WBR 0 20 50
N/S Movements 0.08 0.12
E/W Movements 0.51 0.35
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.64 0.52

LEVEL OF SERVICE (LOS) B A
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 3 Disneyland Drive & I-5 Southbound Off-ramp Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 0 0 * 0
NBT 2 3400 130 0.04 3400 910 0.27 *
NBR (free) 50 85000 0 0.00 85000 0 0.00
SBL 0 0 0 *
SBT 2 3400 1,080 0.32 * 3400 460 0.14
SBR 0 0 0
EBL 0 0 0
EBT 0 0 0.00 * 0 0.00 *
EBR 0 0 0
WBL 3 5100 930 0.18 * 5100 720 0.14 *
WBT 0 0 0.00 0 0.00
WBR 1 1700 10 0.01 * 1700 50 0.03 *
N/S Movements 0.32 0.27
E/W Movements 0.18 0.14
Rt. Turn Component 0.01 0.03
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.56 0.49

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 4 Disneyland Drive & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 1259 150 0.12 1013 210 0.21
NBT 1 2770 330 0.12 2942 610 0.21
NBR 1.5 2770 330 0.12 2845 590 0.21
SBL 1.5 2902 670 0.23 2202 340 0.15
SBT 2.5 3898 770 0.23 4598 540 0.15
SBR 0 130 170
EBL 2 3400 320 0.09 3400 230 0.07 *
EBT 3 5100 1,330 0.26 * 5100 1,030 0.20
EBR 1 1700 140 0.08 1700 130 0.08
WBL 2 3400 550 0.16 * 3400 470 0.14
WBT 3 5100 830 0.18 5100 1,500 0.39 *
WBR 0 70 490
Split Phase N/S Movements 0.35 0.36
E/W Movements 0.42 0.46
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.10 0.10
TOTAL CAPACITY UTILIZATION 0.87 0.92

LEVEL OF SERVICE (LOS) D E
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 5 Disneyland Drive / West Street & Katella Avenue Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 230 0.07 3400 360 0.11
NBT 2 3400 410 0.12 * 3400 500 0.15 *
NBR 1 1700 230 0.14 1700 150 0.09
SBL 2 3400 500 0.15 * 3400 760 0.22 *
SBT 2 3400 270 0.08 3400 430 0.13
SBR 1 1700 330 0.19 * 1700 370 0.22 *
EBL 2 3400 290 0.09 3400 160 0.05 *
EBT 4 6800 3,000 0.47 * 6800 1,080 0.18
EBR 0 210 160
WBL 2 3400 180 0.05 * 3400 130 0.04
WBT 3 5100 920 0.18 5100 2,410 0.47 *
WBR 1 1700 500 0.29 1700 550 0.32
N/S Movements 0.27 0.37
E/W Movements 0.53 0.52
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.84 0.94

LEVEL OF SERVICE (LOS) D E
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 6 Ox Road / Cast Place & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.33 2700 90 0.03 * 1700 230 0.14 *
NBT 0.34 0 0 0.00 74 10 0.14
NBR 1.33 2400 80 0.03 3326 450 0.14
SBL 1.33 2261 40 0.02 2261 40 0.02
SBT 0.67 1139 10 0.03 * 1139 0 0.05 *
SBR 0 20 60
EBL 1 1700 60 0.04 1700 20 0.01 *
EBT 3 5100 2,790 0.55 * 5100 2,030 0.40
EBR 1 1700 270 0.16 1700 160 0.09
WBL 2 3400 370 0.11 * 3400 130 0.04
WBT 3 5100 1,690 0.34 5100 2,340 0.47 *
WBR 0 40 50
Split Phase N/S Movements 0.06 0.19
E/W Movements 0.66 0.48
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.77 0.72

LEVEL OF SERVICE (LOS) C C
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 7 Harbor Boulevard & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 670 0.20 * 3400 790 0.23 *
NBT 3 5100 830 0.16 5100 2,020 0.40
NBR 1 1700 300 0.18 1700 340 0.20
SBL 2 3400 200 0.06 3400 230 0.07
SBT 3 5100 2,210 0.43 * 5100 1,230 0.24 *
SBR 1 1700 450 0.26 1700 330 0.19
EBL 2 3400 420 0.12 3400 640 0.19 *
EBT 3 5100 1,680 0.33 * 5100 1,300 0.25
EBR 1 1700 880 0.52 1700 580 0.34
WBL 2 3400 290 0.09 * 3400 270 0.08
WBT 4 6800 1,170 0.20 6800 1,530 0.25 *
WBR 0 180 140
N/S Movements 0.63 0.47
E/W Movements 0.41 0.43
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 1.10 0.96

LEVEL OF SERVICE (LOS) F E
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 8 Harbor Boulevard & I-5 Northbound Ramps Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 0 0 * 0
NBT 3 5100 930 0.18 5100 2,090 0.41 *
NBR (free) 50 85000 200 0.00 85000 680 0.01
SBL 1 1700 90 0.05 1700 60 0.04 *
SBT 4 6800 3,270 0.48 * 6800 1,930 0.28
SBR 0 0 0
EBL 0 0 0
EBT 0 0 0.00 * 0 0.00 *
EBR 0 0 0
WBL 1.5 1700 70 0.04 * 1700 100 0.06 *
WBT 0 0 0 0.00 0 0 0.00
WBR 1.5 3400 750 0.22 * 3400 910 0.27 *
N/S Movements 0.48 0.45
E/W Movements 0.04 0.06
Rt. Turn Component 0.17 0.23
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.74 0.79

LEVEL OF SERVICE (LOS) C C
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 9 Harbor Boulevard & I-5 Southbound Ramps Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 70 0.04 * 1700 100 0.06
NBT 4 6800 820 0.12 6800 2,550 0.38 *
NBR 0 0 0
SBL 0 0 0 *
SBT 3 5100 2,110 0.41 * 5100 1,250 0.25
SBR (free) 50 85000 1,190 0.01 85000 920 0.01
EBL 2 3400 350 0.10 * 3400 290 0.09 *
EBT 0 0 0.00 0 0.00
EBR (free) 50 85000 350 0.00 85000 410 0.00
WBL 0 0 0
WBT 0 0 0.00 * 0 0.00 *
WBR 0 0 0
N/S Movements 0.45 0.38
E/W Movements 0.10 0.09
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.61 0.51

LEVEL OF SERVICE (LOS) B A
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 10 Harbor Boulevard & Manchester Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 110 0.06 1700 120 0.07
NBT 3 5100 800 0.16 * 5100 1,220 0.25 *
NBR 0 40 40
SBL 1 1700 310 0.18 * 1700 110 0.06 *
SBT 4 6800 910 0.13 6800 960 0.14
SBR 0 0 0
EBL 0 0 0
EBT 0 0 0.00 * 0 0.00 *
EBR 0 0 0
WBL 1 1700 30 0.02 * 1700 50 0.03 *
WBT 0 0 0.00 0 0.00
WBR 2 3400 60 0.02 3400 480 0.14 *
N/S Movements 0.35 0.31
E/W Movements 0.02 0.03
Rt. Turn Component 0.00 0.08
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.41 0.47

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 11 Harbor Boulevard & Disney Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 180 0.05 3400 50 0.01
NBT 3 5100 770 0.23 * 5100 1,750 0.36 *
NBR 0 390 80
SBL 2 3400 380 0.11 * 3400 200 0.06 *
SBT 3 5100 1,240 0.27 5100 1,320 0.27
SBR 0 120 40
EBL 0 0 10 0 40
EBT 2 3400 10 0.01 * 3400 50 0.03 *
EBR 0 0 10 0 10
WBL 2 3400 170 0.05 3400 630 0.19 *
WBT 1 1700 150 0.09 * 1700 80 0.05
WBR 1 1700 130 0.08 1700 400 0.24 *
N/S Movements 0.34 0.42
Split Phase E/W Movements 0.10 0.21
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.49 0.68

LEVEL OF SERVICE (LOS) A B
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 12 Harbor Boulevard & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 320 0.09 * 3400 631 0.19 *
NBT 3 5100 660 0.13 5100 1,090 0.21
NBR 1 1700 161 0.09 1700 230 0.14
SBL 2 3400 160 0.05 3400 200 0.06
SBT 3 5100 891 0.17 * 5100 727 0.14 *
SBR 1 1700 212 0.12 1700 590 0.35 *
EBL 2 3400 477 0.14 3400 515 0.15 *
EBT 4 6800 2,605 0.40 * 6800 1,734 0.28
EBR 0 101 170
WBL 2 3400 299 0.09 * 3400 409 0.12
WBT 4 6800 1,207 0.19 6800 2,338 0.37 *
WBR 0 80 170
N/S Movements 0.27 0.33
E/W Movements 0.49 0.52
Rt. Turn Component 0.00 0.05
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.80 0.95

LEVEL OF SERVICE (LOS) C E
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 13 Harbor Boulevard & Convention Way / Toy Story Parking Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 179 0.05 * 3400 121 0.04
NBT 3 5100 990 0.19 5100 1,270 0.25 *
NBR 1 1700 597 0.35 * 1700 350 0.21
SBL 2 3400 185 0.05 3400 160 0.05 *
SBT 3 5100 1,030 0.20 * 5100 1,240 0.24
SBR 1 1700 196 0.12 1700 115 0.07
EBL 1 1700 141 0.08 1700 190 0.11
EBT 2 3400 483 0.14 * 3400 633 0.19 *
EBR 1 1700 115 0.07 1700 104 0.06
WBL 2 3400 220 0.06 * 3400 480 0.14 *
WBT 2 3400 368 0.11 3400 313 0.09
WBR 1 1700 270 0.16 1700 470 0.28 *
N/S Movements 0.25 0.30
E/W Movements 0.21 0.33
Rt. Turn Component 0.09 0.14
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.60 0.81

LEVEL OF SERVICE (LOS) A D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 14 Harbor Boulevard & Orangewood Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 80 0.05 1700 250 0.15 *
NBT 3 5100 1,190 0.26 * 5100 1,580 0.35
NBR 0 140 190
SBL 1 1700 60 0.04 * 1700 100 0.06
SBT 3 5100 1,030 0.22 5100 1,400 0.33 *
SBR 0 80 290
EBL 1 1700 300 0.18 1700 130 0.08 *
EBT 2 3400 1,090 0.39 * 3400 450 0.16
EBR 0 220 110
WBL 1 1700 200 0.12 * 1700 330 0.19
WBT 2 3400 300 0.09 3400 1,000 0.29 *
WBR 1 1700 120 0.07 1700 100 0.06
N/S Movements 0.30 0.48
E/W Movements 0.50 0.37
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.85 0.90

LEVEL OF SERVICE (LOS) D D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 15 Clementine Street & Disney Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 70 0.02 3400 80 0.02
NBT 2 3400 60 0.03 * 3400 130 0.05 *
NBR 0 30 50
SBL 2 3400 560 0.16 * 3400 620 0.18 *
SBT 2 3400 80 0.04 3400 110 0.12
SBR 0 70 310
EBL 1 1700 220 0.13 * 1700 90 0.05 *
EBT 3 5100 370 0.07 5100 150 0.03
EBR 1 1700 60 0.04 1700 70 0.04
WBL 1 1700 140 0.08 1700 130 0.08
WBT 3 5100 490 0.20 * 5100 580 0.23 *
WBR 0 520 610
N/S Movements 0.19 0.24
E/W Movements 0.33 0.29
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.57 0.57

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 16 Clementine Street & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 50 0.03 1700 120 0.07
NBT 2 3400 70 0.06 * 3400 120 0.16 *
NBR 0 120 430
SBL 1 1700 110 0.06 * 1700 300 0.18 *
SBT 2 3400 160 0.07 3400 140 0.07
SBR 0 70 110
EBL 2 3400 90 0.03 3400 90 0.03 *
EBT 4 6800 2,630 0.40 * 6800 1,940 0.30
EBR 0 120 70
WBL 2 3400 270 0.08 * 3400 160 0.05
WBT 4 6800 1,480 0.23 6800 2,910 0.44 *
WBR 0 60 80
N/S Movements 0.12 0.34
E/W Movements 0.48 0.47
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.65 0.85

LEVEL OF SERVICE (LOS) B D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 17 I-5 Southbound Off-ramp & Disney Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 20 0.01 1700 20 0.01 *
NBT 0 0 0.00 * 0 0.00
NBR 1 1700 40 0.02 1700 130 0.08 *
SBL 1.33 3330 570 0.17 * 3260 450 0.14
SBT 0.34 70 10 0.14 140 20 0.14 *
SBR 1.33 1700 150 0.09 1700 120 0.07
EBL 0 0 0 *
EBT 3 5100 930 0.18 * 5100 670 0.13
EBR 0 10 10
WBL 1 1700 150 0.09 * 1700 90 0.05
WBT 3 5100 830 0.16 5100 1,250 0.25 *
WBR 0 0 0
Split Phase N/S Movements 0.19 0.22
E/W Movements 0.27 0.25
Rt. Turn Component 0.00 0.01
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.52 0.53

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 18 Anaheim Boulevard & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 200 0.06 * 3400 300 0.09
NBT 3 5100 510 0.10 5100 1,800 0.35 *
NBR 1 1700 210 0.12 1700 160 0.09
SBL 2 3400 520 0.15 3400 430 0.13 *
SBT 3 5100 1,710 0.34 * 5100 880 0.17
SBR 1 1700 330 0.19 1700 140 0.08
EBL 2 3400 170 0.05 3400 240 0.07 *
EBT 3 5100 1,640 0.32 * 5100 920 0.18
EBR 1 1700 330 0.19 1700 300 0.18
WBL 2 3400 180 0.05 * 3400 180 0.05
WBT 3 5100 1,010 0.20 5100 1,550 0.30 *
WBR 1 1700 180 0.11 1700 500 0.29
N/S Movements 0.39 0.48
E/W Movements 0.37 0.37
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.82 0.90

LEVEL OF SERVICE (LOS) D D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 19 Anaheim Boulevard & Cerritos Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 130 0.08 * 1700 130 0.08
NBT 3 5100 890 0.17 5100 1,880 0.37 *
NBR 1 1700 590 0.35 * 1700 500 0.29
SBL 2 3400 670 0.20 3400 330 0.10 *
SBT 3 5100 1,700 0.35 * 5100 1,280 0.26
SBR 0 100 70
EBL 1 1700 40 0.02 1700 80 0.05
EBT 1 1700 40 0.07 * 1700 70 0.14 *
EBR 0 80 170
WBL 2 3400 440 0.13 * 3400 680 0.20 *
WBT 0.5 850 50 0.06 850 100 0.12
WBR 1.5 2550 200 0.08 2550 530 0.21

N/S Movements 0.43 0.47
E/W Movements 0.20 0.34
Rt. Turn Component 0.04 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.72 0.86

LEVEL OF SERVICE (LOS) C D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 20 Anaheim Boulevard & I-5 Northbound Ramps Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 260 0.08 * 3400 250 0.07 *
NBT 3 5100 1,220 0.24 5100 1,770 0.35
NBR 0 0 0
SBL 0 0 0
SBT 4 6800 2,070 0.30 * 6800 2,080 0.31 *
SBR 1 1700 160 0.09 1700 380 0.22
EBL 0 0 0
EBT 0 0 0.00 0 0.00
EBR 0 0 0
WBL 0.5 1020 30 0.03 191 80 0.42
WBT 1 680 20 0.03 1573 660 0.42
WBR 1.5 3400 420 0.12 * 3336 1,400 0.42
N/S Movements 0.38 0.38
E/W Movements 0.03 0.42
Rt. Turn Component 0.09 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.55 0.85

LEVEL OF SERVICE (LOS) A D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 21 Anaheim Boulevard & Disney Way / I-5 Ramps / Manchester Avenue Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 70 0.04 1700 260 0.15 *
NBT 3 5100 1,040 0.21 * 5100 1,540 0.30
NBR 0 10 10
SBL 2 3400 550 0.16 * 3400 560 0.16
SBT 3 5100 1,300 0.30 5100 1,400 0.32 *
SBR 0 210 230
EBL 2 3400 520 0.15 * 3400 550 0.16 *
EBT 4 6800 1,040 0.16 6800 680 0.13
EBR 0 30 180
WBL 0 0 0
WBT 3 5100 670 0.13 * 5100 840 0.16 *
WBR 0 10 0
N/S Movements 0.37 0.47
E/W Movements 0.29 0.33
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.71 0.85

LEVEL OF SERVICE (LOS) C D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 22 Anaheim Boulevard / Haster Street & Katella Avenue Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 250 0.07 3400 340 0.10
NBT 3 5100 740 0.15 * 5100 1,160 0.23 *
NBR 1 1700 260 0.15 1700 360 0.21
SBL 2 3400 520 0.15 * 3400 430 0.13 *
SBT 3 5100 530 0.10 5100 540 0.11
SBR 1 1700 330 0.19 * 1700 300 0.18
EBL 2 3400 270 0.08 3400 490 0.14 *
EBT 4 6800 2,560 0.39 * 6800 2,040 0.32
EBR 0 60 150
WBL 2 3400 560 0.16 * 3400 580 0.17
WBT 4 6800 1,220 0.19 6800 2,390 0.37 *
WBR 0 100 120
N/S Movements 0.30 0.35
E/W Movements 0.55 0.51
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.90 0.92

LEVEL OF SERVICE (LOS) D E
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 23 Haster Street & Gene Autry Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 200 0.12 * 1700 260 0.15 *
NBT 3 5100 1,070 0.21 5100 1,530 0.30
NBR 1 1700 480 0.28 1700 410 0.24
SBL 2 3400 100 0.03 3400 250 0.07
SBT 3 5100 930 0.20 * 5100 1,020 0.25 *
SBR 0 110 250
EBL 2 3400 150 0.04 3400 350 0.10
EBT 3 5100 1,150 0.27 * 5100 1,000 0.24 *
EBR 0 230 200
WBL 2 3400 550 0.16 * 3400 740 0.22 *
WBT 3 5100 540 0.14 5100 1,170 0.25
WBR 0 150 110
N/S Movements 0.32 0.40
E/W Movements 0.43 0.45
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.80 0.90

LEVEL OF SERVICE (LOS) C D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 24 Haster Street & Orangewood Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 90 0.05 1700 260 0.15
NBT 3 5100 1,440 0.30 * 5100 1,830 0.38 *
NBR 0 90 100
SBL 1 1700 180 0.11 * 1700 220 0.13 *
SBT 3 5100 1,270 0.25 5100 1,650 0.32
SBR 1 1700 220 0.13 1700 120 0.07
EBL 2 3400 140 0.04 3400 130 0.04 *
EBT 2 3400 900 0.30 * 3400 410 0.16
EBR 0 110 120
WBL 2 3400 110 0.03 * 3400 190 0.06
WBT 2 3400 250 0.07 3400 790 0.23 *
WBR 1 1700 200 0.12 1700 370 0.22
N/S Movements 0.41 0.51
E/W Movements 0.33 0.27
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.79 0.83

LEVEL OF SERVICE (LOS) C D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 25 Manchester Avenue / I-5 Southbound Ramps & Katella Avenue Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 1700 130 0.08 * 2488 200 0.08
NBT 0 0 0 0.00 0 0 0.00 *
NBR 1.5 3400 810 0.24 * 2612 210 0.08
SBL 2 3400 430 0.13 3400 520 0.15 *
SBT 2 3400 590 0.17 * 3400 150 0.04
SBR 1 1700 20 0.01 1700 0 0.00
EBL 0 0 0
EBT 4 6800 1,470 0.22 * 6800 1,910 0.28 *
EBR 2 3400 1,300 0.38 * 3400 1,110 0.33
WBL 2 3400 520 0.15 * 3400 770 0.23 *
WBT 4 6800 1,900 0.28 6800 2,440 0.36
WBR 0 0 0
Split Phase N/S Movements 0.25 0.23
E/W Movements 0.37 0.51
Rt. Turn Component 0.10 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.77 0.79

LEVEL OF SERVICE (LOS) C C
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 26 Anaheim Way & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 3400 700 0.21 * 2521 860 0.34
NBT 3 3400 420 0.12 4924 1,680 0.34
NBR 0.5 1700 630 0.37 * 1055 360 0.34
SBL 0 0 0
SBT 0 0 0.00 * 0 0.00
SBR 0 0 0
EBL 2 3400 40 0.01 3400 50 0.01 *
EBT 4 6800 2,680 0.39 * 6800 2,580 0.38
EBR 0 0 0
WBL 0 0 * 0
WBT 4.5 8334 1,920 0.23 7637 2,830 0.37 *
WBR 1.5 1866 430 0.23 2563 950 0.37
N/S Movements 0.21 0.34
E/W Movements 0.39 0.39
Rt. Turn Component 0.16 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.81 0.78

LEVEL OF SERVICE (LOS) D C
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 27 I-5 HOV Ramps & Gene Autry Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 30 0.02 1700 50 0.03
NBT 0 0 0.00 * 0 0.00 *
NBR 2 3400 80 0.02 3400 110 0.03
SBL 2 3400 730 0.21 * 3400 400 0.12 *
SBT 0 0 0.00 0 0.00
SBR 1 1700 70 0.04 * 1700 50 0.03
EBL 1 1700 30 0.02 1700 200 0.12 *
EBT 2.5 4426 920 0.21 * 4054 620 0.15
EBR 0.5 674 140 0.21 1046 160 0.15
WBL 1 1700 100 0.06 * 1700 170 0.10
WBT 2.5 3696 500 0.14 3549 1,670 0.47 *
WBR 0.5 1404 190 0.14 1551 730 0.47
Split Phase N/S Movements 0.23 0.15
E/W Movements 0.27 0.59
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.55 0.79

LEVEL OF SERVICE (LOS) A C
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 28 Walnut Street & Cerritos Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 0 110 * 470
NBT 2 3400 290 0.12 3400 320 0.23 *
NBR 0 0 0
SBL 0 0 0 *
SBT 2 3400 410 0.20 * 3400 380 0.20
SBR 0 260 310
EBL 1 1700 390 0.23 * 1700 310 0.18 *
EBT 0 0 0.00 0 0.00
EBR 1 1700 440 0.26 * 1700 110 0.06 *
WBL 0 0 0
WBT 0 0 0.00 * 0 0.00 *
WBR 0 0 0
Split Phase N/S Movements 0.31 0.44
E/W Movements 0.23 0.18
Rt. Turn Component 0.26 0.06
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.85 0.73

LEVEL OF SERVICE (LOS) D C
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 29 Walnut Street & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 0 10 10
NBT 1 1700 10 0.01 * 1700 0 0.01 *
NBR 0 0 0
SBL 1.5 3365 950 0.28 * 3279 270 0.08 *
SBT 0.5 35 10 0.28 121 10 0.08
SBR 1 1700 180 0.11 1700 260 0.15
EBL 1 1700 250 0.15 1700 200 0.12 *
EBT 3 5100 2,700 0.53 * 5100 1,200 0.24
EBR 0 0 10
WBL 1 1700 30 0.02 * 1700 50 0.03
WBT 3 5100 770 0.20 5100 2,290 0.62 *
WBR 0 230 870
N/S Movements 0.29 0.09
E/W Movements 0.55 0.74
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.89 0.88

LEVEL OF SERVICE (LOS) D D
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 30 Euclid Street & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 150 0.04 3400 150 0.04
NBT 3 5100 1,320 0.30 * 5100 1,700 0.35 *
NBR 0 210 100
SBL 2 3400 240 0.07 * 3400 410 0.12 *
SBT 3 5100 1,250 0.27 5100 1,490 0.35
SBR 0 130 300
EBL 2 3400 230 0.07 3400 240 0.07 *
EBT 3 5100 960 0.22 * 5100 770 0.20
EBR 0 160 270
WBL 2 3400 360 0.11 * 3400 100 0.03
WBT 3 5100 660 0.15 5100 930 0.21 *
WBR 0 80 130
N/S Movements 0.37 0.47
E/W Movements 0.33 0.28
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.75 0.80

LEVEL OF SERVICE (LOS) C C
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 31 Euclid Street & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 120 0.04 * 3400 240 0.07
NBT 3 5100 890 0.17 5100 1,450 0.28 *
NBR 1 1700 250 0.15 1700 140 0.08
SBL 2 3400 370 0.11 3400 290 0.09 *
SBT 3 5100 1,450 0.28 * 5100 1,110 0.22
SBR 1 1700 250 0.15 1700 90 0.05
EBL 2 3400 220 0.06 3400 320 0.09 *
EBT 3 5100 2,020 0.43 * 5100 820 0.21
EBR 0 170 240
WBL 2 3400 250 0.07 * 3400 240 0.07
WBT 3 5100 550 0.11 5100 2,160 0.42 *
WBR 1 1700 180 0.11 1700 370 0.22
N/S Movements 0.32 0.37
E/W Movements 0.50 0.52
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.87 0.94

LEVEL OF SERVICE (LOS) D E
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 32 Harbor Boulevard & Vermont Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 80 0.05 * 1700 130 0.08
NBT 3 5100 740 0.17 5100 2,430 0.50 *
NBR 0 140 140
SBL 1 1700 100 0.06 1700 60 0.04 *
SBT 3 5100 2,070 0.41 * 5100 890 0.18
SBR 0 30 30
EBL 1 1700 20 0.01 1700 20 0.01
EBT 1 1700 120 0.16 * 1700 50 0.09 *
EBR 0 150 100
WBL 1 1700 140 0.08 * 1700 180 0.11 *
WBT 1 1700 70 0.06 1700 100 0.09
WBR 0 40 60
N/S Movements 0.46 0.54
E/W Movements 0.24 0.19
Rt. Turn Component 0.00 0.00
Yellow Clearance 0.05 0.05
TOTAL CAPACITY UTILIZATION 0.75 0.78

LEVEL OF SERVICE (LOS) C C
DisneylandForward Project
Future without Project Conditions

AM PEAK HOUR PM PEAK HOUR
Future with Project Conditions

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 1 Walnut Street & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 110 0.065 1700 290 0.171 *
NBT 2 3400 150 0.168 * 3400 340 0.197
NBR 0 420 330
SBL 1 1700 140 0.082 * 1700 70 0.041
SBT 2 3400 230 0.085 3400 270 0.103 *
SBR 0 60 80
EBL 1 1700 70 0.041 1700 50 0.029
EBT 3 5100 1,426 0.305 * 5100 725 0.162 *
EBR 0 130 100
WBL 1 1700 220 0.129 * 1700 400 0.235 *
WBT 3 5100 663 0.140 5100 1,207 0.243
WBR 0 50 30
N/S Movements 0.250 0.274
E/W Movements 0.435 0.397
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.735 0.721

LEVEL OF SERVICE (LOS) C C
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 2 Flore Street / West Place & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 21 0.012 1700 42 0.025
NBT 1 1700 0 0.074 * 1700 0 0.165 *
NBR 0 126 280
SBL 1 1700 50 0.029 * 1700 20 0.012 *
SBT 1 1700 10 0.012 1700 0 0.000
SBR 0 10 0
EBL 1 1700 10 0.006 1700 20 0.012 *
EBT 3 5100 1,874 0.381 * 5100 1,163 0.236
EBR 0 71 42
WBL 1 1700 247 0.145 * 1700 182 0.107
WBT 3 5100 752 0.151 5100 1,694 0.342 *
WBR 0 20 50
N/S Movements 0.104 0.176
E/W Movements 0.527 0.354
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.680 0.580

LEVEL OF SERVICE (LOS) B A
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 3 Disneyland Drive & I-5 Southbound Off-ramp Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 0 0 * 0
NBT 2 3400 123 0.036 3400 890 0.262 *
NBR (free) 50 85000 0 0.000 85000 0 0.000
SBL 0 0 0 *
SBT 2 3400 1,066 0.314 * 3400 441 0.130
SBR 0 0 0
EBL 0 0 0
EBT 0 0 0.000 * 0 0.000 *
EBR 0 0 0
WBL 3 5100 799 0.157 * 5100 550 0.108 *
WBT 0 0 0.000 0 0.000
WBR 1 1700 10 0.006 * 1700 50 0.029 *
N/S Movements 0.314 0.262
E/W Movements 0.157 0.108
Rt. Turn Component 0.006 0.029
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.526 0.449

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 4 Disneyland Drive & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 1641 147 0.090 1580 200 0.127
NBT 1 2021 181 0.090 * 1611 204 0.127
NBR 1.5 3138 281 0.090 3609 457 0.127
SBL 1.5 3355 703 0.210 * 3029 384 0.127
SBT 2.5 3445 592 0.210 3771 308 0.127
SBR 0 130 170
EBL 2 3400 329 0.097 3400 256 0.075 *
EBT 3 5100 1,390 0.273 * 5100 1,117 0.219
EBR 1 1700 132 0.078 1700 121 0.071
WBL 2 3400 419 0.123 * 3400 299 0.088
WBT 3 5100 851 0.184 5100 1,537 0.406 *
WBR 0 87 536
Split Phase N/S Movements 0.299 0.253
E/W Movements 0.396 0.482
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.100 0.100
TOTAL CAPACITY UTILIZATION 0.795 0.835

LEVEL OF SERVICE (LOS) C D
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 5 Disneyland Drive / West Street & Katella Avenue Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 230 0.068 3400 360 0.106
NBT 2 3400 403 0.119 * 3400 490 0.144 *
NBR 1 1700 230 0.135 1700 150 0.088
SBL 2 3400 471 0.139 * 3400 680 0.200 *
SBT 2 3400 266 0.078 3400 420 0.124
SBR 1 1700 323 0.190 * 1700 350 0.206 *
EBL 2 3400 276 0.081 3400 141 0.041 *
EBT 4 6800 3,014 0.474 * 6800 1,098 0.185
EBR 0 210 160
WBL 2 3400 180 0.053 * 3400 130 0.038
WBT 3 5100 927 0.182 5100 2,429 0.476 *
WBR 1 1700 419 0.246 1700 444 0.261
N/S Movements 0.257 0.344
E/W Movements 0.527 0.518
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.834 0.912

LEVEL OF SERVICE (LOS) D E
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 6 Ox Road / Cast Place & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.33 2336 109 0.047 * 1644 282 0.172 *
NBT 0.34 0 0 0.000 58 10 0.172
NBR 1.33 2764 129 0.047 3398 583 0.172
SBL 1.33 2261 40 0.018 2261 40 0.018
SBT 0.67 1139 10 0.026 * 1139 0 0.053 *
SBR 0 20 60
EBL 1 1700 60 0.035 1700 20 0.012
EBT 3 5100 2,797 0.548 * 5100 1,978 0.388 *
EBR 1 1700 307 0.181 1700 209 0.123
WBL 2 3400 466 0.137 * 3400 255 0.075 *
WBT 3 5100 1,578 0.317 5100 2,201 0.441
WBR 0 40 50
Split Phase N/S Movements 0.073 0.224
E/W Movements 0.685 0.463
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.808 0.737

LEVEL OF SERVICE (LOS) D C
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 7 Harbor Boulevard & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 666 0.196 * 3400 786 0.231
NBT 3 5100 1,165 0.228 5100 2,152 0.422 *
NBR 1 1700 372 0.219 1700 365 0.215
SBL 2 3400 230 0.068 3400 240 0.071 *
SBT 3 5100 2,254 0.442 * 5100 1,326 0.260
SBR 1 1700 445 0.262 1700 324 0.191
EBL 2 3400 418 0.123 3400 633 0.186 *
EBT 3 5100 1,704 0.334 * 5100 1,293 0.254
EBR 1 1700 915 0.538 * 1700 675 0.397
WBL 2 3400 290 0.085 * 3400 270 0.079
WBT 4 6800 1,195 0.203 6800 1,612 0.259 *
WBR 0 185 152
N/S Movements 0.638 0.493
E/W Movements 0.419 0.446
Rt. Turn Component 0.008 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 1.115 0.988

LEVEL OF SERVICE (LOS) F E
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 8 Harbor Boulevard & I-5 Northbound Ramps Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 0 0 * 0
NBT 3 5100 1,261 0.247 5100 2,263 0.444 *
NBR (free) 50 85000 481 0.006 85000 985 0.012
SBL 1 1700 106 0.062 1700 103 0.061 *
SBT 4 6800 3,333 0.490 * 6800 2,078 0.306
SBR 0 0 0
EBL 0 0 0
EBT 0 0 0.000 * 0 0.000 *
EBR 0 0 0
WBL 1.5 1700 70 0.041 * 1700 100 0.059 *
WBT 0 0 0 0.000 0 0 0.000
WBR 1.5 3400 822 0.242 * 3400 889 0.261 *
N/S Movements 0.490 0.504
E/W Movements 0.041 0.059
Rt. Turn Component 0.179 0.201
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.761 0.814

LEVEL OF SERVICE (LOS) C D
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 9 Harbor Boulevard & I-5 Southbound Ramps Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 70 0.041 * 1700 100 0.059
NBT 4 6800 1,192 0.175 6800 2,916 0.429 *
NBR 0 0 0
SBL 0 0 0 *
SBT 3 5100 2,141 0.420 * 5100 1,315 0.258
SBR (free) 50 85000 1,221 0.014 85000 1,003 0.012
EBL 2 3400 590 0.174 * 3400 402 0.118 *
EBT 0 0 0.000 0 0.000
EBR (free) 50 85000 410 0.005 85000 488 0.006
WBL 0 0 0
WBT 0 0 0.000 * 0 0.000 *
WBR 0 0 0
N/S Movements 0.461 0.429
E/W Movements 0.174 0.118
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.685 0.597

LEVEL OF SERVICE (LOS) B A
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 10 Harbor Boulevard & Manchester Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 110 0.065 1700 120 0.071
NBT 3 5100 1,161 0.235 * 5100 1,555 0.313 *
NBR 0 40 40
SBL 1 1700 332 0.195 * 1700 138 0.081 *
SBT 4 6800 980 0.144 6800 1,075 0.158
SBR 0 0 0
EBL 0 0 0
EBT 0 0 0.000 * 0 0.000 *
EBR 0 0 0
WBL 1 1700 30 0.018 * 1700 50 0.029 *
WBT 0 0 0.000 0 0.000
WBR 2 3400 71 0.021 3400 510 0.150 *
N/S Movements 0.431 0.394
E/W Movements 0.018 0.029
Rt. Turn Component 0.000 0.069
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.498 0.542

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 11 Harbor Boulevard & Disney Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 180 0.053 3400 50 0.015
NBT 3 5100 1,068 0.290 * 5100 1,983 0.405 *
NBR 0 411 80
SBL 2 3400 440 0.129 * 3400 271 0.080 *
SBT 3 5100 1,250 0.269 5100 1,364 0.275
SBR 0 120 40
EBL 0 0 10 0 40
EBT 2 3400 10 0.009 * 3400 50 0.029 *
EBR 0 0 10 0 10
WBL 2 3400 286 0.084 3400 795 0.234 *
WBT 1 1700 150 0.088 1700 80 0.047
WBR 1 1700 193 0.114 * 1700 501 0.295 *
N/S Movements 0.419 0.484
Split Phase E/W Movements 0.097 0.263
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.566 0.797

LEVEL OF SERVICE (LOS) A C
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 12 Harbor Boulevard & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 278 0.082 * 3400 548 0.161 *
NBT 3 5100 905 0.177 5100 1,181 0.232
NBR 1 1700 354 0.208 1700 536 0.315
SBL 2 3400 211 0.062 3400 294 0.086
SBT 3 5100 966 0.189 * 5100 841 0.165 *
SBR 1 1700 212 0.125 1700 590 0.347 *
EBL 2 3400 477 0.140 3400 515 0.151 *
EBT 4 6800 2,625 0.396 * 6800 1,700 0.271
EBR 0 66 142
WBL 2 3400 476 0.140 * 3400 817 0.240
WBT 4 6800 1,189 0.197 6800 2,356 0.393 *
WBR 0 153 313
N/S Movements 0.271 0.326
E/W Movements 0.536 0.544
Rt. Turn Component 0.000 0.031
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.857 0.951

LEVEL OF SERVICE (LOS) D E
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 13 Harbor Boulevard & Convention Way / Toy Story Parking Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 244 0.072 * 3400 199 0.059 *
NBT 3 5100 1,369 0.268 5100 1,548 0.304
NBR 1 1700 379 0.223 1700 216 0.127
SBL 2 3400 69 0.020 3400 46 0.014
SBT 3 5100 1,190 0.233 * 5100 1,700 0.333 *
SBR 1 1700 369 0.217 1700 262 0.154
EBL 2 3400 357 0.105 * 3400 531 0.156
EBT 0.5 1611 181 0.112 1576 184 0.117 *
EBR 1.5 1789 201 0.112 1824 213 0.117
WBL 1 1700 100 0.059 1700 314 0.185 *
WBT 0.5 1700 116 0.068 * 961 65 0.068
WBR 1.5 1700 71 0.042 2439 165 0.068
N/S Movements 0.305 0.392
E/W Movements 0.173 0.301
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.528 0.743

LEVEL OF SERVICE (LOS) A C
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 14 Harbor Boulevard & Orangewood Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 80 0.047 1700 250 0.147 *
NBT 3 5100 1,313 0.282 * 5100 1,635 0.361
NBR 0 125 205
SBL 1 1700 177 0.104 * 1700 216 0.127
SBT 3 5100 1,039 0.219 5100 1,548 0.387 *
SBR 0 80 428
EBL 1 1700 245 0.144 1700 131 0.077 *
EBT 2 3400 1,145 0.401 * 3400 449 0.164
EBR 0 220 110
WBL 1 1700 206 0.121 * 1700 224 0.132
WBT 2 3400 300 0.088 3400 862 0.254 *
WBR 1 1700 277 0.163 1700 266 0.156
N/S Movements 0.386 0.535
E/W Movements 0.523 0.331
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.959 0.915

LEVEL OF SERVICE (LOS) E E
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 15 Clementine Street & Disney Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 59 0.017 3400 110 0.032
NBT 2 3400 71 0.032 * 3400 160 0.069 *
NBR 0 38 73
SBL 2 3400 560 0.165 * 3400 620 0.182 *
SBT 2 3400 102 0.051 3400 138 0.132
SBR 0 70 310
EBL 1 1700 220 0.129 * 1700 90 0.053 *
EBT 3 5100 429 0.084 5100 209 0.041
EBR 1 1700 82 0.048 1700 82 0.048
WBL 1 1700 162 0.095 1700 158 0.093
WBT 3 5100 680 0.235 * 5100 816 0.280 *
WBR 0 520 610
N/S Movements 0.197 0.251
E/W Movements 0.365 0.333
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.611 0.633

LEVEL OF SERVICE (LOS) B B
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 16 Clementine Street & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 39 0.023 1700 176 0.104
NBT 2 3400 65 0.060 * 3400 181 0.191 *
NBR 0 140 470
SBL 1 1700 110 0.065 * 1700 329 0.194 *
SBT 2 3400 225 0.087 3400 180 0.085
SBR 0 70 110
EBL 2 3400 90 0.026 3400 112 0.033 *
EBT 4 6800 2,837 0.443 * 6800 2,209 0.346
EBR 0 177 145
WBL 2 3400 298 0.088 * 3400 155 0.046
WBT 4 6800 1,723 0.264 6800 3,422 0.515 *
WBR 0 74 80
N/S Movements 0.125 0.385
E/W Movements 0.531 0.548
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.706 0.983

LEVEL OF SERVICE (LOS) C E
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 17 I-5 Southbound Off-ramp & Disney Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 20 0.012 * 1700 20 0.012 *
NBT 0 0 0.000 0 0.000
NBR 1 1700 40 0.024 1700 130 0.076 *
SBL 1.33 3342 597 0.179 3272 486 0.149
SBT 0.34 58 10 0.173 * 128 20 0.156 *
SBR 1.33 1700 274 0.161 1858 290 0.156
EBL 0 0 0 *
EBT 3 5100 997 0.197 * 5100 752 0.149
EBR 0 10 10
WBL 1 1700 150 0.088 * 1700 90 0.053
WBT 3 5100 917 0.180 5100 1,344 0.264 *
WBR 0 0 0
Split Phase N/S Movements 0.202 0.233
E/W Movements 0.286 0.264
Rt. Turn Component 0.000 0.012
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.538 0.558

LEVEL OF SERVICE (LOS) A A
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 18 Anaheim Boulevard & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 248 0.073 * 3400 316 0.093
NBT 3 5100 510 0.100 5100 1,800 0.353 *
NBR 1 1700 218 0.128 1700 183 0.108
SBL 2 3400 520 0.153 3400 430 0.126 *
SBT 3 5100 1,710 0.335 * 5100 880 0.173
SBR 1 1700 330 0.194 1700 140 0.082
EBL 2 3400 170 0.050 3400 240 0.071 *
EBT 3 5100 1,648 0.323 * 5100 940 0.184
EBR 1 1700 338 0.199 1700 320 0.188
WBL 2 3400 196 0.058 * 3400 201 0.059
WBT 3 5100 1,087 0.213 5100 1,565 0.307 *
WBR 1 1700 180 0.106 1700 500 0.294
N/S Movements 0.408 0.479
E/W Movements 0.381 0.377
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.839 0.907

LEVEL OF SERVICE (LOS) D E
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 19 Anaheim Boulevard & Cerritos Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 130 0.076 * 1700 130 0.076
NBT 3 5100 946 0.185 5100 1,919 0.376 *
NBR 1 1700 590 0.347 * 1700 500 0.294
SBL 2 3400 670 0.197 3400 330 0.097 *
SBT 3 5100 1,724 0.358 * 5100 1,321 0.273
SBR 0 100 70
EBL 1 1700 40 0.024 1700 80 0.047
EBT 1 1700 40 0.071 * 1700 70 0.141 *
EBR 0 80 170
WBL 2 3400 440 0.129 * 3400 680 0.200 *
WBT 0.5 850 50 0.059 850 100 0.118
WBR 1.5 2550 200 0.078 2550 530 0.208

N/S Movements 0.434 0.473
E/W Movements 0.200 0.341
Rt. Turn Component 0.032 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.716 0.865

LEVEL OF SERVICE (LOS) C D
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 20 Anaheim Boulevard & I-5 Northbound Ramps Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 352 0.104 * 3400 309 0.091 *
NBT 3 5100 1,228 0.241 5100 1,793 0.352
NBR 0 0 0
SBL 0 0 0
SBT 4 6800 2,094 0.308 * 6800 2,121 0.312 *
SBR 1 1700 160 0.094 1700 380 0.224
EBL 0 0 0
EBT 0 0 0.000 0 0.000
EBR 0 0 0
WBL 0.5 1020 30 0.029 189 80 0.423
WBT 1 680 20 0.029 1561 660 0.423
WBR 1.5 3400 468 0.138 * 3350 1,416 0.423
N/S Movements 0.411 0.403
E/W Movements 0.029 0.423
Rt. Turn Component 0.108 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.599 0.876

LEVEL OF SERVICE (LOS) A D
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 21 Anaheim Boulevard & Disney Way / I-5 Ramps / Manchester Avenue Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 107 0.063 1700 297 0.175 *
NBT 3 5100 1,111 0.220 * 5100 1,599 0.315
NBR 0 10 10
SBL 2 3400 558 0.164 * 3400 580 0.171
SBT 3 5100 1,302 0.299 5100 1,398 0.324 *
SBR 0 224 253
EBL 2 3400 549 0.161 * 3400 573 0.169 *
EBT 4 6800 1,054 0.167 6800 732 0.140
EBR 0 81 223
WBL 0 0 0
WBT 3 5100 706 0.140 * 5100 875 0.172 *
WBR 0 10 0
N/S Movements 0.384 0.498
E/W Movements 0.307 0.340
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.741 0.889

LEVEL OF SERVICE (LOS) C D
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 22 Anaheim Boulevard / Haster Street & Katella Avenue Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 349 0.103 3400 464 0.136
NBT 3 5100 864 0.169 * 5100 1,260 0.247 *
NBR 1 1700 287 0.169 1700 328 0.193
SBL 2 3400 520 0.153 * 3400 430 0.126 *
SBT 3 5100 570 0.112 5100 533 0.105
SBR 1 1700 344 0.202 * 1700 349 0.205
EBL 2 3400 254 0.075 3400 485 0.143 *
EBT 4 6800 2,731 0.421 * 6800 2,304 0.373
EBR 0 131 229
WBL 2 3400 518 0.152 * 3400 555 0.163
WBT 4 6800 1,393 0.220 6800 2,724 0.418 *
WBR 0 100 120
N/S Movements 0.322 0.374
E/W Movements 0.573 0.561
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.946 0.984

LEVEL OF SERVICE (LOS) E E
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 23 Haster Street & Gene Autry Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 4 0.002 1700 4 0.002
NBT 3 5100 1,358 0.266 * 5100 1,808 0.355 *
NBR 1 1700 751 0.442 * 1700 568 0.334
SBL 2 3400 371 0.109 * 3400 615 0.181 *
SBT 3 5100 1,058 0.208 5100 1,277 0.252
SBR 0 3 10
EBL 0 11 1
EBT 1 1700 0 0.010 * 1700 1 0.006 *
EBR 0 6 8
WBL 3 5100 604 0.118 * 5100 1,012 0.198 *
WBT 0 0 0.000 0 0.000
WBR 2 3400 418 0.123 * 3400 573 0.169
N/S Movements 0.375 0.535
Split Phase E/W Movements 0.128 0.204
Rt. Turn Component 0.071 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.625 0.790

LEVEL OF SERVICE (LOS) B C
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 24 Haster Street & Orangewood Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 150 0.088 1700 338 0.199
NBT 3 5100 1,380 0.288 * 5100 1,752 0.363 *
NBR 0 90 100
SBL 1 1700 154 0.091 * 1700 252 0.148 *
SBT 3 5100 1,170 0.229 5100 1,576 0.309
SBR 1 1700 274 0.161 1700 484 0.285
EBL 2 3400 588 0.173 3400 458 0.135 *
EBT 2 3400 1,020 0.355 * 3400 423 0.180
EBR 0 186 188
WBL 2 3400 110 0.032 * 3400 190 0.056
WBT 2 3400 223 0.066 3400 808 0.238 *
WBR 1 1700 171 0.101 1700 296 0.174
N/S Movements 0.379 0.511
E/W Movements 0.387 0.372
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.816 0.934

LEVEL OF SERVICE (LOS) D E
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 25 Manchester Avenue / I-5 Southbound Ramps & Katella Avenue Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 1700 195 0.115 * 3416 426 0.125 *
NBT 0 0 0 0.000 0 0 0.000
NBR 1.5 3400 810 0.238 * 1684 210 0.125
SBL 2 3400 430 0.126 3400 520 0.153
SBT 2 3400 598 0.176 * 3400 170 0.050 *
SBR 1 1700 20 0.012 1700 0 0.000
EBL 0 0 0
EBT 4 6800 1,571 0.231 * 6800 2,003 0.295 *
EBR 2 3400 1,398 0.411 * 3400 1,249 0.367
WBL 2 3400 520 0.153 * 3400 770 0.226 *
WBT 4 6800 1,965 0.289 6800 2,524 0.371
WBR 0 0 0
Split Phase N/S Movements 0.291 0.278
E/W Movements 0.384 0.521
Rt. Turn Component 0.065 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.790 0.849

LEVEL OF SERVICE (LOS) C D
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 26 Anaheim Way & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.5 3400 758 0.223 * 2632 935 0.355
NBT 3 3400 488 0.144 4854 1,724 0.355
NBR 0.5 1700 630 0.371 * 1014 360 0.355
SBL 0 0 0
SBT 0 0 0.000 * 0 0.000
SBR 0 0 0
EBL 2 3400 40 0.012 3400 50 0.015 *
EBT 4 6800 2,705 0.398 * 6800 2,596 0.382
EBR 0 0 0
WBL 0 0 * 0
WBT 4.5 8284 1,928 0.233 7629 2,839 0.372 *
WBR 1.5 1916 446 0.233 2571 957 0.372
N/S Movements 0.223 0.355
E/W Movements 0.398 0.387
Rt. Turn Component 0.148 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.818 0.792

LEVEL OF SERVICE (LOS) D C
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 27 I-5 HOV Ramps & Gene Autry Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 0 0.000 1700 9 0.005
NBT 0 0 0.000 * 0 0.000 *
NBR 2 3400 80 0.024 3400 110 0.032
SBL 2 3400 730 0.215 * 3400 400 0.118 *
SBT 0 0 0.000 0 0.000
SBR 1 1700 50 0.029 1700 50 0.029
EBL 1 1700 50 0.029 1700 50 0.029 *
EBT 2.5 5009 830 0.166 * 4833 562 0.116
EBR 0.5 91 15 0.166 267 31 0.116
WBL 1 1700 100 0.059 * 1700 170 0.100
WBT 2.5 3696 500 0.135 3549 1,670 0.471 *
WBR 0.5 1404 190 0.135 1551 730 0.471
Split Phase N/S Movements 0.215 0.123
E/W Movements 0.225 0.500
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.489 0.673

LEVEL OF SERVICE (LOS) A B
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 28 Walnut Street & Cerritos Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 0 110 * 470
NBT 2 3400 290 0.118 3400 320 0.232 *
NBR 0 0 0
SBL 0 0 0 *
SBT 2 3400 410 0.197 * 3400 380 0.203
SBR 0 260 310
EBL 1 1700 390 0.229 * 1700 310 0.182 *
EBT 0 0 0.000 0 0.000
EBR 1 1700 440 0.259 * 1700 110 0.065 *
WBL 0 0 0
WBT 0 0 0.000 * 0 0.000 *
WBR 0 0 0
Split Phase N/S Movements 0.315 0.435
E/W Movements 0.229 0.182
Rt. Turn Component 0.259 0.065
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.853 0.732

LEVEL OF SERVICE (LOS) D C
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 29 Walnut Street & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 0 10 10
NBT 1 1700 10 0.012 * 1700 0 0.006 *
NBR 0 0 0
SBL 1.5 3365 950 0.282 * 3279 270 0.082 *
SBT 0.5 35 10 0.282 121 10 0.082
SBR 1 1700 180 0.106 1700 260 0.153
EBL 1 1700 250 0.147 1700 200 0.118 *
EBT 3 5100 2,699 0.529 * 5100 1,199 0.237
EBR 0 0 10
WBL 1 1700 30 0.018 * 1700 50 0.029
WBT 3 5100 770 0.196 5100 2,289 0.619 *
WBR 0 230 870
N/S Movements 0.294 0.088
E/W Movements 0.547 0.737
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.891 0.875

LEVEL OF SERVICE (LOS) D D
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 30 Euclid Street & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 150 0.044 3400 150 0.044
NBT 3 5100 1,320 0.300 * 5100 1,700 0.353 *
NBR 0 210 100
SBL 2 3400 240 0.071 * 3400 410 0.121 *
SBT 3 5100 1,250 0.271 5100 1,490 0.351
SBR 0 130 300
EBL 2 3400 230 0.068 3400 240 0.071 *
EBT 3 5100 986 0.225 * 5100 775 0.205
EBR 0 160 270
WBL 2 3400 360 0.106 * 3400 100 0.029
WBT 3 5100 663 0.146 5100 937 0.209 *
WBR 0 80 130
N/S Movements 0.371 0.474
E/W Movements 0.331 0.280
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.751 0.803

LEVEL OF SERVICE (LOS) C C
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 31 Euclid Street & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 120 0.035 * 3400 240 0.071
NBT 3 5100 890 0.175 5100 1,450 0.284 *
NBR 1 1700 250 0.147 1700 140 0.082
SBL 2 3400 370 0.109 3400 290 0.085 *
SBT 3 5100 1,450 0.284 * 5100 1,110 0.218
SBR 1 1700 250 0.147 1700 90 0.053
EBL 2 3400 220 0.065 3400 320 0.094 *
EBT 3 5100 2,019 0.429 * 5100 819 0.208
EBR 0 170 240
WBL 2 3400 250 0.074 * 3400 240 0.071
WBT 3 5100 550 0.108 5100 2,159 0.423 *
WBR 1 1700 180 0.106 1700 370 0.218
N/S Movements 0.320 0.370
E/W Movements 0.503 0.517
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.872 0.937

LEVEL OF SERVICE (LOS) D E
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 32 Harbor Boulevard & Vermont Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1 1700 80 0.047 * 1700 130 0.076
NBT 3 5100 749 0.174 5100 2,455 0.509 *
NBR 0 140 140
SBL 1 1700 100 0.059 1700 60 0.035 *
SBT 3 5100 2,109 0.419 * 5100 912 0.185
SBR 0 30 30
EBL 1 1700 20 0.012 1700 20 0.012
EBT 1 1700 120 0.159 * 1700 50 0.088 *
EBR 0 150 100
WBL 1 1700 140 0.082 * 1700 180 0.106 *
WBT 1 1700 70 0.065 1700 100 0.094
WBR 0 40 60
N/S Movements 0.466 0.544
E/W Movements 0.241 0.194
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.758 0.788

LEVEL OF SERVICE (LOS) C C
DisneylandForward Project
Future with Project Conditions

AM PEAK HOUR PM PEAK HOUR
Future with Project Conditions
with Considered and Recommended Modifications

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 6 Ox Road / Cast Place & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 1.33 2336 109 0.047 * 1644 282 0.172 *
NBT 0.34 0 0 0.000 58 10 0.172
NBR 1.33 2764 129 0.047 3398 583 0.172
SBL 1.33 2261 40 0.018 2261 40 0.018
SBT 0.67 1139 10 0.026 * 1139 0 0.053 *
SBR 0 20 60
EBL 1 1700 60 0.035 1700 20 0.012 *
EBT 4 6800 2,797 0.456 * 6800 1,978 0.322
EBR 0 307 209
WBL 2 3400 466 0.137 * 3400 255 0.075
WBT 3 5100 1,578 0.317 5100 2,201 0.441 *
WBR 0 40 50
Split Phase N/S Movements 0.073 0.224
E/W Movements 0.594 0.453
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.717 0.727

LEVEL OF SERVICE (LOS) C C
DisneylandForward Project
Future with Project Conditions with CONSIDERED Modifications

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 7 Harbor Boulevard & Ball Road
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 666 0.196 * 3400 786 0.231 *
NBT 4 6800 1,165 0.171 6800 2,152 0.316
NBR 1 1700 372 0.219 1700 365 0.215
SBL 2 3400 230 0.068 3400 240 0.071
SBT 4 6800 2,254 0.331 * 6800 1,326 0.195 *
SBR 1 1700 445 0.262 1700 324 0.191
EBL 2 3400 418 0.123 3400 633 0.186 *
EBT 4 6800 1,704 0.251 * 6800 1,293 0.190
EBR 2 3400 915 0.269 3400 675 0.199
WBL 2 3400 290 0.085 * 3400 270 0.079
WBT 4 6800 1,195 0.203 6800 1,612 0.259 *
WBR 0 185 152
N/S Movements 0.527 0.426
E/W Movements 0.336 0.446
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.913 0.922

LEVEL OF SERVICE (LOS) E E
DisneylandForward Project
Future with Project Conditions with CONSIDERED Modifications

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 11 Harbor Boulevard & Disney Way
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 2 3400 180 0.053 3400 50 0.015
NBT 3 5100 1,068 0.290 * 5100 1,983 0.405 *
NBR 0 411 80
SBL 2 3400 440 0.129 * 3400 271 0.080 *
SBT 3 5100 1,250 0.269 5100 1,364 0.275
SBR 0 120 40
EBL 0 0 10 0 40
EBT 2 3400 10 0.009 * 3400 50 0.029 *
EBR 0 0 10 0 10
WBL 3 5100 286 0.056 5100 795 0.156 *
WBT 0.5 850 150 0.176 * 850 80 0.094
WBR 1.5 2550 193 0.076 2550 501 0.196 *
N/S Movements 0.419 0.484
Split Phase E/W Movements 0.185 0.185
Rt. Turn Component 0.000 0.000
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.655 0.720

LEVEL OF SERVICE (LOS) B C
DisneylandForward Project
Future with Project Conditions with RECOMMENDED Modifications

AM PEAK HOUR PM PEAK HOUR

INTERSECTION CAPACITY UTILIZATION

CALCULATION WORKSHEET
PROJECT:

ANALYSIS CONDITION:

INTERSECTION: 12 Harbor Boulevard & Katella Avenue
Date 7/28/2023

MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C
NBL 3 5100 278 0.055 * 5100 548 0.107
NBT 3 5100 905 0.177 5100 1,181 0.232 *
NBR 1 1700 354 0.208 1700 536 0.315
SBL 2 3400 211 0.062 3400 294 0.086 *
SBT 3 5100 966 0.189 * 5100 841 0.165
SBR 1 1700 212 0.125 1700 590 0.347 *
EBL 2 3400 477 0.140 3400 515 0.151 *
EBT 4 6800 2,625 0.386 * 6800 1,700 0.250
EBR 1 1700 66 0.039 1700 142 0.084
WBL 2 3400 476 0.140 * 3400 817 0.240
WBT 4 6800 1,189 0.175 6800 2,356 0.346 *
WBR 1 1700 153 0.090 1700 313 0.184
N/S Movements 0.244 0.318
E/W Movements 0.526 0.498
Rt. Turn Component 0.000 0.031
Yellow Clearance 0.050 0.050
TOTAL CAPACITY UTILIZATION 0.820 0.897