HomeMy WebLinkAboutPC2025-003 - SUPERSEDING USE PERMIT NO. UP1939, AND APPROVING A MAJOR SITE DEVELOPMENT REVIEW, STAFF APPROVAL, AND TRAFFIC STUDY FOR THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING INTO A MEDICAL OFFICE BUILDING, WAIVING A PORTION OF THE OFF-SRESOLUTION NO. PC2025-003 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY
OF NEWPORT BEACH, CALIFORNIA, SUPERSEDING USE PERMIT NO. UP1939, AND APPROVING A MAJOR SITE DEVELOPMENT REVIEW, STAFF APPROVAL, AND TRAFFIC STUDY FOR THE CONVERSION OF AN EXISTING PROFESSIONAL OFFICE BUILDING INTO A MEDICAL OFFICE
BUILDING, WAIVING A PORTION OF THE OFF-STREET PARKING REQUIREMENT, AND CONSTRUCTING AN ON-SITE PARKING STRUCTURE FOR THE PROPERTY LOCATED AT 3300 IRVINE AVENUE (PA2024-0070)
THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS: SECTION 1. STATEMENT OF FACTS.
1. An application was filed by Chad Manista, of Real Estate Development Associates, LLC
(“Applicant”), concerning property located at 3300 Irvine Avenue, and legally described as Parcel 1 of Parcel Map 79-721 (“Property”). 2. The City Council approved Use Permit No. UP1939 on May 12, 1980, and allowed for the
construction of an approximately 42-foot-tall, three-story, 79,581-square-foot professional
office building, and 270 space surface parking lot. The existing building shares vehicular access with the adjacent, single-story, Orange County American Institute of Architects building located at 1981 Orchard Drive.
3. The Applicant requests a Major Site Development Review, Staff Approval, and Traffic
Study to convert the existing building from professional office use to medical office use. To partially accommodate the increased parking demand from medical office use, the existing surface parking lot will be restriped and a three-level parking structure with solar canopy will be constructed. The parking structure will be connected to the medical office
building via a pedestrian bridge. Interior renovations to the building include remodeling of
the existing lobby to create a new atrium-style lobby with common areas and new stairways between floors. While the footprint of the lobby will expand, internal changes to create additional volume will result in a 1,352-gross-square-foot reduction of floor area, reducing the building from 79,581 square feet to 78,229 square feet. The project also includes
significant remodeling to the exterior of the building and new rooftop architectural features
including a decorative glass parapet measuring 41-feet, 6-inches from existing grade and an entry atrium parapet, measuring 45-feet from existing grade (“Project”). 4. The following approvals are required from the City of Newport Beach (“City”) to implement
the Project:
• Major Site Development Review (“SDR”): To allow an increase in height in accordance with Section 20.52.080 (Site Development Reviews) of the Newport
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Beach Municipal Code (“NBMC”) for the proposed architectural features (i.e., parapets), which are proposed at 41-feet, 6-inches above existing grade and 45
feet above existing grade, respectively;
• Staff Approval: To waive 61 of the 392 required parking spaces, or 15.5% of the parking requirement, in accordance with Section 20.40.110(D) (Adjustments to Off-
Street Parking Requirements) of the NBMC; and
• Traffic Study: To consider the projected 1,496 net increase in average daily trips (ADTs), pursuant to Section 15.40.030(A) (Traffic Phasing Ordinance) of the
NBMC.
5. Section 20.40.110(D) (Adjustments to Off-Street Parking Requirements) of the NBMC allows for the Community Development Director to reduce the number of required parking spaces by a maximum of 20%. However, Section 20.50.30 (Multiple Permit Applications)
of the NBMC requires that multiple applications for the same project be processed
concurrently and be reviewed and approved, modified, or denied by the highest review authority, which in this case is the Planning Commission. 6. Approval of this Project will supersede Use Permit No. UP1939, which would be rendered
null and void.
7. The Property is categorized General Commercial Office (CO-G) by the General Plan Land Use Element and is located within the Office-General (OG) Zoning District.
8. The Property is not located within the Coastal Zone; therefore, a coastal development
permit is not required. 9. A public hearing was held on January 23, 2025, in the Council Chambers at 100 Civic Center Drive, Newport Beach, California. A notice of the time, place, and purpose of the
hearing was given in accordance with Government Code Section 54950 et seq. (“Ralph
M. Brown Act”) and Chapter 20.62 (Public Hearings) of the NBMC. Evidence, both written and oral, was presented to and considered by, the Planning Commission at this hearing.
SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION.
1. This Project is exempt from the California Environmental Quality Act (“CEQA”) pursuant to Section 15332 under Class 32 (In-Fill Development Projects) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3 because it has no potential
to have a significant effect on the environment.
2. Class 32 exempts in-fill development that meets the following criteria: (1) is consistent with the applicable General Plan designation and applicable policies, as well as applicable zoning designations and regulations, (2) would occur on a site less than five
acres, (3) the project site must have no habitat value, (4) the project would not result in significant traffic, noise, air quality, or water quality effects, and (5) the site can be
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adequately served by all required utilities and public services. If a project meets the criteria and qualifies for the Class 32 exemption, the project is categorically exempt from
CEQA unless one of the exceptions to exemptions apply. The exemption is not limited
to any use type and may apply to residential, commercial, industrial, public facility, and/or mixed-use projects. 3. The Project meets all the requirements and is exempt under Class 32 (In-Fill
Development Projects) based on the following:
a. General Plan and Zoning Consistency: The Property is categorized as General Commercial Office (CO-G) by the General Plan Land Use Element and is located within the Office-General (OG) Zoning District. The General Commercial Office
(CO-G) category provides for areas appropriate for administrative, professional,
and medical offices with limited accessory retail and service uses. The Project is consistent with the purpose and intent of the General Commercial Office (CO-G) category, as it enhances and improves the viability of an existing multi-tenant professional office building by allowing for a higher ratio of medical users and
providing a parking facility. Additionally, the proposed medical office land use is
allowed by right in the Office-General (OG) Zoning District. b. Less Than 5 Acres: The Property is approximately 3.14 acres, which is less than 5 acres.
c. No Habitat Value: The Property is currently developed with a 79,581-square-foot, three-story, commercial building known as Newport Irvine Center. The Project proposes to remodel the building and construct a parking structure to allow sufficient parking for medical uses. The Property is unlikely to provide value as
habitat for endangered, rare, or threatened species.
d. No Significant Traffic, Noise, Air Quality or Water Quality Effects: The Project will generate a net increase of 1,496 daily trips on a typical weekday. A Traffic Impact Analysis (“TIA”) was prepared for the Project. The TIA found that the 15 studied
intersections will continue to operate at a satisfactory level of service as defined
by the City’s Traffic Phasing Ordinance. An analysis of noise and vibration impacts was prepared by LSA and concluded that short-term construction-related impacts would be less than significant and
any long-term project-related traffic impacts would be less than significant.
An analysis of the air quality and greenhouse gas (“GHG”) impacts of the Project was prepared by EPD Solutions, which found that the Project will not have significant impacts to air quality on a project or cumulative level and that the Project would have a less than significant impact on GHG emissions.
Odors produced by construction of the Project would be minimal and temporary, and the Project involves land uses that typically do not generate significant odor complaints.
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A preliminary Water Quality Management plan (“WQMP”), Grading Plan, and Drainage Plans have been reviewed and approved by the Building Division. The
plans comply with state, regional, and City water quality requirements.
e. Utilities and Public Services: The Property is within a developed area of the City and is adequately served by existing utilities. All public services are adequate to accommodate the Project.
SECTION 3. REQUIRED FINDINGS.
Major Site Development Review
In accordance with Section 20.52.080(F) (Site Development Reviews – Findings and
Decisions) of the NBMC, the findings and facts in support of such findings are set forth as
follows: Finding:
A. The proposed development is allowed within the subject Zoning District.
Facts in Support of Finding: 1. The Property is located within the Office-General (OG) zoning district, which is intended
for administrative, professional, and medical office uses with limited accessory retail and
service uses. Pursuant to Table 2-4 (Allowed Uses and Permit Requirements) of Section 20.20.020 (Commercial Zoning Districts Land Uses and Permit Requirements) of the NBMC, medical and dental office uses are permitted in the Office-General (OG) zoning district. The tenant mix currently consists of professional offices, medical offices, and
health/fitness facilities. Additional medical offices and the construction of a parking
structure are consistent with the uses permitted by the Office-General (OG) zoning district. 2. The Office-General (OG) zoning district requires a 0-foot front setback, 0-foot interior
side setback, 15-foot street side setback, and a 0-foot rear setback. The Project
complies with the required setbacks as it proposes a 39-foot front setback, 10-foot interior side setback, 25-foot street side setback, and a 2-foot rear setback. 3. The Office-General (OG) zoning district allows for a maximum building height of 32 feet
for a flat roof and 37 feet for a sloped roof with a minimum 3/12 pitch. The existing
building exceeds the height limit, as authorized by UP1939. The Project includes increasing the maximum height of the building to accommodate the new parapets. Therefore, a site development review for increased height is required pursuant to Section 20.52.080 (Site Development Reviews) of the NBMC. The facts in support of
findings are included under Findings D through G.
4. The Property is located within the Nonresidential, Nonshoreline Height Limit Area. The height of a structure may be increased up to a maximum 50 feet with a flat roof or 55
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feet with a sloped roof through the approval of an SDR. While the Project requires the approval of an SDR to implement, the proposed height of the parapet will comply with
the maximum 50-foot height limit, allowed with an SDR.
5. Table 3-10 (Off-Street Parking Requirements) of Section 20.40.040 (Off-Street Parking Spaces Required) of the NBMC provides that the number of parking spaces for a medical office use is one per every 200 square feet of gross floor area. Therefore, the
Project requires a total of 392 parking spaces. As the Project provides only 331 parking
spaces, a parking demand analysis dated December 4, 2024, was prepared by RK Engineering (“Parking Study”), which is attached hereto as Exhibit “B” and incorporated herein by reference, to establish the parking demand for the Project. The Parking Study concluded that 331 spaces are adequate to serve the Project. The request for a 15.5%
parking waiver is evaluated and substantiated in Finding H below.
Finding: B. The proposed development is in compliance with all of the following applicable criteria:
i. Compliance with this section, the General Plan, this Zoning Code, any applicable
specific plan, and other applicable criteria and policies related to the use or structure;
ii. The efficient arrangement of structures on the site and the harmonious relationship
of the structures to one another and to other adjacent developments; and whether
the relationship is based on standards of good design;
iii. The compatibility in terms of bulk, scale, and aesthetic treatment of structures on the site and adjacent developments and public areas;
iv. The adequacy, efficiency, and safety of pedestrian and vehicular access, including
drive aisles, driveways, and parking and loading spaces;
v. The adequacy and efficiency of landscaping and open space areas and the use of
water efficient plant and irrigation materials; and
vi. The protection of significant views from public right(s)-of-way and compliance with
NBMC Section 20.30.100 (Public View Protection).
Facts in Support of Finding:
1. The Property is categorized as General Commercial Office (CO-G) by the Land Use Element of the General Plan. The General Commercial Office (CO-G) category provides for areas appropriate for administrative, professional, and medical offices with limited
accessory retail and service uses. The Project is consistent with the purpose and intent
of the General Commercial Office (CO-G) category, as it allows for a medical office building that will serve the community.
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2. Figure LU-11 of the Land Use Element establishes a maximum floor-area-to-land ratio (“FAR”) of 0.50 for the project site. Implementation of the project would reduce the
existing gross floor area of building from 79,581 square feet to 78,229 square feet and
results in an FAR of 0.55. Therefore, the project would reduce the development intensity to be more consistent with the intended FAR for the property. Parking structures do not qualify as gross floor area per Section 20.70 (Definitions) of the NBMC and are not included in the gross floor area of the building or the FAR.
3. The Project is consistent with General Plan Land Use goals and policies, including, but not limited to the following: a. Land Use Element Policy LU 5.1.2 (Compatible Interfaces). Requires that
the height of development in nonresidential areas and higher-density
residential areas transition as it nears lower-density residential areas to minimize the conflicts at the interface between the different types of development. The tallest parapet is proposed for the side of the building fronting Irvine Avenue. The nearest residential zoning district is 500 feet away
and begins at 2173 Orchard Drive. The three-story parking structure and then
the intervening office buildings between the property and the low-density residential uses on Birch Street, which are typically two-stories tall, provide a gradual transition in height from the project to residential uses.
b. Land Use Policy LU 5.4.2 (Development Form and Architecture).
Requires that new development of business park, office, and supporting buildings be designed to convey a unified and high-quality character through consistent architectural design vocabulary, articulation, materials, and color palette and with architectural treatment of parking structures consistent with
their primary commercial office building, among other considerations. The
Project includes the construction of a new parking structure and updating the building exterior to include additional articulation and new materials matching the parking structure for a consistent architectural design and color palette throughout the Project.
4. Facts 1 through 4 in support of Finding A are hereby incorporated by reference. 5. The Property is not located within a Specific Plan Area.
6. The existing building was constructed in 1980 with a dark, unarticulated, glass panel
exterior. The Project will significantly remodel the exterior façade of the building and upgrade the overall look of the building. Exterior remodeling includes an update of the building to a contemporary architectural style, with light and transparent glazing. While the Project still uses glass as the main finish material, the Project introduces beige and
bronze paneling with dark accents around office windows and a coordinated color
palette. The color palette of the building will complement the parking structure with a similarly light color on the exterior finish and wood-textured aluminum louvers at its entrances. The proposed parapet introduces articulation and visual interest using a
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variable height roof plane. The mass of the building is softened by introducing a new glass atrium entryway.
7. The Property is bounded by Irvine Avenue to the north, Orchard Drive to the south, and office developments to both the east and west. The majority of land uses within the vicinity are professional or medical office and are located within multi-tenant commercial office buildings. There is one non-conforming residential use adjacent to the Project,
across Orchard Drive, and several other non-conforming single-unit residences
approximately 375 feet southeast of the Property, on Birch Street. There is also a golf-course with a restaurant 850 feet to the west on Irvine Avenue and an apartment complex 550 feet to the east on Birch Street. The nearby nonconforming residential uses are within the Business Park area of the Santa Ana Heights Specific Plan (“SP-7
Business Park”) which prohibits residential uses but allows for the expansion of existing
nonconforming uses with the approval of a conditional use permit. The nonconforming residential uses are located closer to the parking structure and not the building. The tallest parapet is proposed for the side of the building fronting Irvine Avenue. These distances should help prevent any shadows or negative impacts to the nonconforming
uses. The Project does not propose any architectural features that are likely to
negatively affect the surrounding development as detailed in Fact 8 in support of Finding B, Fact 1 in support of Finding E, and Fact 1 in support of Finding F. 8. The Project is adjacent to the SP-7 (Business Park) District. Pursuant to Section
20.90.030 (Design Guidelines) of the NBMC, SP-7 (Business Park) includes design
guidelines that regulate color and materials. The design guidelines are intended to allow the business park to blend in with and complement the residential areas of the community. While the Project site is not located within SP-7 Business Park and therefore not bound by its design guidelines, the Project nonetheless complies with these
guidelines as an additional project amenity and further enhances the compatibility of the
Project with its surroundings. In harmony with Section 20.90.030(B) (Architectural Guidelines for Business Park Uses) of the NBMC, the Project implements a color palette ranging from white to earth tones and subdues existing glass elements by repurposing glazing to light the interior spaces. The accent materials and colors are coordinated to
achieve a continuity of design with the overall structure and surrounding structures.
9. The parking structure is located on the eastern portion of the Property, in the rear, and will be screened from Irvine Avenue by the upgraded office building, landscaping, and a portion of the surface parking lot. From Orchard Drive, the new parking structure is
setback 132 feet and will be partially screened by landscaping and surface parking.
10. The parking structure is immediately adjacent to the surface parking lots of the abutting office buildings that front Birch Street. The properties fronting Birch Street are zoned SP-7 (BP). The height limit of SP-7 (BP) allows for buildings up to a maximum height of
37 feet. The parapets will not appear overly tall or incompatible with these buildings and
the parking structure provides a harmonious transition from the Project to the abutting office buildings.
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11. Existing vehicular and pedestrian access points to the Property will be maintained as part of the Project. Pedestrian access between the parking structure and medical office
will be provided through a pedestrian bridge connecting the top level of the parking
structure to the building. 12. The Property is currently improved with approximately 26,862 square feet of landscaping. Most of the landscaping is provided as turf. Of the 26,862 square feet,
2,494 square feet will be rehabilitated, and 495 square feet will be added. The Project
includes new landscaping along Orchard Drive, within the public right of way. This off-site landscaping includes seven Brisbane box trees totaling 1,366 square feet. Brisbane box trees can grow anywhere from 30 to 70 feet tall and reach approximately 25 to 30 feet wide. The projected height and size of the trees makes for an efficient and adequate
method of buffering between the Property and adjacent uses, including the
nonconforming residential uses. All new and rehabilitated landscaping shall comply with Section 14.17 (Water Efficient Landscaping) of the NBMC, including the installation and maintenance of drought tolerant and noninvasive species.
13. The Project is not adjacent to or near a designated coastal view road or point and there
are no public views through or across the Property. Therefore, the Project is not anticipated to impact any public views. Finding:
C. Not detrimental to the harmonious and orderly growth of the City, nor will it endanger,
jeopardize, or otherwise constitute a hazard to the public convenience, health, interest,
safety, or general welfare of person residing or working in the neighborhood of the proposed development.
Fact in Support of Finding: 1. The Project is similar to and compatible with other office uses in the vicinity.
2. The Project is not anticipated to be detrimental to nearby residential uses or the nearby
golf course due to the office nature of the business. Medical offices typically operate during the week with normal business hours when residents are not at home. Medical uses typically do not generate public inconveniences such as noise, light, or odors and the Project is therefore not anticipated to impact the nearby residents or golf course.
3. The Project is consistent with the planned land use for the site and the intent of General Commercial Office (CO-G) category of the General Plan Land Use Element and the Office-General (OG) Zoning District. The site is suitable for the type and intensity of development proposed because the infrastructure serving the site and surrounding area
has been designed and developed to accommodate the commercial development use
of the site. The Project would also reduce the floor area of the building, which would bring the property closer to compliance with the maximum FAR of the Zoning District. Therefore, the operation of the medical office use is not detrimental.
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4. A traffic study titled “Traffic Impact Analysis – Newport Irvine Medical Office” dated October 2024 (“Traffic Impact Analysis”), which is attached hereto as Exhibit “C” and
incorporated herein by reference, was prepared by Ganddini Group Inc., under the
supervision of the City Traffic Engineer for the Project in compliance with Chapter 15.40 (Traffic Phasing Ordinance) and Appendix A of the NBMC. As discussed further in Finding L, the Project does not result in a traffic impact. Therefore, the operation of the medical office use is not anticipated to be detrimental to the surrounding neighborhood.
5. Condition of Approval No. 19 establishes operational noise standards while Condition of Approval No. 21 restricts noise-generating construction activities. Both have been included to ensure that the proposed use does not create any adverse noise impacts to the community, in accordance with Section 20.30.080 (Noise) of the NBMC.
6. Conditions of Approval Nos. 23 and 24 are included to ensure adequate trash storage facilities for the commercial tenants are provided in screened areas on private property, thereby preventing any odor or related issues for the abutting residential uses.
7. The Project includes Condition of Approval No. 15 which prevents excessive illumination
of the site and enables the Director to dim light sources or require other remediation upon finding the site to be excessively illuminated. 8. A preliminary Construction Management Plan has been provided to ensure that short-
term construction traffic issues are properly addressed. A final construction
management plan will need to be approved prior to the issuance of a building permit, as referenced in Condition of Approval No. 69. Height Increase
The Property is a nonresidential use located within the Nonresidential, Nonshoreline Height Limit Area. In this height limit area, the base height limit for nonresidential and mixed-use structures with flat roofs is 32 feet and the base height limit for structures with sloped roofs is 37 feet. The height of a structure may be increased up to a maximum of 50 feet with a flat roof
or 55 feet with a sloped roof through the approval of a Site Development Review. In accordance
with Section 20.30.060(C)(3) (Height Limits and Exceptions - Required Findings) of the NBMC, the Planning Commission may approve a site development review to allow an increase in the height of a structure above the base height only after first making all the following findings in addition to the findings required pursuant to Section 20.52.080(F) (Site Development Reviews
– Findings and Decision):
Finding: D. The project applicant is providing additional project amenities beyond those that are
otherwise required. Examples of project amenities include, but are not limited to:
i. Additional landscaped open space;
ii. Increased setback and open areas; iii. Enhancement and protection of public views;
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Facts in Support of Finding:
1. Use Permit No. UP1939 allowed the structure to exceed the base height limit of the Office-General (OG) zoning district. The justification for the height increase was partially based on the project providing additional open space, as the building mass was concentrated to the center of the lot. The Project implements vertical construction, rather
than horizontal.
2. The footprint of the building is not increasing as part of the Project. Further, the floor area of the structure will decrease, despite the increase in height for the architectural features.
3. While the footprint of the building will expand at the northern entrance to create the atrium style lobby and the parking structure will reduce the amount of lot area left undeveloped and open, approximately 80,251 square feet will remain undeveloped, or 57% of the lot will remain undeveloped. Both the building and the parking structure
provide greater setbacks than what is required pursuant to Table 2-6 (Development
Standards for Commercial Office Zoning Districts) of Section 20.20.030 (Commercial Zoning Districts General Development Standards) of the NBMC, as referenced in Fact 3 of Finding A.
4. Facts 12 and 13 in support of Finding B are hereby incorporated by reference.
Finding: E. The architectural design of the project provides visual interest through the use of light
and shadow, recessed planes, vertical elements, and varied roof planes;
Facts in Support of Finding: 1. The Project increases the height of the building by constructing new architectural
features. These features provide visual interest by incorporating light and shadow
through the use of glass. Vertical elements are highlighted through symmetry and contrasting angles, and a cohesive color palette and varied roof plane further contribute to visual interest.
2. In addition to providing visual interest, the proposed parapets are also functional. The
parapet will screen existing visible rooftop mechanical equipment and bring the Project into compliance with Section 20.30.020 (Buffering and Screening) of the NBMC. Finding:
F. The increased height will not result in undesirable or abrupt scale changes or
relationships being created between the proposed structure(s) and existing adjacent
developments or public spaces. Where appropriate, the proposed structure(s) provides a gradual transition to taller or shorter structures on abutting properties.
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Facts in Support of Finding:
1. Use Permit No. UP1939 justified the increased building height by citing that the Project would not result in abrupt changes of building heights between the office building and nearby existing developments and public spaces. The Project’s parking structure with solar canopy above measures approximately 28-feet, 3-inches above grade is situated
between the existing structure and property line. It will provide for a smooth transition in
building heights, up to the office buildings fronting Birch Street. 2. There is a large retaining wall to the southwest of the Property. The retaining wall runs along the northbound side of Irvine Avenue. The retaining wall creates an elevated
building pad, much higher than Irvine Avenue. On the top of the pad, there is a cluster
of multi-tenant office buildings addressed as 20251 through 20271 Acacia Avenue. Furthermore, the properties across Orchard Drive and addressed as 20251 through 20271 Acacia Avenue are zoned SP-7 (BP). The height limit of SP-7 (BP) allows for buildings up to a maximum height of 37 feet. The Project does not have a retaining wall
or elevated building pad and sits at a similar height as Irvine Avenue. These properties
at 20251 through 20271 Acacia Avenue appear higher than the subject property, which results in a smooth, gradual, transition in building heights along the highly traveled Irvine Avenue.
Finding:
G. The structure will have no more floor area than could have been achieved without
the approval of the height increase.
Fact in Support of Finding:
1. The proposed height increase does not result in an increase in floor area. The increase in height is to allow glass parapets as exterior-only architectural features. As stated in Fact 2 in support of Finding B, the Project reduces the gross floor area.
2. The building footprint is limited to the center portion of the lot, and the Project does not expand the footprint of the building. Staff Approval for Parking Waiver
In accordance with Section 20.40.110(D) (Adjustments to Off-Street Parking Requirements) of the NBMC, the Community Development Director may authorize a reduction of off-street parking by a maximum of 20% using a combination of the following:
Finding:
H. The applicant has provided sufficient data, including a parking study if required by the
Director, to indicate that parking demand will be less than the required number of spaces or that other parking is available.
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Facts in Support of Finding:
1. Pursuant to Section 20.40.040 (Off-Street Parking Spaces Required) of the NBMC, medical offices require one parking space for every 200 square feet of gross floor area. At 78,229 square feet, the Project requires 392 parking spaces. Because the Project provides only 331 parking spaces, a 61 space, or 15.5%, parking waiver is required.
2. The Applicant provided the Parking Study, which analyzed two non-urgent care, medical office, locations of comparable size: Pacific Medical Plaza located in Costa Mesa at 1640 Newport Boulevard, and Newport Heights Medical Campus located at 20350-20360 SW Birch Street. Each building had a variety of medical tenants, including but not
limited to dentists, dermatologists, and pediatricians.
3. Observational parking counts were taken by Counts Unlimited, Inc. (a third-party data collection company) from 8:00 a.m. to 6:00 p.m., at one-hour intervals, on a typical Tuesday, Wednesday, and Thursday in October of 2024. The observed parking counts
determined a peak parking demand ratio for each site. The higher of the two ratios
observed was used as a baseline for estimating the peak parking demand of the project. 4. To account for parking demand fluctuations, a 10% increase was added to baseline. This resulted in a peak parking demand ratio for the Project of 3.94 parking spaces per
1,000 gross square feet
5. Applying the peak parking demand ratio for the Project results in a minimum parking requirement of 309 spaces. As the project will provide 331 parking spaces, the project is projected to have approximately 22 available surplus parking spaces, or 7.11% of
spaces available, during peak projected parking demand periods. Therefore, the Parking
Study concludes that the project provides a sufficient number of parking spaces to support the conversion. 6. The Parking Study was reviewed and accepted by the City Traffic Engineer.
7. The Property allows for shared access to the existing surface parking lot with the adjacent parcel, 1981 Orchard Drive. A reciprocal Easement Agreement, Avigational Easement, and Agreement Affecting Real Property (“Easement Agreement”) was recorded with the County of Orange in 1980. The Easement Agreement dedicates 23
spaces within the surface parking of 1981 Orchard Drive be reserved for the exclusive
use of 1981 Orchard Drive. These 23 spaces have not been included in the 331 parking spaces provided by the Project.
Findings
I. On-Site Bicycle Facilities. Required nonresidential off-street parking may be reduced
where there is a demonstrated use of bicycles as a mode of transportation. The
Director may reduce the number of required parking spaces by one space for every
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three bicycle parking spaces provided on the same site they serve, up to 5% of the total requirement in compliance with the following conditions:
i. The applicant has provided sufficient evidence to substantiate that there exists a
demand for bicycle parking; and
ii. The bicycle parking spaces are located completely within the private property
they serve. iii. An additional 5% reduction may be allowed when enhanced end-of trip facilities
are provided on the same site they serve, including, but not limited to, showers
and locker facilities.
Fact in Support of Finding:
Bicycle facilities are not used as justification for the reduction in parking.
Findings J. Space for Shared Mobility. Required nonresidential off-street parking may be reduced
by up to 10% in compliance with the following conditions:
i. Exclusive of curb space needed for emergency access purposes (e.g., a fire lane), the
development includes at least 20 linear and contiguous feet of on-site dedicated curb-
space located entirely on private property; or ii. There is one off-street parking space designated and with proper signage for the use of
shared-mobility vehicles and/or pick-up/drop-off located on private property and on the
same site it is intended to serve. Fact in Support of Finding:
Shared Mobility spaces are not used as justification for the reduction in parking.
Traffic Study In accordance with Section 15.40.030(A) (Traffic Phasing Ordinance) of the NBMC, the
following findings and fact in support of such findings are set forth herein:
Finding: K. That a traffic study for the project has been prepared in compliance with this NBMC
Chapter 15.40 and Appendix A.
Fact in Support of Finding: The Traffic Impact Analysis, which is attached hereto as Exhibit “C” and incorporated herein by
reference, was prepared by Ganddini Group Inc., under the supervision of the City Traffic
Engineer for the Project in compliance with Chapter 15.40 (Traffic Phasing Ordinance) and Appendix A of the NBMC. Finding:
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L. That, based on the weight of the evidence in the administrative record, including the traffic
study, one of the findings for approval in subsection 15.40.030(B) can be made:
1. Construction of the project will be completed within 60 months of project approval
in accordance with Section 15.40.030(B)(1) of the NBMC. 2. Additionally, the project will neither cause nor make worse an unsatisfactory level
of traffic service at any impacted intersection in accordance with Section
15.40.030(B)(1)(a) of the NBMC. Facts in Support of Finding:
1. Construction of the Project is expected to be completed by May of 2026.
2. The Traffic Impact Analysis included eight study intersections that were analyzed for potential impacts based on the City’s Intersection Capacity Utilization (“ICU”) methodology, which is expressed in terms of level of service (“LOS”). Utilizing these
methodologies, the Traffic Impact Analysis determined that implementation of the
Project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection within the City of Newport Beach. The City Traffic Engineer concurs with this conclusion.
Finding: M. That the project proponent has agreed to make or fund the improvements, or make the contributions, that are necessary to make the findings for approval and to comply with all
conditions of approval.
Fact in Support of Finding: No improvements or mitigation are necessary because implementation of the Project with the
will neither cause nor make worse an unsatisfactory level of traffic service at any impacted
primary intersection within the City of Newport Beach. SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1. The Planning Commission of the City of Newport Beach hereby finds this Project is categorically exempt from the California Environmental Quality Act under Section 15332 under Class 32 (In-Fill Development Projects) of the CEQA Guidelines, California Code
of Regulations, Title 14, Division 6, Chapter 3 because it has no potential to have a
significant effect on the environment. 2. The Planning Commission of the City of Newport Beach hereby approves a Major Site Development Review, Staff Approval, and Traffic Study (PA2024-0070), subject to the
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conditions outlined in Exhibit A, and the Applicant’s implementation of the recommendations prescribed within the Parking Analysis included as Exhibit “B,” and the
Traffic Impact Analysis included as Exhibit “C,” which are attached hereto and incorporated
by reference. 3. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal is filed with the City Clerk by the
provisions of Title 20 (Planning and Zoning), of the Newport Beach Municipal Code.
4. This resolution supersedes Planning Commission Use Permit No. 1939, which upon vesting of the rights authorized by this conditional use permit, shall become null and void.
PASSED, APPROVED, AND ADOPTED THIS 23RD DAY OF JANUARY, 2025. AYES: Ellmore, Harris, Lowrey, Rosene, and Salene
NOES: None RECUSED: Langford
ABSENT: None
BY:_________________________
Mark Rosene, Chair
BY:_________________________ David Salene, Secretary
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EXHIBIT “A”
CONDITIONS OF APPROVAL
(Project-specific conditions are in italics)
Planning Division
1. The development shall be in substantial conformance with the approved site plan, floor
plans, and building elevations stamped and dated with the date of this approval (except as
modified by applicable conditions of approval). 2. PA2024-0070 shall expire unless exercised within 24 months from the date of approval as specified in Section 20.54.060 (Time Limits and Extensions) of the NBMC, unless an
extension is otherwise granted.
3. The Project is subject to all applicable City ordinances, policies, and standards unless specifically waived or modified by the conditions of approval.
4. The Applicant shall comply with all federal, state, and local laws. Violation of any of
those laws in connection with the use may be cause for revocation of this approval.
5. The parking structure shall serve tenants and visitors to the Property. Parking spaces shall not be rented or sold for off-site uses without first notifying the Community Development
Director. The use of the parking structure as a parking facility, as defined in Chapter 20.70
(Definitions) of the NBMC, may require an amendment to PA2024-0070 and the
processing of a Use Permit.
6. Employees shall be required to park on-site. Employees shall not park on Orchard Drive,
Irvine Avenue, or any nearby public parking spaces.
7. The location, number, and dimensions of all parking spaces shall be in substantial
conformance with the plans stamped and dated with the date of this approval. The final design of all on-site parking, vehicular circulation, and pedestrian circulation shall be
subject to the approval of the City Traffic Engineer.
8. All mechanical equipment shall be fully screened from view from the public right of way
and the surrounding properties in accordance with 20.30.020 (Buffering and Screening) of the NBMC.
9. The Applicant is required to implement the recommendations of the parking management
plan included in the December 12, 2024 parking study prepared by RK Engineering Group.
Emergency Health Facilities as defined in Chapter 20.70 of the Newport Beach Municipal Code may be allowed subject to review and approval by the Community Development
Director and based on information that demonstrates parking supply is adequate to meet
expected demand.
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10. PA2024-0070 may be modified or revoked by the Planning Commission or City Council should they determine that the proposed uses or conditions under which it is being
operated or maintained is detrimental to the public health, welfare or materially injurious
to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 11. Any change in operational characteristics, expansion in the area, or other modification
to the approved plans, shall require subsequent Planning Division review and potentially
the processing of an amendment to this approval or the processing of a new entitlement. 12. Prior to the issuance of a building permit, a copy of the Resolution, including conditions of approval Exhibit “A” shall be incorporated into the Building Division and field sets of
plans.
13. Prior to the issuance of a building permit, the Applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the project file. The plans shall be identical to those approved by all City departments for building
permit issuance. The approved copy shall include architectural sheets only and shall be
reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by PA2024-0070 and shall highlight the approved elements such that they are readily discernible from other elements of the plans.
14. Prior to the issuance of a building permit, the Applicant shall submit a landscape and
irrigation plan prepared by a licensed landscape architect. These plans shall incorporate drought-tolerant plantings and water-efficient irrigation practices, and the plans shall be approved by the Planning Division.
15. All landscape materials and irrigation systems shall be maintained by the approved
landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing, and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of
regular maintenance.
16. The site shall not be excessively illuminated based on the luminance recommendations of the Illuminating Engineering Society of North America, or, in the opinion of the Director of Community Development, the illumination creates an unacceptable negative impact
on surrounding land uses or environmental resources. The Director may order the
dimming of light sources or other remediation upon finding that the site is excessively illuminated. 17. Prior to the issuance of a building permit, the Applicant shall prepare a photometric study
in conjunction with a final lighting plan for approval by the Planning Division. The survey
shall show that lighting values are “1” or less at all property lines.
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18. Prior to the issuance of a building permit, the Applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning
Division.
19. Prior to any change in use from general office or health/fitness facility to medical office,
the Applicant shall pay Fair Share Fees in accordance with Chapter 15.38 (Fair Share Traffic Contribution Ordinance) of the NBMC. The fee may be paid in advance for the
entire conversion or incrementally based on individual tenant improvements at the rates
in effect at time of conversion. 20. All noise generated by the proposed use shall comply with the provisions of Chapter 10.26 (Community Noise Control), under Sections 10.26.025 (Exterior Noise Standards)
and 10.26.030 (Interior Noise Standards), and other applicable noise control
requirements of the NBMC.
21. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner or leasing agent.
22. Construction activities shall comply with Section 10.28.040 (Construction Activity—
Noise Regulations) of the NBMC, which restricts hours of noise-generating construction activities that produce noise to between the hours of 7:00 a.m. and 6:30 p.m., Monday through Friday, and 8:00 a.m. and 6:00 p.m. on Saturday. Noise-generating construction activities are not allowed on Sundays, or Holidays.
23. No outside paging system shall be utilized in conjunction with this establishment. 24. All trash shall be stored within the building or within dumpsters stored in the trash enclosure (three walls and a self-latching gate) or otherwise screened from view of
neighboring properties, except when placed for pick-up by refuse collection agencies.
The trash enclosure shall have a decorative solid roof for aesthetic and screening purposes. 25. Trash receptacles for patrons shall be conveniently located both inside and outside of
the establishment, however, not located on or within any public property or right-of-way.
26. The exterior of the business shall be always maintained free of litter and graffiti. The owner or operator shall provide for daily removal of trash, litter debris, and graffiti from the premises and on all abutting sidewalks within 20 feet of the premises.
27. The Applicant shall ensure that the trash dumpsters and/or receptacles are maintained to control odors. This may include the provision of either fully self-contained dumpsters or periodic steam cleaning of the dumpsters if deemed necessary by the Planning Division. Cleaning and maintenance of trash dumpsters shall be done in compliance
with the provisions of Title 14, including all future amendments (including Water Quality
related requirements).
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28. Deliveries and refuse collection for the facility shall be prohibited between the hours of 10:00 p.m. and 7:00 a.m. on weekdays and Saturdays and between the hours of 10:00
p.m. and 9:00 a.m. on Sundays and Federal holidays unless otherwise approved by the
Director of Community Development and may require an amendment to this approval. 29. Storage outside of the building in the front or at the rear of the property shall be prohibited, except for the required trash container enclosure.
30. A Special Events Permit is required for any event or promotional activity outside the normal operating characteristics of the approved use, as conditioned, or that would attract large crowds, involve the sale of alcoholic beverages, include any form of on-site media broadcast, or any other activities as specified in the NBMC to require such
permits.
31. To the fullest extent permitted by law, the applicant shall indemnify, defend and hold harmless the City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any claims, demands, obligations, damages,
actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs, and
expenses (including without limitation, attorney’s fees, disbursements, and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of Newport Irvine Medical Center including, but not limited to the Site Development Review, Staff Approval, and Traffic Study filed as PA2024-0070.
This indemnification shall include, but not be limited to, damages awarded against the City,
if any, costs of suit, attorney’s fees, and other expenses incurred in connection with such claim, action, causes of action, suit, or proceeding whether incurred by the applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all the City's costs, attorneys' fees, and damages that which City incurs in enforcing
the indemnification provisions outlined in this condition. The applicant shall pay to the City
upon demand any amount owed to the City under the indemnification requirements prescribed in this condition. Fire Department
32. Any modifications to the fire sprinkler system shall require a building permit reviewed and approved by the Newport Beach Fire Department (NBFD). 33. The parking structure shall require an automatic fire sprinkler system in compliance with
NFPA 13.
34. Exterior canopies shall require fire sprinklers to be added in compliance with NFPA 13. 35. Occupancies with atriums connecting more than two stories shall have a fire alarm
system installed with smoke detection in locations required by a rational analysis, to be
reviewed by the NBFD. 36. A smoke control system shall be installed for the atrium.
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37. Analysis of the current hydrant system shall be provided. Hydrants shall be required to be installed in compliance with Chapter 5 and Appendix B of the California Fire Code
(CFC).
38. The atrium shall comply with Chapter 4 of the California Building Code (CBC). 39. Exterior wall coverings shall comply with Chapter 14 of the CBC.
40. Fire lane widths shall comply with NBFD Guideline C.01. 41. Fire lanes shall be identified in accordance with NBFD Guideline C.02.
42. The parking structure and existing primary structure shall have an Emergency
Responder Communication Coverage installed and permitted through NBFD and the Orange County Sheriffs Communications. 43. The address on the exterior of the building shall comply with Section 9.04.170
(Amendments to Section 505.1.1 Premises Identification) of the NBMC.
44. The solar canopy above the parking structure shall comply with Chapter 12 of the CFC. 45. Egress for the structure and the atrium shall comply with Chapters 4 and 10 of the
CBC/CFC.
46. Prior to the issuance of a building permit, a Fire Master Plan shall be submitted, reviewed, and approved by the NBFD.
47. Prior to the issuance of a building permit, a construction plan shall be submitted,
reviewed, and approved by the NBFD to identify fire department access. All weather access shall be provided during construction. Construction cannot begin until fire department access is approved by NBFD.
48. An 800 MHZ system for the medical office and parking structure is required, unless
otherwise demonstrated by the Applicant. To satisfy the condition, tests of the existing building’s current system can be submitted to the NBPD for review and approval Building Division
49. The building shall comply with the allowable area, number of stories and maximum height per Chapter 5 of the CBC. 50. Exterior wall and opening protection between buildings and to the property line shall
comply with Section 705 of the CBC.
51. The atrium shall comply with Section 404 the CBC.
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52. Exterior stairs shall comply with Section 1027 of the CBC.
53. Interior exit access stair shall comply with the Section 1019 of the CBC.
54. The plumbing fixture shall comply with Table 422.1 of the California Plumbing Code (“CPC”).
55. An accessible path of travel is required from both the public right of way and the parking
areas to the building and tenant space. 56. Circulation paths contiguous to vehicular traffic shall be physically separated from vehicular traffic pursuant to 11B-250.1 of the CBC.
57. Separate parking counts shall be provided for the parking structure and the surface parking lot. Counts shall include the required accessible parking for each type of parking, pursuant to 11B-208 of the CBC,
58. Pursuant to Table 5.106.5.3.1A of CalGreen, a table showing the required Electric
Vehicle (EV) parking shall be provided. Locations of EV Capable and EVCS shall be shown on plans. 59. Accessible EV charging shall be provided. Accessible parking spaces shall not count
toward the requirement of EV accessible parking.
60. Bicycle parking shall comply with 5.1-6.4 of CalGreen standards. Public Works Department
61. Parking layouts shall comply with City Standard 805. All dead-end drive aisle shall provide a dedicated turn around area and 5-minimum drive aisle extension. 62. During construction, the temporary tenant parking layout shall comply with City Standard
805. Temporary tenant parking areas with dead-end drive aisle shall provide a dedicated
turn around area and 5-minimum drive aisle extension. 63. Temporary construction fencing shall be located to provide adequate sight distance at all driveways, per City Standard 105.
64. All construction deliveries shall be accommodated on-site. No construction deliveries shall occur within the public right-of-way. 65. No construction staging or queuing shall occur within the public right-of-way.
66. All construction vehicle parking shall occur on-site. No construction vehicle parking is permitted within the public right-of-way.
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67. No lane closures are permitted as part of the proposed construction activity unless a temporary street and sidewalk closure permit has been obtained from the Public Works
Department. Traffic control plans shall be prepared and stamped by a registered
California Traffic Engineer. Plans shall be reviewed and approved by City of Newport Beach Traffic Engineering. 68. Prior to any hauling activity, a haul route permit shall be obtained from the Public Works
Department.
69. Prior to Issuance of a building permit, a final Construction Management Plan shall be reviewed and approved by the City Traffic Engineer and Community Development Director.
70. All damaged or broken curb, gutter, and sidewalk along the Orchard Drive and/or Irvine Avenue frontages shall be reconstructed per City Standards. Extent of reconstruction shall be determined by Public Works Inspection staff.
71. All proposed City trees along the Orchard Drive frontage shall be installed per City
Standard and City Council Policy G-6. 72. The driveways along the Irvine Avenue (1) and Orchard Drive (2) shall be reconstructed per City Standard 161. The extent of reconstruction shall be determined by Public Works
inspection staff.
73. Prior to Issuance of a building permit, Costa Mesa Sanitary District (CMSD) and Irvine Ranch Water District (IRWD) shall review and approve the project. Documentation of CMSD and IRWD approvals shall be required.
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EXHIBIT “B”
PARKING STUDY AND PARKING MANAGEMENT RECOMMENDATIONS
Available separately due to bulk at: https://www.newportbeachca.gov/Pln/PC_TEMP_LINK/PA2024-0070_Parking_Study.pdf
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DECEMBER 12, 2024
Mr. Chadwick Manista
REDA NEWPORT IRVINE, LLC
4450 MacArthur Boulevard, Suite 100
Newport Beach, CA 92660
SUBJECT: 3300 IRVINE AVENUE MEDICAL OFFICE CONVERSION PARKING REVIEW,
CITY OF NEWPORT BEACH
Dear Mr. Manista:
INTRODUCTION
RK Engineering Group, Inc. (RK) is pleased to provide a parking analysis for the 3-story general office
building at 3300 Irvine Avenue in Newport Beach. The existing building primarily consists of general
office tenants and includes a small amount (less than 20%) of medical office tenants.
The building consists of approximately 79,551 gross square feet (75,751 gross square feet of general
office use and 3,800 gross square feet of basement/mechanical room). The project site has
approximately 273 parking spaces on a surface parking lot that tenants of the building share. Access
to the project is provided along Irvine Avenue to the north and two (2) driveways along Orchard Drive
to the west.
Located on the northwest side of the property (1981 Orchard Drive) is a single-tenant general office
building consisting of the American Institute of Architects (“AIA”) Orange County. The building has
approximately 5,750 gross square feet and 23 dedicated parking spaces. The building and parking
spaces are separate and are not included as part of this project.
PROJECT DESCRIPTION
The project representatives propose to convert the building at 3300 Irvine Avenue to 100% medical
office use. The existing parking lot will be re-striped to provide 131 parking spaces. A two-level
parking structure is planned at the property's southeast corner, adding 202 parking spaces. This will
bring the total number of onsite parking spaces to 333. However, two (2) parking spaces on the surface
lot may be eliminated to accommodate a generator. Therefore, the project assumes a parking
inventory of 331 on-site parking spaces for this analysis.
To accommodate the medical office conversion, the building size will be reduced to 78,229 gross
square feet. This is a slight reduction from the existing 79,551 gross square foot building.
RK20268 // 3223-2024-01 2
Typical medical office tenants will include non-urgent medical/dental routine outpatient care that is
appointment-based. Examples of potential tenants include the following:
• Dental Office
• Physical Therapy
• Chiropractor
• Cosmetic Laser
• Dermatology
• Optometry
• Pediatrics
• Sleep Center
• Urology, etc.
Typical operating hours for the proposed medical office tenants are expected to be weekdays 8:00
AM – 6:00 PM with some tenants operating during the weekends.
The objective of the parking analysis is to determine the adequacy of parking for the proposed
conversion from general office use to medical-dental office use. This will be accomplished by
obtaining observed parking demand counts at local and comparable medical-dental office buildings
and reviewing published data for medical-dental office use.
Exhibit A shows the location map of the project. Exhibit B shows the proposed project’s site plan and
parking area. The exhibits can be found in the Exhibits Section at the end of the report.
CITY OF NEWPORT BEACH PARKING REQUIREMENTS
Based on the City of Newport Beach Municipal Code Chapter 20.40.040 Table 3-10, a parking ratio of
one (1) parking space per 200 square feet (5.0 parking spaces per 1,000 square feet) for medical
office use is required. The project consists of 78,229 gross square feet, the medical office conversion,
and would require 392 parking spaces. Since the proposed project provides 331 parking spaces,
there is a parking code deficiency of 61 parking spaces, or 15.56% deficient per code. Due to the
parking requirement deficiency, representatives of the project are seeking a parking waiver for the
project.
The project may convert a portion of the building area to an “Outpatient Surgery Facility”. This use
requires 1 parking space for every 250 square feet (or 4.0 parking spaces for 1,000 square feet). This
use has a lower parking rate compared to the medical-dental rate of 1 parking space for every 200
square feet (5.0 parking spaces per 1,000 square feet) and as a result would not require additional
parking.
RK20268 // 3223-2024-01 3
Due to the parking code deficiency on site, a parking review of local and comparable medical office
buildings has been completed to determine if adequate parking spaces are provided to serve the
proposed medical office building use.
Table 1 | 3300 Irvine Avenue, Newport Beach
Municipal Parking Code Chapter 20.40.040
(Table 3-10 Off-Street Parking Requirements)
100% Medical Office Use Conversion (Non-Urgent Care)
Land Use Size
(Gross Square Feet) Required Parking Rate1
Required
Number of
Parking
Spaces
Parking Supply
Ratio
(Parking Spaces
per 1,000 SF)
Medical Office 78,229 1 per 200 gross square feet 392
5.00
4.23
Total 78,229 Total Required Parking 392
Total Number of Parking Spaces Provided On-Site2 331
Number of Parking Spaces Deficient per Parking Code -61
Percent of Parking Spaces Deficient per Parking Code -15.56%
1 Fractional parking spaces are rounded up to the next whole space.
2 The existing parking lot will be re-striped to provide 131 parking spaces. Additionally, a two-level parking structure is planned
at the property's southwest corner, adding 202 parking spaces. This will bring the total number of parking spaces to 333.
However, two (2) parking spaces may be eliminated to accommodate a generator. Therefore, for this analysis, the project
assumes a parking inventory of 331 parking spaces.
The project will have a parking ratio of approximately 4.23 parking spaces per 1,000 gross square feet
of building area. This is below the City of Newport Beach parking requirement for medical office
buildings, calculated at one parking space per 200 gross square feet or 5.0 parking spaces per 1,000
gross square feet of building area.
MEDICAL OFFICE BUILDING OBSERVED PARKING STUDY SITES
RK conducted weekday parking surveys at two (2) comparable non-urgent care medical office
buildings to determine a parking rate for the proposed medical-dental office conversion. These
buildings include typical tenants like dentists, dermatologists, and pediatricians, similar to those
expected in the proposed project.
The site locations and survey times were reviewed and approved by City staff before obtaining the
parking demand data.
The counts were conducted by Counts Unlimited Inc. (a third-party data collection company) during
typical conditions. Furthermore, it was confirmed that employees and visitors of the medical office
building study sites exclusively use all the study area parking lots.
RK20268 // 3223-2024-01 4
The parking demand was surveyed from 8:00 AM to 6:00 PM at one (1) hour intervals on a typical
Tuesday, Wednesday, and Thursday in October of 2024. A total of 44 hours of observed parking
counts were completed at both medical office building study sites. The study hours observed reflect
the typical operating hours of the study sites and the proposed project.
The results of the observed parking counts determine the peak parking demand ratio for each site.
The parking ratio is calculated by dividing the peak hourly parking demand by the occupied gross
square feet of the building. As a result, the parking ratio can be applied to the proposed project.
The following two (2) locations were selected as comparable non-urgent care medical office building
study sites:
1. PACIFIC MEDICAL PLAZA: 1640 NEWPORT BOULEVARD, COSTA MESA, CA
The property consists of approximately 76,880 square feet of medical-dental office building. The
building is currently 97.4% occupied. As a result, the building has 74,881 square feet of occupied
medical tenant space. The site includes a total of 457 parking spaces. The City of Costa Mesa parking
requirement is 6 parking spaces per 1,000 square feet.
An aerial of the Pacific Medical Plaza Study Area is located in Exhibit C. The exhibits can be found in
the Exhibits Section at the end of the report.
2. NEWPORT HEIGHTS MEDICAL CAMPUS: 20350-20360 SW BIRCH STREET, NEWPORT
BEACH, CA
The property consists of approximately 61,745 square feet of medical-dental office building. The
building is currently 100% occupied. The site includes 325 parking spaces.
An aerial of the Newport Heights Medical Campus Study Area is located in Exhibit D. The exhibits can
be found in the Exhibits Section at the end of the report.
RK20268 // 3223-2024-01 5
OBSERVED PARKING DEMAND FINDINGS
Wednesday, October 9, 2024 - 1640 Newport Boulevard, Costa Mesa
The peak parking demand, as observed, was at 9:00 AM, with 269 vehicles parked on-site. Given that
the project comprises 74,881 square feet of occupied medical space, the parking rate is calculated to
be 3.59 parking spaces per 1,000 gross square feet of occupied building area. This figure represents
the overall peak parking demand for the analysis.
Table 2 | Medical Office Building Observed Parking Survey
Pacific Medical Plaza (Nonurgent Care)
1640 Newport Boulevard, Costa Mesa, CA
Wednesday, October 9, 20241
Description: 76,880 Square Feet / 97.4% Tenant Occupied
Occupied Square Feet: 74,881
Parking Spaces Provided: 457
Hour Total Parking Inventory Observed
Parking Demand
Observed
Parking Rate
(Vehicles per 1,000 SF)2
1 8:00 AM 112 1.50
2 9:00 AM 269 3.59
3 10:00 AM 238 3.18
4 11:00 AM 244 3.26
5 12:00 PM 210 2.80
6 1:00 PM 184 2.46
7 2:00 PM 206 2.75
8 3:00 PM 228 3.04
9 4:00 PM 215 2.87
10 5:00 PM 91 1.22
11 6:00 PM 27 0.36
Peak Observed Parking Ratio 3.59
Parking Supply Ratio (Parking Spaces per 1,000 SF)3 5.94
1 Hourly parking demand was surveyed during typical hours of operation and typical weather conditions.
2 Parking Rate is based on the number of observed vehicles parked divided by the occupied square feet of the
building.
3 The parking supply ratio is calculated by dividing the parking supply by the total occupied gross square feet of the
building.
RK20268 // 3223-2024-01 6
Thursday, October 10, 2024 – 1640 Newport Boulevard, Costa Mesa
The peak parking demand, as observed, was at 11:00 AM, with 247 vehicles parked on-site. Given that
the project comprises 74,881 square feet of occupied medical space, the parking rate is calculated to
be 3.30 parking spaces per 1,000 gross square feet of occupied building area.
Table 3 | Medical Office Building Observed Parking Survey
Pacific Medical Plaza (Nonurgent Care)
1640 Newport Boulevard, Costa Mesa, CA
Thursday, October 10, 20241
Description: 76,880 Square Feet / 97.4% Tenant Occupied
Occupied Square Feet: 74,881
Parking Spaces Provided: 457
Hour Total Parking Inventory Observed
Parking Demand
Observed
Parking Rate
(Vehicles per 1,000 SF)2
1 8:00 AM 117 1.56
2 9:00 AM 205 2.74
3 10:00 AM 231 3.08
4 11:00 AM 247 3.30
5 12:00 PM 199 2.66
6 1:00 PM 200 2.67
7 2:00 PM 214 2.86
8 3:00 PM 216 2.88
9 4:00 PM 173 2.31
10 5:00 PM 64 0.85
11 6:00 PM 27 0.36
Peak Observed Parking Ratio 3.30
Parking Supply Ratio (Parking Spaces per 1,000 SF)3 5.94
1 Hourly parking demand was surveyed during typical hours of operation and typical weather conditions.
2 Parking Rate is based on the number of observed vehicles parked divided by the occupied square feet of the
building.
3 The parking supply ratio is calculated by dividing the parking supply by the total occupied gross square feet of the
building.
RK20268 // 3223-2024-01 7
Tuesday, October 8, 2024 – 20350-20360 SW Birch Street, Newport Beach
The peak parking demand, as observed, was at 2:00 PM, with 169 vehicles parked on-site. Given that
the project comprises 61,745 square feet of occupied medical space, the parking rate is calculated to
be 2.74 parking spaces per 1,000 gross square feet of occupied building area.
Table 4 | Medical Office Building Observed Parking Survey
Newport Heights Medical Campus (Nonurgent Care)
20350-20360 SW Birch Street, Newport Beach, CA
Tuesday, October 8, 2024
Description: 61,745 Square Feet / 100% Tenant Occupied
Occupied Square Feet: 61,745
Parking Spaces Provided: 325
Hour Total Parking Inventory Observed
Parking Demand
Observed
Parking Rate
(Vehicles per 1,000 SF)2
1 8:00 AM 108 1.75
2 9:00 AM 142 2.30
3 10:00 AM 163 2.64
4 11:00 AM 157 2.54
5 12:00 PM 165 2.67
6 1:00 PM 161 2.61
7 2:00 PM 169 2.74
8 3:00 PM 143 2.32
9 4:00 PM 107 1.73
10 5:00 PM 40 0.65
11 6:00 PM 20 0.32
Peak Observed Parking Ratio 2.74
Parking Supply Ratio (Parking Spaces per 1,000 SF)3 5.26
1 Hourly parking demand was surveyed during typical hours of operation and typical weather conditions.
2 Parking Rate is based on the number of observed vehicles parked divided by the occupied square feet of the
building. 3 The parking supply ratio is calculated by dividing the parking supply by the total occupied gross square feet of the
building.
RK20268 // 3223-2024-01 8
Wednesday, October 9, 2024 – 20350-20360 SW Birch Street, Newport Beach
The peak parking demand, as observed, was at 11:00 AM, with 203 vehicles parked on-site. Given that
the project comprises 61,745 square feet of occupied medical space, the parking rate is calculated to
be 3.29 parking spaces per 1,000 gross square feet of occupied building area.
Table 5 | Medical Office Building Observed Parking Survey
Newport Heights Medical Campus (Nonurgent Care)
20350-20360 SW Birch Street, Newport Beach, CA
Wednesday, October 9, 20241
Description: 61,745 Square Feet / 100% Tenant Occupied
Occupied Square Feet: 61,745
Parking Spaces Provided: 325
Hour Total Parking Inventory Observed
Parking Demand
Observed
Parking Rate
(Vehicles per 1,000 SF)2
1 8:00 AM 101 1.64
2 9:00 AM 175 2.83
3 10:00 AM 197 3.19
4 11:00 AM 203 3.29
5 12:00 PM 179 2.90
6 1:00 PM 167 2.70
7 2:00 PM 165 2.67
8 3:00 PM 139 2.25
9 4:00 PM 104 1.68
10 5:00 PM 41 0.66
11 6:00 PM 17 0.28
Peak Observed Parking Ratio 3.29
Parking Supply Ratio (Parking Spaces per 1,000 SF)3 5.26
1 Hourly parking demand was surveyed during typical hours of operation and typical weather conditions.
2 Parking Rate is based on the number of observed vehicles parked divided by the occupied square feet of the
building. 3 The parking supply ratio is calculated by dividing the parking supply by the total occupied gross square feet of the
building.
RK20268 // 3223-2024-01 9
Table 6 summarizes parking data from both study sites. The peak parking ratio, 3.59 spaces per 1,000
square feet, was recorded on Wednesday, October 9, 2024, at 1640 Newport Boulevard in Costa
Mesa. A 10% increase was added as standard practice to account for parking demand fluctuations,
resulting in a peak parking demand rate of 3.94 parking spaces per 1,000 gross square feet for the
proposed project.
The proposed project will provide 331 parking spaces, equating to 4.23 parking spaces per 1,000
gross square feet of floor area. According to the observed parking analysis, the peak parking demand
ratio is estimated at 3.94 parking spaces per 1,000 gross square feet of occupied building area or 309
parking spaces. Consequently, the project will have approximately 22 available parking spaces, or
7.11%, during peak projected parking demand periods. Therefore, the proposed project provides
a sufficient number of parking spaces to support its conversion into medical office use.
Appendix A contains the raw parking demand data conducted by Counts Unlimited, Inc.
RK20268 // 3223-2024-01 10
Table 6 | 3300 Irvine Avenue, Newport Beach
Summary of Peak Observed Parking Demand
Observed Medical Office Buildings (Nonurgent Care)
Projected 78,229
Square Feet Medical
Office Building
Parking Demand Table Medical Office Building Study Site Peak Hour
Observed Parking Survey Date
Occupied
Square Feet
Peak Observed
Parking Rate
(Parked Vehicles
per 1,000 SF)
2 1640 Newport Boulevard, Costa Mesa, CA Wednesday, October 9, 2024, at 9:00 AM 74.881 3.59 281
3 1640 Newport Boulevard, Costa Mesa, CA Thursday, October 10, 2024, at 11:00 AM 74.881 3.30 259
4 20350-20360 SW Birch Street, Newport Beach, CA Tuesday, October 8, 2024, at 2:00 PM 61.745 2.74 215
5 20350-20360 SW Birch Street, Newport Beach, CA Wednesday, October 9, 2024, at 11:00 AM 61.745 3.29 258
Maximum Observed Parking Demand Rate 3.59 281
Add Parking Demand Fluctuation (10%)1 0.35 28
Peak Parking Demand Rate + 10% 3.94 309
Total Number of Parking Spaces Provided On-Site (Proposed Parking Rate 4.23) 331
Number of Parking Spaces in Surplus per Projected Peak Parking Demand 22
Percent of Parking Spaces in Surplus per Projected Peak Parking Demand 7.11%
1 Ten percent was added to the peak parking demand rate (281 x 10% = 28 parking spaces) to account for potential fluctuations in parking demand.
RK20268 // 3223-2024-01 11
MEDICAL OFFICE TENANT RECOMMENDATIONS
The Institute of Transportation Engineers (ITE) description of a “Land Use 720: Medical-Dental Office
Building” is as follows:
“A medical-dental office building is a facility or clinic with one or more tenants
that provide diagnoses and outpatient care on a routine basis. Tenants range
from individual private physicians and dentists to large medical practices.
Patient visits are by appointment only.”
To provide sufficient parking, representatives of the building shall only tenant the buildings with
nonurgent care medical-dental routine outpatient care type practices as outlined in the ITE Parking
Generation Manual, 6th Edition. These practices typically provide specialized care on an appointment-
only basis. Examples of potential tenants include the following:
Dental Office
Physical Therapy
Chiropractor
Cosmetic Laser
Dermatology
Optometry
Pediatrics
Sleep Center
Urology, etc.
Uses such as urgent care, medical clinics, and other high-turnover operations that generate
higher parking demands should be avoided.
RK20268 // 3223-2024-01 12
PARKING MANAGEMENT PLAN
An effective parking management plan is essential for maximizing the use of on-site parking spaces,
easing congestion, eliminating off-site and overflow parking, and improving safety and accessibility.
Below are recommendations for the project:
1. Reserved Parking for AIA Orange County: 23 parking spaces dedicated to the American
Institute of Architects Orange County at 1981 Orchard Drive should be marked with signs
and/or stencils as reserved. These spaces are exclusively for AIA members, and medical office
visitors and employees are prohibited from using them. Representatives of the proposed
project should contact AIA to coordinate this recommendation before implementation. See
Exhibit E for details.
2. Employee Parking: Encourage employees to park on the south side of the building,
specifically in the upper levels of the new parking structure. This will free up convenient parking
spaces for visitors and patients.
3. Rideshare and Pick-Up/Drop-Off Area: Establish a dedicated parking space near the front
entrance of the building for rideshare services (such as Uber and Lyft) and general pick-up and
drop-off, as detailed in Exhibit E.
4. Promote Alternative Transportation: Share transit opportunities in a common area of the
building to encourage tenants/employees to use carpooling, public transportation, ride-
sharing, and alternative modes of transportation such as walking and bicycling. Post the OCTA
bus schedule and local bus stop locations in a common area. A bus stop (OCTA Bus Line 178)
is located along Irvine Avenue adjacent to the project site. Every OCTA bus is equipped with
at least one (1) bike rack that can carry at least three (3) bikes and is free to use and is accepted
on a first-come, first-serve basis.
5. Bicycle Racks: To encourage bicycle usage, the project will incorporate eighteen (18) long-term
and eighteen (18) short-term bicycle racks. The long-term bicycle racks will be accessible to
employees and located in a secure room activated by a key card or fob. The short-term bicycle
racks will be available for guest use. The bicycle racks will be located on the first floor of the parking
structure and will be available for both visitors and employees as detailed in Exhibit E-1.
6. Recommended Uses: Uses such as urgent care, medical clinics, and other high-turnover
operations that generate higher parking demands should be avoided.
RK20268 // 3223-2024-01 13
CONCLUSIONS
The proposed project provides 331 parking spaces in a parking lot and a new parking structure to
accommodate the conversion to nonurgent care medical office use. Since the building consists of
78,229 gross square feet, the parking ratio is equal to 4.23 parking spaces per 1,000 gross square feet
of building area.
When considering the City of Newport Beach parking requirements, the conversion of 100% of the
total square feet of the building from general office use to medical office use, the project has a code-
required parking deficiency of 61 parking spaces. As a result, an observed parking analysis was
completed at comparable medical office sites to determine if the proposed project has enough
parking to accommodate the nonurgent care medical-dental office conversion.
Based on 44 hours of observed parking data at local and comparable nonurgent care medical office
buildings, the proposed medical office conversion would have an adequate number of parking spaces
available during peak parking demand times at full medical office tenant occupancy.
The project should consist of nonurgent medical office tenants. Uses such as urgent care, medical
clinics, and other high-turnover operations that generate higher parking demands should be avoided.
A parking management plan is included in the project to maximize on-site parking efficiency, ease
congestion, eliminate off-site and overflow parking, and improve safety and accessibility.
Based on the results of the parking analysis and a parking management plan, the project has a
sufficient amount of parking spaces available to accommodate the proposed medical office
conversion.
RK Engineering Group, Inc. appreciates this opportunity to collaborate with REDA Newport Irvine LLC
and the City of Newport Beach on the 3300 Irvine Avenue Medical Office Conversion Parking Review.
If you have any questions regarding this review or need further clarification, please contact us at (949)
474-0809.
Sincerely,
RK ENGINEERING GROUP, INC.
Rogier Goedecke
President
Attachments
Exhibits
rkengineer.com
ENGINEERINGGROUP INC.
Legend
= Project Site Boundary
Exhibit A
Location Map
3223-2024-01
3300 IRVINE AVENUE MEDICAL OFFICE CONVERSION PARKING REVIEW // CITY OF NEWPORT BEACH
N
Irvine
A
v
e
nue
O
r
c
h
a
r
d
D
r
i
v
e
Legend
= Reserved Parking Spaces for AIA Building
Exhibit B
Site Plan
3223-2024-01
3300 IRVINE AVENUE MEDICAL OFFICE CONVERSION PARKING REVIEW // CITY OF NEWPORT BEACH
ENGINEERINGGROUP INC.
N
American
Institute of
Architects (AIA)
23 Spaces Not Part of Project.
202 Spaces.
Available Parking
Surface Lot
Parking Structure
Subtotal
131
202
333
Generator Displacement -2
Total Parking Supply 331
Legend
= Study Site Boundary
Exhibit C
Observed Study Site - Pacific Medical Plaza
1640 Newport Boulevard, Costa Mesa, CA
3223-2024-01
3300 IRVINE AVENUE MEDICAL OFFICE CONVERSION PARKING REVIEW // CITY OF NEWPORT BEACH
ENGINEERINGGROUP INC.
N
Ne
w
p
o
r
t
B
o
u
l
e
v
a
r
d
1 2
1 = Study Site Size - 76,880 S.F.
2 = Provided Parking - 457 Spaces
E
1
6
th
St
Ora
n
g
e
A
v
e
n
u
e
Legend
= Study Site Boundary
Exhibit D
Observed Study Site - Newport Heights Medical Campus
20350-20360 Southwest Birch Street, Newport Beach, CA
3223-2024-01
3300 IRVINE AVENUE MEDICAL OFFICE CONVERSION PARKING REVIEW // CITY OF NEWPORT BEACH
ENGINEERINGGROUP INC.
1 = Study Site Size - 61,745 S.F.
2 = Provided Parking - 325 Spaces
N
Birch Street
SW.
M
e
s
a
D
r
i
v
e
1 2
Legend
= Reserved Parking Spaces for AIA Orange County
Exhibit E
Recommendations
3223-2024-01
3300 IRVINE AVENUE MEDICAL OFFICE CONVERSION PARKING REVIEW // CITY OF NEWPORT BEACH
ENGINEERINGGROUP INC.
N
American
Institute of
Architects (AIA)
23 Reserved Spaces (Not Part of Project).
Bike Rack Locations
(See Exhibit E-1).
Available Parking
Surface Lot
Parking Structure
Subtotal
131
202
333
Generator Displacement -2
Total Parking Supply 331
= Proposed Bike Rack Location (See Exhibit E-1)
Total Bike Parking Supply 36
18
Available Bike Parking
= New Electric Vehicle Parking Spaces
E.V. Spaces (4 Spaces)
= Rideshare Space
18
E.V. Spaces (15 Spaces)
Short-term Bike Parking (Visitor)
Long-term Bike Parking (Employee)
Legend
Exhibit E-1
Recommendations
Parking Structure - Level 1
3223-2024-01
3300 IRVINE AVENUE MEDICAL OFFICE CONVERSION PARKING REVIEW // CITY OF NEWPORT BEACH
ENGINEERINGGROUP INC.
Total Bike Parking Supply 36
18
Available Bike Parking
= New Electric Vehicle Parking Spaces
= Proposed Bike Rack Location
18
N
E.V. Spaces (14 Spaces)
Short-term Bike Parking (18 Spaces)Long-term Bike Parking (18 Spaces)E.V. Spaces (8 Spaces)
Short-term Bike Parking (Visitor)
Long-term Bike Parking (Employee)
rkengineer.com
Appendix A
Counts Unlimited, Inc.
Observed Parking Demand Data
20350-20360 SW Birch Street Medical Office Building
Newport Beach, CA
Tuesday, October 8th, 2024
Inventory 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM
Regular 226 79 105 117 114 120 120 124 102 73 26 13
Handicap 12 1 0 7 2 2 0 4 4 2 2 1
Reserved 56 24 31 33 34 33 29 32 28 23 7 2
Clean Air 25 3 6 6 7 8 10 9 9 9 5 3
Patient Drop Off 6 1 0 0 0 2 2 0 0 0 0 1
Subtotal 325 108 142 163 157 165 161 169 143 107 40 20
Total Occupancy 325 108 142 163 157 165 161 169 143 107 40 20
Total Percent 33%44%50%48%51%50%52%44%33%12%6%
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268
1640 Newport Boulevard Medical Plaza Office Building
Costa Mesa, CA
Wednesday, October 9th, 2024
Inventory 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM
Regular 427 106 247 215 222 193 169 187 204 201 86 25
Handicap 30 6 22 23 22 17 15 19 24 14 5 2
Subtotal 457 112 269 238 244 210 184 206 228 215 91 27
Total Occupancy 457 112 269 238 244 210 184 206 228 215 91 27
Total Percent 25%59%52%53%46%40%45%50%47%20%6%
20350-20360 SW Birch Street Medical Office Building
Newport Beach, CA
Wednesday, October 9th, 2024
Inventory 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM
Regular 226 85 140 152 154 136 127 126 102 71 30 13
Handicap 12 1 2 6 8 3 3 3 4 3 2 1
Reserved 56 13 25 30 30 29 25 27 24 23 6 2
Clean Air 25 1 8 7 11 11 11 8 9 7 3 1
Patient Drop Off 6 1 0 2 0 0 1 1 0 0 0 0
Subtotal 325 101 175 197 203 179 167 165 139 104 41 17
Total Occupancy 325 101 175 197 203 179 167 165 139 104 41 17
Total Percent 31%54%61%62%55%51%51%43%32%13%5%
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268
1640 Newport Boulevard Medical Plaza Office Building
Costa Mesa, CA
Thursday, October 10th, 2024
Inventory 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM
Regular 427 115 192 216 228 184 180 197 196 162 63 27
Handicap 30 2 13 15 19 15 20 17 20 11 1 0
Subtotal 457 117 205 231 247 199 200 214 216 173 64 27
Total Occupancy 457 117 205 231 247 199 200 214 216 173 64 27
Total Percent 26%45%51%54%44%44%47%47%38%14%6%
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268
Planning Commission Resolution No. PC2025-003 Page 24 of 24
07-29-24
EXHIBIT “C”
TRAFFIC IMPACT ANALYSIS
Available separately due to bulk at: https://www.newportbeachca.gov/Pln/PC_TEMP_LINK/PA2024-0070_Traffic_Impact_Analysis.pdf
Docusign Envelope ID: 2FA025FF-02F7-490D-B67E-DFEC9AD2E41D
Tra!c Engineering # Transporta%on Planning # Parking # Noise & Vibra%on
Air Quality # Global Climate Change # Health Risk Assessment
NEWPORT IRVINE MEDICAL OFFICE
(3300 IRVINE AVE)
TRAFFIC IMPACT ANALYSIS
City of Newport Beach
October 8, 2024
prepared by
Bryan Crawford
Giancarlo Ganddini, PE, PTP
GANDDINI GROUP, INC.
555 Parkcenter Drive, Suite 225
Santa Ana, California 92705
(714) 795-3100 | ganddini.com Project No. 19742
NEWPORT IRVINE MEDICAL OFFICE
(3300 IRVINE AVE)
TRAFFIC IMPACT ANALYSIS
City of Newport Beach
October 8, 2024
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
i 19742
TABLE OF CONTENTS
EXECUTIVE SUMMARY ................................................................................................................................................. III
1. INTRODUCTION .................................................................................................................................................... 1
Project Description .......................................................................................................................................................... 1
Study Area ......................................................................................................................................................................... 1
Analysis Scenarios ........................................................................................................................................................... 1
2. METHODOLOGY ................................................................................................................................................... 4
Traffic Phasing Ordinance Analytical Methodology ............................................................................................... 4
Intersection Capacity Utilization Methodology ........................................................................................... 4
Performance Standards ...................................................................................................................................... 4
Substantial Operational Deficiency Criteria .................................................................................................. 5
3. EXISTING CONDITIONS ...................................................................................................................................... 6
Existing Roadway System .............................................................................................................................................. 6
Pedestrian Facilities ......................................................................................................................................................... 6
Bicycle Routes .................................................................................................................................................................. 6
Transit Facilities ................................................................................................................................................................ 6
General Plan Context ..................................................................................................................................................... 6
Existing Traffic Volumes ................................................................................................................................................ 6
Existing Intersection Level of Service......................................................................................................................... 7
4. PROJECT FORECASTS ....................................................................................................................................... 16
Project Trip Generation .............................................................................................................................................. 16
Project Trip Distribution and Assignment .............................................................................................................. 16
5. FUTURE VOLUME FORECASTS ...................................................................................................................... 22
City of Newport Beach Approved Projects ........................................................................................................... 22
Ambient Growth ........................................................................................................................................................... 22
TPO Year 2027 Volume Forecasts .......................................................................................................................... 22
6. TPO ANALYSIS ..................................................................................................................................................... 27
TPO Year 2027 One-Percent Threshold Analysis ............................................................................................... 27
TPO Impact Assessment ............................................................................................................................................. 27
7. CONGESTION MANAGEMENT PROGRAM ................................................................................................. 30
Background .................................................................................................................................................................... 30
CMP-Monitored Intersections .................................................................................................................................. 30
Requirements for Improvements .............................................................................................................................. 30
Criteria for Preparation of CMP Impact Analysis ................................................................................................. 30
8. SITE ACCESS AND CIRCULATION .................................................................................................................. 31
Site Access ...................................................................................................................................................................... 31
On-Site Circulation ....................................................................................................................................................... 31
9. CONCLUSIONS .................................................................................................................................................... 32
Project Trip Generation .............................................................................................................................................. 32
TPO Impact Analysis .................................................................................................................................................... 32
Congestion Management Program .......................................................................................................................... 32
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
ii 19742
APPENDICES
Appendix A Glossary
Appendix B Volume Count Worksheets
Appendix C Level of Service Worksheets
Appendix D Approved Projects List
Appendix E TPO One-Percent Threshold Analysis
LIST OF TABLES
Table 1. Existing (2024) Intersection Levels of Service ............................................................................................. 8
Table 2. Project Trip Generation ................................................................................................................................... 17
Table 3. TPO One-Percent Threshold Analysis Summary ...................................................................................... 28
Table 4. TPO Year 2027 Intersection Levels of Service and Impact Assessment ........................................... 29
LIST OF FIGURES
Figure 1. Project Location Map .......................................................................................................................................... 2
Figure 2. Site Plan .................................................................................................................................................................. 3
Figure 3. Existing Lane Geometry and Intersection Traffic Controls ....................................................................... 9
Figure 4. Existing Pedestrian Facilities .......................................................................................................................... 10
Figure 5. Orange County Transportation Authority System Map ......................................................................... 11
Figure 6. City of Newport Beach General Plan Master Plan of Streets and Highways ................................... 12
Figure 7. City of Newport Beach General Plan Roadway Cross-Sections .......................................................... 13
Figure 8. Existing AM Peak Hour Intersection Turning Movement Volumes ..................................................... 14
Figure 9. Existing PM Peak Hour Intersection Turning Movement Volumes ..................................................... 15
Figure 10. Project Outbound Trip Distribution ............................................................................................................. 18
Figure 11. Project Inbound Trip Distribution ................................................................................................................. 19
Figure 12. Project (Net) AM Peak Hour Intersection Turning Movement Volumes ........................................... 20
Figure 13. Project (Net) PM Peak Hour Intersection Turning Movement Volumes ............................................ 21
Figure 14. TPO Year 2027 Without Project AM Peak Hour Intersection Turning Movement
Volumes ............................................................................................................................................................... 23
Figure 15. TPO Year 2027 Without Project PM Peak Hour Intersection Turning Movement
Volumes ............................................................................................................................................................... 24
Figure 16. TPO Year 2027 With Project AM Peak Hour Intersection Turning Movement Volumes............. 25
Figure 17. TPO Year 2027 With Project PM Peak Hour Intersection Turning Movement Volumes ............. 26
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
iii 19742
EXECUTIVE SUMMARY
The purpose of this study is to evaluate the potential for transportation impacts resulting from development
of the proposed project in the context of the City of Newport Beach’s discretionary authority for conformance
with locally established operational standards. Although this is a technical report, effort has been made to
write the report clearly and concisely. A glossary is provided in Appendix A to assist the reader with terms
related to transportation engineering.
This study was prepared in consultation with City of Newport Beach staff and in accordance with the
procedures and methodologies for assessing transportation impacts established by the City of Newport Beach.
To assess the project’s conformance with local operational standards, this study evaluates the project’s effect
on traffic operations in accordance with the City’s Traffic Phasing Ordinance (TPO) and, if necessary, identifies
recommended improvements or corrective measures to alleviate operational deficiencies substantially caused
or worsened by the proposed project. In addition to existing (2024) conditions, this report analyzes forecast
traffic conditions for year 2027 (one year after project opening).
Project Description
The 3.24-acre project site is addressed at 3300 Irvine Avenue, generally situated east of Irvine Avenue and
north of Orchard Drive, in the City of Newport Beach, California. The project site is currently developed with
an existing 79,551 square foot office building (containing 61,365 square feet of general office and 18,186
square feet of medica/dental office) and surface level parking.
The proposed project involves construction of a parking structure and remodel to convert the existing building
to 78,229 gross square feet of medical office uses. Vehicular access is proposed to be maintained at Irvine
Avenue via the existing project driveway and at Orchard Drive via two existing driveways. The proposed
project is anticipated to be fully operational by year 2026.
Existing Conditions
The study intersections currently operate at Levels of Service D or better during the peak hours for Existing
(2024) conditions.
Project Trip Generation
The existing project site land use is estimated to generate approximately 1,320 daily trips, including 150 trips
during the AM peak hour and 160 trips during the PM peak hour. The proposed project site land use is forecast
to generate approximately 2,816 daily trips, including 243 trips during the AM peak hour and 307 trips during
the PM peak hour. Therefore, the proposed project is forecast to result in a net increase of approximately
1,496 net new daily trips, including 93 net new trips during the AM peak hour and 147 net new trips during
the PM peak hour.
TPO Impact Analysis
The addition of project-generated trips is not forecast to cause any study intersection to operate deficiently
(Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity;
therefore, the proposed project is forecast to result in no Level of Service impacts at the study intersections
for TPO Year 2027 With Project conditions and no improvements are required.
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
iv 19742
Congestion Management Program (CMP)
Since the proposed project has indirect access to a CMP facility (e.g., MacArthur Boulevard or Jamboree Road)
and is forecast to generate less than 2,400 net new daily trips, the proposed project does not satisfy the
criteria for preparation of a separate CMP impact analysis.
Site Access and Circulation
Vehicular access is proposed to be maintained at Irvine Avenue via one existing driveway and at Orchard
Drive via two existing driveways.
There is an existing two-way left turn median on Irvine Avenue which currently allows full access at the project
driveway. The trip distribution patterns used for the project trip assignment in this analysis assume right in/out
only access at the project driveway on Irvine Avenue. This provides a conservative assessment of potential
impacts to adjacent streets since additional project trips are assigned to the intersection of Irvine
Avenue/Orchard Drive. Full access at the project driveway on Irvine Avenue may continue to be permitted
subject to compliance with City of Newport Beach standards.
Based on the forecast project trip distribution patterns, the majority of peak hour project trips are expected
to access the site via the project driveways at Orchard Drive. Orchard Drive is an unclassified local street with
relatively low volume that connects local businesses in the project vicinity and low-density residential to the
east with other arterial and regional roadways. Traffic flow along Orchard Drive at the project driveway will
operate in free-flow conditions. Right turns into the project site from Orchard Drive will have no conflicting
vehicular movements and are therefore expected to cause minimal to no delays along Orchard Drive. Left
turns into the project site may cause minor delays for following through vehicles; however, queues are
expected to be minimal due to the relatively low inbound project trip generation, relatively low conflicting
volumes along Orchard Drive, and multiple site access points.
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
1 19742
1. INTRODUCTION
This section describes the project location, project description, study area, and analysis scenarios.
PROJECT DESCRIPTION
The 3.24-acre project site is addressed at 3300 Irvine Avenue, generally situated east of Irvine Avenue and
north of Orchard Drive, in the City of Newport Beach, California. The project site is currently developed with
an existing 79,551 square foot office building (containing 61,365 square feet of general office and 18,186
square feet of medica/dental office) and surface level parking. Figure 1 shows the project location map.
The proposed project involves construction of a parking structure and remodel to convert the existing building
to 78,229 gross square feet of medical office uses. Vehicular access is proposed to be maintained at Irvine
Avenue via the existing project driveway and at Orchard Drive via the two existing driveways. The proposed
project is anticipated to be fully operational by year 2026. Figure 2 illustrates the project site plan.
STUDY AREA
Based on scoping discussions with City of Newport Beach staff, the study area consists of the following study
intersections within the City of Newport Beach, four of which share jurisdiction with the City of Irvine or
County of Orange:
Study Intersections1 Jurisdiction
1. MacArthur Boulevard (NS) at Campus Drive (EW) Newport Beach/Irvine
2. MacArthur Boulevard (NS) at Birch Street (EW) Newport Beach
3. MacArthur Boulevard (NS) at Jamboree Road (EW) Newport Beach/Irvine
4. Campus Drive (NS) at Bristol Street North (EW) Newport Beach
5. Irvine Avenue/Campus Drive (NS) at Bristol Street South (EW) Newport Beach
6. Birch Street (NS) at Bristol Street North (EW) Newport Beach
7. Birch Street (NS) at Bristol Stret South (EW) Newport Beach
8. Jamboree Road (NS) at Bristol Street North (EW) Newport Beach
9. Jamboree Road (NS) at Bristol Street South (EW) Newport Beach
10. Irvine Avenue (NS) at Orchard Drive (EW) Newport Beach
11. Birch Street (NS) at Orchard Drive (EW) Newport Beach
12. Mesa Drive (NS) at Birch Street (EW) Newport Beach
13. Acacia Street (NS) at Birch Street (EW) Newport Beach
14. Irvine Avenue (NS) at Mesa Drive (EW) Newport Beach/Orange County
15. Irvine Avenue (NS) at University Drive (EW) Newport Beach/Orange County
ANALYSIS SCENARIOS
In accordance with the City of Newport Beach Traffic Phasing Ordinance (TPO), this traffic report evaluates
the following analysis scenarios based on one year after the anticipated project opening year:
a) Existing (2024) Conditions;
b) TPO Year 2027 Without Project; and
c) TPO Year 2027 With Project
1 (NS) = North-South roadway; (EW) = East-West roadway
1
Figure 1
Project Location Map
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
N
73
Site
IRVINE AVE
C A M PUS D R
BIRC H ST
ME
SA DR
M
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B
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ST S
MACARTHUR BLVD
JA M B O R EE R D
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Figure 2
Site Plan
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742NTHREE STORY MEDICAL OFFICE BUILDING
138.0
137.0
OR
C
H
A
R
D
D
R
12
5
'
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"
10
'
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300
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123456789101112
13
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62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 8061 93 94 95 96
97 98 99
8281
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90 91
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100
101 102 103
104
92
124
125
126
118
122.0
104.0122.0
104.0
019.0
NEW PARKING
STRUCTURE
10'-1" (TO P.L.)289'-0"133'-2"
432'-3"
330
'
-
3
"
314'-3"
117
10'
-
5
"
130.0132.0
014.0
124.0
24'-11" (TO P.L.)
171'-11"
ASSUMED P.L.
ASSUMED P.L.
121'-9"
013.0013.0
013.0
013.0
013.0
002.0
002.0
002.0
002.0 137.0
137.0
002.0
002.0 002.0
002.0
002.0
002.0
002.0 002.0
137.0002.0
002.0
002.0 002.0
002.0
002.0
002.0
002.0
002.0
002.0
002.0
002.0
002.0
002.0
137.0
133.0
134.0
131.0
014.0015.0
002.0 002.0
025.0 025.0
025.0
002.0
014.0
104.0
104.0
104.0
137.0
114.0
MIN.18'-0"
108
'
-
2
"
(
T
O
P
.
L
.
)
45'
-
5
"
(
T
O
P
.
L
.
)
136.0136.0
013.0 134.0
032.0
132.0
7'-3
"
14
'
-
7
"
27'
-
4
"
4'-1
1
"
93'
-
5
"
5'-
3
"
23
'
-
1
1
"
18'
-
0
"
29'-1"25'-9"41'-2"26'-1"
2'-0
"
(
T
O
P
L
.
)
136.0
138.0
028.0
027.0
001.0
034.0
034.0 034.0
8'-8"5'-0"11'-3"
135.0
030.0
002.0 035.0
027.0
034.0TYP.
8'-6"
TYP.16'-3"
035.0
4'-0"
4'-2"
14'-0"28'-10"27'-6"7'-3"
77'-4" (TO PL.)
034.0
001.0
001.0
001.0
001.0
035.0035.0035.0
TYP.035.0
035.0
035.0
TYP.035.0
210'-10"(TOP.L.)
39
50
83
84
122
150.0
392 SF.
TYP.
10'-0"
TYP.
18'-0"
TYP.
9'-0"
TYP.
18'-0"
29'-8"22'-7"5'-8"16'-3"
23'-5"
3
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
4 19742
2. METHODOLOGY
This section discusses the analysis methodologies used to assess transportation facility performance as
adopted by the respective jurisdictional agencies.
TRAFFIC PHASING ORDINANCE ANALYTICAL METHODOLOGY
To establish consistency with the City of Newport Beach General Plan and other City requirements, all
proposed land use projects generating 300 or more daily trips are required to prepare a Level of Service
analysis for transportation impacts consistent with Chapter 15.40 (Traffic Phasing Ordinance) of the City of
Newport Beach Municipal Code. The TPO requires assessment of development project impacts on the City’s
arterial circulation system based on the Intersection Capacity Utilization (ICU) methodology.
Intersection Capacity Utilization Methodology
In accordance with City of Newport Beach requirements, level of service analysis of signalized intersections
is based on the ICU methodology. The ICU methodology compares the volume of traffic using the intersection
to the capacity of the intersection. The resulting volume-to-capacity (V/C) ratio represents that portion of the
hour required to provide sufficient capacity to accommodate all intersection traffic if all approaches operate
at capacity. The volume-to-capacity ratio is then correlated to a performance measure known as level of
service based on the following thresholds:
Level of Service Volume/Capacity Ratio
A ≤ 0.60
B > 0.60 to ≤ 0.70
C > 0.70 to ≤ 0.80
D > 0.80 to ≤ 0.90
E > 0.90 to ≤ 1.00
F > 1.00
Source: Transportation Research Board, Interim Materials on Highway Capacity, Transportation Research Circular No. 212, January 1980.
Level of service is used to qualitatively describe the performance of a roadway facility, ranging from Level of
service A (free-flow conditions) to Level of Service F (extreme congestion and system failure).
The ICU and Level of Service calculations for this study were performed using the Traffix software. In
accordance with City of Newport Beach TPO requirements, the ICU calculations assume a lane capacity of
1,600 vehicles per hour per lane and no factor for yellow time. The project-related increase in ICU is rounded
to three decimal places and then rounded to two decimal places.
Performance Standards
The City of Newport Beach has established Level of Service D as the minimum acceptable Level of Service
for its arterial roadway system, except at the following locations where Level of Service E or better is
acceptable:
Any intersection in the Airport Area shared with City of Irvine;
Dover Drive at Coast Highway; and
Any intersections in Corona Del Mar.
4
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
5 19742
Substantial Operational Deficiency Criteria
In accordance with the City’s TPO, the following criteria are used to determine if a proposed project will result
in a substantial Level of Service impact and is required to provide improvements/corrective measures:
A substantial project impact is defined to occur if the addition of project-generated trips is forecast to
cause/worsen a deficient intersection operation (generally Level of Service E or F) and increase the
intersection capacity utilization by one percent or more of capacity (i.e., V/C increases by 0.010 or more).
If a project is forecast to cause or worsen a substantial Level of Service impact, the project must construct or
provide funding for improvements, to the extent feasible, such that the project-related increase in capacity
utilization does not exceed the City-established criteria.
5
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
6 19742
3. EXISTING CONDITIONS
This section describes the existing transportation setting in the project vicinity.
EXISTING ROADWAY SYSTEM
Figure 3 identifies the lane geometry and intersection traffic controls for existing conditions based on a field
survey of the study area. Regional access to the project area is provided by the San Joaquin Hills Corridor
(State Route 73) freeway north of the project site running between Bristol Street North and Bristol Street
South. The key north-south roadways providing local circulation are Irvine Avenue, Campus Drive, Acacia
Street, Birch Street, MacArthur Boulevard, and Jamboree Road. The key east-west roadways providing local
circulation are Bristol Street North, Bristol Street South, Orchard Drive, Mesa Drive, and University Drive.
PEDESTRIAN FACILITIES
Existing pedestrian facilities in the project vicinity are shown on Figure 4.
BICYCLE ROUTES
On-street bicycle facilities are provided in the project area along Irvine Avenue. Irvine Avenue adjacent to the
project site has Class II Bike Lane (On-Road Striped). Also, Irvine Avenue (east side) from Orchard Avenue to
Bristol Street allows bicycle riding on the sidewalk. Roadways that provide on-street bicycle facilities near the
project site include Campus Drive, Bristol Street North, Bristol Street South, Birch Street, and Mesa Drive.
TRANSIT FACILITIES
Figure 5 shows the existing transit routes available in the project vicinity. As shown on Figure 5, Orange
County Transportation Authority Community Route 178 services MacArthur Boulevard near the project site.
GENERAL PLAN CONTEXT
Figure 6 shows the City of Newport Beach General Plan Master Plan of Streets and Highways roadway
classifications map. This figure shows the nature and extent of arterial and collector highways that are needed
to adequately serve the ultimate development depicted by the Land Use Element of the General Plan. The
City of Newport Beach General Plan roadway cross-sections are depicted on Figure 7.
EXISTING TRAFFIC VOLUMES
Existing peak hour intersection volumes were developed from intersection turning movement counts collected
in March 2023, and February, March, May, and July 2024 during typical weekday AM and PM peak periods
of commuter traffic. The AM peak period was counted between 7:00 AM and 9:00 AM and the PM peak
period was counted between 4:00 PM and 6:30 PM. The actual peak hour within the peak period is the four
consecutive 15-minute periods with the highest total volume of all approaches. Thus, the PM peak hour at
one intersection may occur at 4:45 PM to 5:45 PM if those four consecutive 15-minute periods have the
highest combined volume. Count worksheets are provided in Appendix B.
Based on the project’s application date, existing volume and Level of Service conditions were established for
year 2024. Intersection volumes collected prior to 2024 were adjusted by applying the City’s Regional Traffic
Annual Growth Rate of one percent (1.0%) per year to the measured volumes along applicable arterial
highways (Irvine Avenue, Jamboree Road, and MacArthur Boulevard). This equates to a growth factor of 1.01
along those arterials with counts conducted in 2023. Intersection volumes shown in the figures and Level of
Service calculations are based on the measured count data with the adjustments for Existing (2024) conditions
as described herein.
6
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
7 19742
Figure 8 and Figure 9 show the Existing AM peak hour and PM peak hour intersection turning movement
volumes.
EXISTING INTERSECTION LEVEL OF SERVICE
Existing intersection Levels of Service are summarized in Table 1. Detailed Level of Service worksheets are
provided in Appendix C.
As shown in Table 1, the study intersections currently operate at Levels of Service D or better during the peak
hours for Existing (2024) conditions.
7
V/C2 LOS3 V/C2 LOS3
1.MacArthur Blvd (NS) at Campus Dr (EW)4 TS 0.36 A 0.51 A
2. MacArthur Blvd (NS) at Birch St (EW)TS 0.27 A 0.33 A
3.MacArthur Blvd (NS) at Jamboree Rd (EW)4 TS 0.47 A 0.52 A
4. Campus Dr (NS) at Bristol St North (EW)TS 0.40 A 0.53 A
5. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)TS 0.56 A 0.45 A
6. Birch St (NS) at Bristol St North (EW)TS 0.50 A 0.50 A
7. Birch St (NS) at Bristol St South (EW)TS 0.38 A 0.35 A
8. Jamboree Rd (NS) at Bristol St North (EW)TS 0.32 A 0.39 A
9. Jamboree Rd (NS) at Bristol St South (EW)TS 0.59 A 0.54 A
10. Irvine Ave (NS) at Orchard Dr (EW)TS 0.29 A 0.43 A
11. Birch St (NS) at Orchard Dr (EW)TS 0.24 A 0.30 A
12. Mesa Dr (NS) at Birch St (EW)TS 0.18 A 0.22 A
13. Acacia St (NS) at Birch St (EW)TS 0.14 A 0.22 A
14. Irvine Ave (NS) at Mesa Dr (EW)TS 0.36 A 0.45 A
15. Irvine Ave (NS) at University Dr (EW)TS 0.52 A 0.54 A
Notes:
(1) TS = Traffic Signal
(2) V/C = Volume/Capacity
(3) LOS = Level of Service
(4) Level of Service E is acceptable; shared jurisdiction with City of Irvine.
ID Study Intersection
Traffic
Control1
PM Peak HourAM Peak Hour
Table 1
Existing (2024) Intersection Levels of Service
Newport Irvine Medical Office (3300 Irvine Avenue)
Traffic Impact Analysis
197428
Figure 3
Existing Lane Geometry and Intersection Traffic Controls
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
N
73
Site
IRVINE AVE
C A M PUS D R
BIRC H ST
ME
SA DR
M
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A DR
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ST N
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MacArthur Blvd (NS)/
Campus Dr (EW)
2
MacArthur Blvd (NS)/
Birch St (EW)
3
MacArthur Blvd (NS)/
Jamboree Rd (EW)
4
Campus Dr (NS)/
Bristol St N (EW)
5
Irvine Ave (NS)/
Bristol St S (EW)
6
Birch St (NS)/
Bristol St N (EW)
7
Birch St (NS)/
Bristol St S (EW)
8
Jamboree Rd (NS)/
Bristol St N (EW)
9
Jamboree Rd (NS)/
Bristol St S (EW)
10
Irvine Ave (NS)/
Orchard Dr (EW)
11
Birch St (NS)/
Orchard Dr (EW)
12
Mesa Dr (NS)/
Birch St (EW)
13
Acacia St (NS)/
Mesa Dr (EW)
14
Irvine Ave (NS)/
Mesa Dr (EW)
15
Irvine Ave (NS)/
University Dr (EW)
F
RT
O
F
F
RTO
#U
#D
Legend
Free Right Turn Lane
Right Turn Overlap
Existing Lane
#-Lane Undivided Roadway
#-Lane Divided Roadway
Traffic Signal
4D
4D
6D
6D
6D
4D
4D
4D
8D
8D
6D
6D
7D
7D
8D
4D
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4D
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2U
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2U
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2U
4
4
4
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FREE
SP
L
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Split Signal PhasingSPLIT
9
Figure 4
Existing Pedestrian Facilities
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
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I R V I N E A V E
BIR C H ST
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A C A CIA ST
Sidewalk
Legend
Cross Walk
Bus StopB
B
Site
10
Figure 5
Orange County Transportation Authority System Map
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
N
Source: Orange County Transportation Authority
Project Location
11
Figure 6
City of Newport Beach General Plan Master Plan of Streets and Highways
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
Source: City of Newport Beach
N
Project Location
12
Figure 7
City of Newport Beach General Plan Roadway Cross-Sections
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
Source: City of Newport Beach
13
Figure 8
Existing AM Peak Hour Intersection Turning Movement Volumes
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
N
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Site
IRVINE AVE
C A M PUS D R
BIRC H ST
ME
SA DR
M
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A DR
B
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ST N
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O
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ST S
MACARTHUR BLVD
JA M B O R EE R D
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Study Intersection
Legend
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MacArthur Blvd (NS)/
Campus Dr (EW)
49
40
036
16
8
70
8
27
1
38545667
2419932
2
MacArthur Blvd (NS)/
Birch St (EW)
32
46
461
4852
3
20
4
7017359
1412430
3
MacArthur Blvd (NS)/
Jamboree Rd (EW)
10
8
92
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31
6
7037
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34
0
355727154
336678130
4
Campus Dr (NS)/
Bristol St N (EW)
38
0
11
4
9
24
2
14
9
259778185
5
Irvine Ave (NS)/
Bristol St S (EW)
68
7
23
8
9041
0
8051465415
6
Birch St (NS)/
Bristol St N (EW)
94
70
6
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1
10
5
4071114228
7
Birch St (NS)/
Bristol St S (EW)
23
6
24
2
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4
39
7
5651035221
8
Jamboree Rd (NS)/
Bristol St N (EW)
59
5
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1
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55
1
68
7
43
2
9
Jamboree Rd (NS)/
Bristol St S (EW)
15
4
0
23
73
8
8243651284
10
Irvine Ave (NS)/
Orchard Dr (EW)
0
89
152
11
7
71
0
36
34
11
Birch St (NS)/
Orchard Dr (EW)
3
36
940
5927
9
10
0
3798
163655
12
Mesa Dr (NS)/
Birch St (EW)
3607
302
542433
812317
13
Acacia St (NS)/
Mesa Dr (EW)
27
40461
1555
14
Irvine Ave (NS)/
Mesa Dr (EW)
85
92
7
28
3
765
3
43
102226182
126227
15
Irvine Ave (NS)/
University Dr (EW)
12
7
11
4
5
57
6279
8
64
12769186
232823
14
Figure 9
Existing PM Peak Hour Intersection Turning Movement Volumes
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
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Site
IRVINE AVE
C A M PUS D R
BIRC H ST
ME
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MACARTHUR BLVD
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Campus Dr (EW)
12
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417
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64
8
34
4
25932655
30654108
2
MacArthur Blvd (NS)/
Birch St (EW)
51
52
024
3155
7
99
20116019
38243139
3
MacArthur Blvd (NS)/
Jamboree Rd (EW)
20
6
80
7
28
4
15
4
10
0
5
38
3
31480832
431694108
4
Campus Dr (NS)/
Bristol St N (EW)
49
0
63
7
59
6
55
1
257160389
5
Irvine Ave (NS)/
Bristol St S (EW)
63
5
24
1
15
2
70
2
451826460
6
Birch St (NS)/
Bristol St N (EW)
16
1
27
6
33
0
52
7
4191367128
7
Birch St (NS)/
Bristol St S (EW)
23
9
27
4
18
8
46
0
253894105
8
Jamboree Rd (NS)/
Bristol St N (EW)
61
7
15
3
8
93
4
64
5
64
0
9
Jamboree Rd (NS)/
Bristol St S (EW)
20
2
5
71
64
7
738566901
10
Irvine Ave (NS)/
Orchard Dr (EW)
0
76
313
3613
4
2
72
164
11
Birch St (NS)/
Orchard Dr (EW)
4
26
020
5858
4
61
40116
246056
12
Mesa Dr (NS)/
Birch St (EW)
3006
905
015648
156045
13
Acacia St (NS)/
Mesa Dr (EW)
829
4196
6354
14
Irvine Ave (NS)/
Mesa Dr (EW)
78
56
4
13
2
1491
0
32
1
5643145
31024021
15
Irvine Ave (NS)/
University Dr (EW)
11
2
73
831
4711
2
3
14
6
7949130
395158
15
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
16 19742
4. PROJECT FORECASTS
This section describes how project trip generation, trip distribution, and trip assignment forecasts were
developed. The forecast project volumes are illustrated on figures contained in this section.
PROJECT TRIP GENERATION
Table 2 shows the project trip generation based upon trip generation rates obtained from the Institute of
Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021). Based on review of the ITE land
use description, trip generation rates for general office building (Land Use Code 710) and medical-dental office
building (Land Use Code 720) were determined to adequately represent the existing and proposed land uses
and were selected for use in this analysis. The project trip generation forecast is determined by multiplying
the trip generation rates by the land use quantities.
As shown in Table 2, the existing project site land uses are estimated to generate approximately 1,320 daily
trips, including 150 trips during the AM peak hour and 160 trips during the PM peak hour. The proposed
project site land use is forecast to generate approximately 2,816 daily trips, including 243 trips during the AM
peak hour and 307 trips during the PM peak hour. Therefore, the proposed project is forecast to result in a
net increase of approximately 1,496 net new daily trips, including 93 net new trips during the AM peak hour
and 147 net new trips during the PM peak hour.
PROJECT TRIP DISTRIBUTION AND ASSIGNMENT
Figure 10 and Figure 11 show the forecast directional distribution patterns for the project generated trips.
The project trip distribution patterns were developed in consultation with City of Newport Beach staff based
on review of existing volume data, surrounding land uses, and the local and regional roadway facilities in the
project vicinity.
It is noted that there is an existing two-way left turn median on Irvine Avenue which currently allows full
access at the project driveway. The trip distribution patterns used for the project trip assignment in this
analysis assume right in/out only access at the project driveway on Irvine Avenue. This provides a conservative
assessment of potential impacts to adjacent streets since additional project trips are assigned to the
intersection of Irvine Avenue/Orchard Drive.
The project-generated AM and PM peak hour intersection turning movement volumes are shown on Figure
12 and Figure 13.
16
% In % Out Rate % In % Out Rate
General Office Building ITE 710 TSF 88%12%1.52 17%83%1.44 10.84
Medical-Dental Office (Stand-Alone)ITE 720 TSF 79%21%3.10 30%70%3.93 36.00
In Out Total In Out Total
Existing
General Office Building 61.365 TSF 82 11 93 15 74 89 665
Medical-Dental Office (Stand-Alone)18.186 TSF 45 12 57 21 50 71 655
Subtotal 127 23 150 36 124 160 1,320
Proposed
Medical-Dental Office (Stand-Alone)78.229 TSF 192 51 243 92 215 307 2,816
NET PROJECT TRIPS GENERATED +65 +28 +93 +56 +91 +147 +1,496
Notes:
(1) ITE = Institute of Transportation Engineers Trip Generation Manual (11th Edition, 2021); ### = Land Use Code
(2) TSF = Thousand Square Feet (Gross Floor Area)
Daily
Trip Generation Rates
Trips Generated
Daily
Table 2
Project Trip Generation
Land Use Quantity Unit2
AM Peak Hour PM Peak Hour
Land Use Source1 Unit2
AM Peak Hour PM Peak Hour
Newport Irvine Medical Office (3300 Irvine Avenue)
Traffic Impact Analysis
1974217
Figure 10
Project Outbound Trip Distribution
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
N
73
Site
IRVINE AVE
C A M PUS D R
BIRC H ST
ME
SA DR
M
ES
A DR
B
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L
ST N
B
RIST
O
L
ST S
MACARTHUR BLVD
O
R
C
H
A
R
D D
R
A C A CIA STU
NIVE
RSITY D
R
15%
10%
5%50%
35%
25%
10%
5%
10%
45%
15% 5% 15%
10%
Percent From Project
Legend
10%
JA MB O R EE R D
5%
18
Figure 11
Project Inbound Trip Distribution
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
N
73
SiteIRVINE AVE
C A M PUS D R
BIRC H ST
ME
SA DR
M
ES
A DR
B
RIST
O
L
ST N
B
RIST
O
L
ST S
MACARTHUR BLVD
O
R
C
H
A
R
D D
R
A C A CIA STU
NIVE
RSITY D
R
15%
30%
5%
55%
5%
25%
5%
10%
40%
15% 15%
10%
Percent To Project
Legend
10%
JA MB O R EE R D
5%
10%
10%90%
20%
10%
5%
45%
19
Figure 12
Project (Net) AM Peak Hour Intersection Turning Movement Volumes
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
N
73
Site
IRVINE AVE
C A M PUS D R
BIRC H ST
ME
SA DR
M
ES
A DR
B
RIST
O
L
ST N
B
RIST
O
L
ST S
MACARTHUR BLVD
JA M B O R EE R D
O
R
C
H
A
R
D D
R
A C A CIA ST
Study Intersection
Legend
#
14
10
13 12
11
5
7
4
6
1
2
8
9
3
15
U
NIVE
RSITY D
R
1
MacArthur Blvd (NS)/
Campus Dr (EW)
000
007
300
000
2
MacArthur Blvd (NS)/
Birch St (EW)
000
000
010
030
3
MacArthur Blvd (NS)/
Jamboree Rd (EW)
1000
000
034
070
4
Campus Dr (NS)/
Bristol St N (EW)
73
70 000
5
Irvine Ave (NS)/
Bristol St S (EW)
100
07
0313
6
Birch St (NS)/
Bristol St N (EW)
01
30 2900
7
Birch St (NS)/
Bristol St S (EW)
113
033
003
8
Jamboree Rd (NS)/
Bristol St N (EW)
1070
016
9
Jamboree Rd (NS)/
Bristol St S (EW)
100
0
714
10
Irvine Ave (NS)/
Orchard Dr (EW)
070
200 3
0
11
Birch St (NS)/
Orchard Dr (EW)
000
0036
1400
000
12
Mesa Dr (NS)/
Birch St (EW)
000
000
000
000
13
Acacia St (NS)/
Mesa Dr (EW)
01
30
00
14
Irvine Ave (NS)/
Mesa Dr (EW)
073
030
000
100
15
Irvine Ave (NS)/
University Dr (EW)
0100
040
000
000
20
Figure 13
Project (Net) PM Peak Hour Intersection Turning Movement Volumes
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
N
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Site
IRVINE AVE
C A M PUS D R
BIRC H ST
ME
SA DR
M
ES
A DR
B
RIST
O
L
ST N
B
RIST
O
L
ST S
MACARTHUR BLVD
JA M B O R EE R D
O
R
C
H
A
R
D D
R
A C A CIA ST
Study Intersection
Legend
#
14
10
13 12
11
5
7
4
6
1
2
8
9
3
15
U
NIVE
RSITY D
R
1
MacArthur Blvd (NS)/
Campus Dr (EW)
000
006
900
000
2
MacArthur Blvd (NS)/
Birch St (EW)
000
000
050
030
3
MacArthur Blvd (NS)/
Jamboree Rd (EW)
800
000
0914
060
4
Campus Dr (NS)/
Bristol St N (EW)
239
60 000
5
Irvine Ave (NS)/
Bristol St S (EW)
320
06
0311
6
Birch St (NS)/
Bristol St N (EW)
05
30 2500
7
Birch St (NS)/
Bristol St S (EW)
541
028
003
8
Jamboree Rd (NS)/
Bristol St N (EW)
8230
014
9
Jamboree Rd (NS)/
Bristol St S (EW)
80
0
23514
10
Irvine Ave (NS)/
Orchard Dr (EW)
060
170 9
0
11
Birch St (NS)/
Orchard Dr (EW)
000
0031
4600
000
12
Mesa Dr (NS)/
Birch St (EW)
000
000
000
000
13
Acacia St (NS)/
Mesa Dr (EW)
05
30
00
14
Irvine Ave (NS)/
Mesa Dr (EW)
063
090
000
500
15
Irvine Ave (NS)/
University Dr (EW)
080
0140
000
000
21
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
22 19742
5. FUTURE VOLUME FORECASTS
This section describes how future volume forecasts for the TPO scenarios were developed. Forecast study
area volumes are illustrated on figures contained in this section.
CITY OF NEWPORT BEACH APPROVED PROJECTS
The City of Newport Beach staff provided a list of approved projects within the study area for use in the TPO
analysis. The approved project list consists of future developments that have been approved, but have not
been fully constructed and occupied. The approved project data is contained in Appendix D.
Trips associated with the following 19 projects are included in the TPO analysis:
Fashion Island Expansion
Temple Bat Yahm Expansion
Hoag Hospital Phase III
St. Mark Presbyterian Church
2300 Newport Blvd (Vue)
Hoag Health Center 500-540 Superior
North Newport Center
Back Bay Landing 300 ECH
Balboa Marina West
Newport Crossings
Museum House – Vivante Senior Center
Uptown Newport: Phase 1 – Trans Devel Rights (TDR)
Uptown Newport: Phase 2 only
Residences at 4400 VK
Picerne Residential (1300 Bristol St N)
2510 WCH Residential and Mother’s Market
Pacifica Christian HS
1400 Bristol St N Residences
Sage Hill Middle School Expansion
AMBIENT GROWTH
To account for ambient growth on roadways, existing volumes were increased by a growth rate of one percent
(1.0%) per year through year 2027 along applicable arterial highways (Irvine Avenue, Jamboree Road, and
MacArthur Boulevard) in accordance with the City of Newport Beach Regional Traffic Annual Growth Rate.
This equates to a growth factor of 1.03 along arterials with counts conducted in 2024 and 1.04 along arterials
with counts conducted in 2023.
TPO YEAR 2027 VOLUME FORECASTS
TPO Year 2027 Without Project volume forecasts were developed by adding ambient growth and approved
projects trips to existing volumes. TPO Year 2027 Without Project AM and PM peak hour intersection turning
movement volumes are shown on Figure 14 and Figure 15.
TPO Year 2027 With Project volume forecasts were developed by adding project-generated trips to TPO
Year 2027 Without Project volumes. TPO Year 2027 With Project AM and PM peak hour intersection turning
movement volumes are shown on Figure 16 and Figure 17.
22
Figure 14
TPO Year 2027 Without Project
AM Peak Hour Intersection Turning Movement Volumes
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
N
73
Site
IRVINE AVE
C A M PUS D R
BIRC H ST
ME
SA DR
M
ES
A DR
B
RIST
O
L
ST N
B
RIST
O
L
ST S
MACARTHUR BLVD
JA M B O R EE R D
O
R
C
H
A
R
D D
R
A C A CIA ST
Study Intersection
Legend
#
14
10
13 12
11
5
7
4
6
1
2
8
9
3
15
U
NIVE
RSITY D
R
1
MacArthur Blvd (NS)/
Campus Dr (EW)
51
50
637
17
5
76
3
27
1
38245667
2419937
2
MacArthur Blvd (NS)/
Birch St (EW)
33
49
462
6256
7
21
0
11018659
1413380
3
MacArthur Blvd (NS)/
Jamboree Rd (EW)
99
96
4
33
0
7641
8
36
6
375793163
387807145
4
Campus Dr (NS)/
Bristol St N (EW)
37
3
11
5
3
24
2
14
9
276878185
5
Irvine Ave (NS)/
Bristol St S (EW)
69
9
24
3
9042
6
8101460402
6
Birch St (NS)/
Bristol St N (EW)
94
70
6
13
7
12
8
4251209248
7
Birch St (NS)/
Bristol St S (EW)
23
6
22
9
19
9
36
5
5651030218
8
Jamboree Rd (NS)/
Bristol St N (EW)
59
6
15
0
8
58
5
76
7
49
9
9
Jamboree Rd (NS)/
Bristol St S (EW)
16
0
3
24
81
9
8443811314
10
Irvine Ave (NS)/
Orchard Dr (EW)
0
91
354
10
0
75
4
33
34
11
Birch St (NS)/
Orchard Dr (EW)
3
37
040
5928
0
64
2398
163655
12
Mesa Dr (NS)/
Birch St (EW)
3607
302
542433
812317
13
Acacia St (NS)/
Mesa Dr (EW)
26
37461
1555
14
Irvine Ave (NS)/
Mesa Dr (EW)
88
95
1
28
9
769
0
44
102226182
126227
15
Irvine Ave (NS)/
University Dr (EW)
13
1
11
7
3
59
6483
9
66
12769186
232823
23
Figure 15
TPO Year 2027 Without Project
PM Peak Hour Intersection Turning Movement Volumes
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
N
73
Site
IRVINE AVE
C A M PUS D R
BIRC H ST
ME
SA DR
M
ES
A DR
B
RIST
O
L
ST N
B
RIST
O
L
ST S
MACARTHUR BLVD
JA M B O R EE R D
O
R
C
H
A
R
D D
R
A C A CIA ST
Study Intersection
Legend
#
14
10
13 12
11
5
7
4
6
1
2
8
9
3
15
U
NIVE
RSITY D
R
1
MacArthur Blvd (NS)/
Campus Dr (EW)
12
9
79
918
13
9
74
5
35
5
25932655
30654111
2
MacArthur Blvd (NS)/
Birch St (EW)
52
56
025
8461
2
10
2
21316919
38255166
3
MacArthur Blvd (NS)/
Jamboree Rd (EW)
22
7
85
8
33
5
17
1
10
4
7
42
2
33796131
462786118
4
Campus Dr (NS)/
Bristol St N (EW)
49
0
65
1
60
0
55
1
260164089
5
Irvine Ave (NS)/
Bristol St S (EW)
65
8
26
5
15
2
70
8
461841460
6
Birch St (NS)/
Bristol St N (EW)
16
1
27
7
33
4
53
7
4211400133
7
Birch St (NS)/
Bristol St S (EW)
24
0
27
8
19
2
46
1
253927105
8
Jamboree Rd (NS)/
Bristol St N (EW)
66
3
17
2
3
99
2
69
1
74
4
9
Jamboree Rd (NS)/
Bristol St S (EW)
21
6
9
73
69
2
832574927
10
Irvine Ave (NS)/
Orchard Dr (EW)
0
80
713
3713
8
8
72
164
11
Birch St (NS)/
Orchard Dr (EW)
4
26
520
5858
5
61
40116
246056
12
Mesa Dr (NS)/
Birch St (EW)
3006
905
015648
156045
13
Acacia St (NS)/
Mesa Dr (EW)
829
4196
6354
14
Irvine Ave (NS)/
Mesa Dr (EW)
80
59
9
13
7
1494
5
33
1
5643145
31124021
15
Irvine Ave (NS)/
University Dr (EW)
11
5
77
932
4811
6
6
15
0
7949130
395158
24
Figure 16
TPO Year 2027 With Project
AM Peak Hour Intersection Turning Movement Volumes
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
N
73
Site
IRVINE AVE
C A M PUS D R
BIRC H ST
ME
SA DR
M
ES
A DR
B
RIST
O
L
ST N
B
RIST
O
L
ST S
MACARTHUR BLVD
JA M B O R EE R D
O
R
C
H
A
R
D D
R
A C A CIA ST
Study Intersection
Legend
#
14
10
13 12
11
5
7
4
6
1
2
8
9
3
15
U
NIVE
RSITY D
R
1
MacArthur Blvd (NS)/
Campus Dr (EW)
51
50
637
17
5
76
3
27
8
38545667
2419937
2
MacArthur Blvd (NS)/
Birch St (EW)
33
49
462
6256
7
21
0
11018759
1413680
3
MacArthur Blvd (NS)/
Jamboree Rd (EW)
10
9
96
4
33
0
7641
8
36
6
375796167
387814145
4
Campus Dr (NS)/
Bristol St N (EW)
38
0
11
5
6
24
9
14
9
276878185
5
Irvine Ave (NS)/
Bristol St S (EW)
70
9
24
3
9043
3
8101463415
6
Birch St (NS)/
Bristol St N (EW)
94
70
7
14
0
12
8
4541209248
7
Birch St (NS)/
Bristol St S (EW)
23
7
24
2
19
9
39
8
5651030221
8
Jamboree Rd (NS)/
Bristol St N (EW)
60
6
15
1
5
58
5
76
7
51
5
9
Jamboree Rd (NS)/
Bristol St S (EW)
16
1
3
24
81
9
8513821318
10
Irvine Ave (NS)/
Orchard Dr (EW)
0
92
054
12
0
75
4
36
34
11
Birch St (NS)/
Orchard Dr (EW)
3
37
040
5928
0
10
0
3798
163655
12
Mesa Dr (NS)/
Birch St (EW)
3607
302
542433
812317
13
Acacia St (NS)/
Mesa Dr (EW)
27
40461
1555
14
Irvine Ave (NS)/
Mesa Dr (EW)
88
95
8
29
2
769
3
44
102226182
127227
15
Irvine Ave (NS)/
University Dr (EW)
13
1
11
8
3
59
6484
3
66
12769186
232823
25
Figure 17
TPO Year 2027 With Project
PM Peak Hour Intersection Turning Movement Volumes
Newport Irvine Medical Office (3300 Irvine Ave)
Traffic Impact Analysis19742
N
73
Site
IRVINE AVE
C A M PUS D R
BIRC H ST
ME
SA DR
M
ES
A DR
B
RIST
O
L
ST N
B
RIST
O
L
ST S
MACARTHUR BLVD
JA M B O R EE R D
O
R
C
H
A
R
D D
R
A C A CIA ST
Study Intersection
Legend
#
14
10
13 12
11
5
7
4
6
1
2
8
9
3
15
U
NIVE
RSITY D
R
1
MacArthur Blvd (NS)/
Campus Dr (EW)
12
9
79
918
13
9
74
5
36
1
26832655
30654111
2
MacArthur Blvd (NS)/
Birch St (EW)
52
56
025
8461
2
10
2
21317419
38258166
3
MacArthur Blvd (NS)/
Jamboree Rd (EW)
23
5
85
8
33
5
17
1
10
4
7
42
2
33797045
462792118
4
Campus Dr (NS)/
Bristol St N (EW)
51
3
66
0
60
6
55
1
260164089
5
Irvine Ave (NS)/
Bristol St S (EW)
69
0
26
5
15
2
71
4
461844471
6
Birch St (NS)/
Bristol St N (EW)
16
1
28
2
33
7
53
7
4461400133
7
Birch St (NS)/
Bristol St S (EW)
24
5
31
9
19
2
48
9
253927108
8
Jamboree Rd (NS)/
Bristol St N (EW)
67
1
17
4
6
99
2
69
1
75
8
9
Jamboree Rd (NS)/
Bristol St S (EW)
21
7
7
73
69
2
855579941
10
Irvine Ave (NS)/
Orchard Dr (EW)
0
81
313
5413
8
8
81
164
11
Birch St (NS)/
Orchard Dr (EW)
4
26
520
5858
5
92
86116
246056
12
Mesa Dr (NS)/
Birch St (EW)
3006
905
015648
156045
13
Acacia St (NS)/
Mesa Dr (EW)
834
7196
6354
14
Irvine Ave (NS)/
Mesa Dr (EW)
80
60
5
14
0
1495
4
33
1
5643145
31624021
15
Irvine Ave (NS)/
University Dr (EW)
11
5
78
732
4811
8
0
15
0
7949130
395158
26
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
27 19742
6. TPO ANALYSIS
Detailed intersection Level of Service calculation worksheets for each of the following analysis scenarios are
provided in Appendix C.
TPO YEAR 2027 ONE-PERCENT THRESHOLD ANALYSIS
Table 3 summarizes the City of Newport Beach TPO one-percent threshold analysis. In accordance with the
City of Newport Beach TPO requirements, if project-generated peak hour approach volumes are greater than
or equal to one percent of the forecast peak hour volumes on any approach of an intersection, then a detailed
ICU analysis is required to assess the project-related change in ICU. The TPO one-percent analysis calculation
worksheets are contained in Appendix E.
The following fourteen study intersections are forecast to exceed the TPO one-percent threshold and require
ICU analysis:
1. MacArthur Boulevard (NS) at Campus Drive (EW)
2. MacArthur Boulevard (NS) at Birch Street (EW)
3. MacArthur Boulevard (NS) at Jamboree Road (EW)
4. Campus Drive (NS) at Bristol Street North (EW)
5. Irvine Avenue/Campus Drive (NS) at Bristol Street South (EW)
6. Birch Street (NS) at Bristol Street North (EW)
7. Birch Street (NS) at Bristol Street South (EW)
8. Jamboree Road (NS) at Bristol Street North (EW)
9. Jamboree Road (NS) at Bristol Street South (EW)
10. Irvine Avenue (NS) at Orchard Drive (EW)
11. Birch street (NS) at Orchard Drive (EW)
13. Acacia Street (NS) at Birch Street (EW)
14. Irvine Avenue (NS) at Mesa Drive (EW)
15. Irvine Avenue (NS) at University Drive (EW)
TPO IMPACT ASSESSMENT
ICU and Levels of Service at the applicable study intersections for TPO Year 2027 Without and With Project
conditions are shown in Table 4. As shown in Table 4, the study intersections are forecast to operate at Levels
of Service D or better during the peak hours for TPO Year 2027 Without and With Project conditions.
Table 4 also calculates the net change in ICU at the applicable study intersections for TPO Year 2027 With
Project conditions. As shown in Table 4, the addition of project-generated trips is not forecast to cause any
study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation
by more than one percent of capacity; therefore, the proposed project is forecast to result in no Level of
Service impacts at the study intersections for TPO Year 2027 With Project conditions and no improvements
are required.
27
Northbound Southbound Eastbound Westbound
AM No No No No
PM No No Yes No
AM No No No Yes
PM No No Yes No
AM No No No No
PM No No Yes No
AM No Yes No No
PM Yes No No No
AM Yes Yes No No
PM Yes No No No
AM No Yes No Yes
PM Yes No No Yes
AM Yes Yes No No
PM Yes Yes No No
AM No Yes No No
PM No No No No
AM No No No No
PM No No Yes No
AM No Yes No Yes
PM No Yes No Yes
AM No Yes Yes No
PM No Yes Yes No
AM No No No No
PM No No No No
AM No Yes No No
PM No Yes Yes No
AM No No No No
PM Yes No No No
AM No No No No
PM No Yes No No
Notes:
Jamboree Rd (NS) at Bristol St North (EW)
Irvine Ave (NS) at Orchard Dr (EW)
Mesa Dr (NS) at Birch St (EW)
(1) If the project is forecast to contribute 1% or more of the projected TPO analysis year peak hour volume, then detailed
Intersection Capacity Utilization analysis is required in accordance with the City of Newport Beach Traffic Phasing Ordinance.
1.
2.
MacArthur Blvd (NS) at Campus Dr (EW)
MacArthur Blvd (NS) at Birch St (EW)
3.
4.
5.
6.
7.
8.
9.
10.
MacArthur Blvd (NS) at Jamboree Rd (EW)
Campus Dr (NS) at Bristol St North (EW)
Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
Birch St (NS) at Bristol St North (EW)
Birch St (NS) at Bristol St South (EW)
Table 3
TPO One-Percent Threshold Analysis Summary
ID Study Intersection
Peak
Hour
Project Trips Exceed One Percent?1
14. Irvine Ave (NS) at Mesa Dr (EW)
15. Irvine Ave (NS) at University Dr (EW)
Jamboree Rd (NS) at Bristol St South (EW)
11. Birch St (NS) at Orchard Dr (EW)
12.
13. Acacia St (NS) at Birch St (EW)
Newport Irvine Medical Office (3300 Irvine Avenue)
Traffic Impact Analysis
1974228
V/C2 LOS3 V/C2 LOS3 V/C2 LOS3 V/C2 LOS3 AM PM
1.MacArthur Blvd (NS) at Campus Dr (EW)4 TS 0.36 A 0.52 A 0.37 A 0.53 A +0.01 +0.01 No
2. MacArthur Blvd (NS) at Birch St (EW)TS 0.30 A 0.38 A 0.30 A 0.39 A 0.00 +0.01 No
3.MacArthur Blvd (NS) at Jamboree Rd (EW)4 TS 0.51 A 0.56 A 0.51 A 0.56 A 0.00 0.00 No
4. Campus Dr (NS) at Bristol St North (EW)TS 0.41 A 0.54 A 0.41 A 0.55 A 0.00 +0.01 No
5. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)TS 0.56 A 0.46 A 0.56 A 0.47 A 0.00 +0.01 No
6. Birch St (NS) at Bristol St North (EW)TS 0.52 A 0.51 A 0.52 A 0.51 A 0.00 0.00 No
7. Birch St (NS) at Bristol St South (EW)TS 0.40 A 0.36 A 0.40 A 0.37 A 0.00 +0.01 No
8. Jamboree Rd (NS) at Bristol St North (EW)TS 0.34 A 0.36 A 0.35 A 0.36 A +0.01 0.00 No
9. Jamboree Rd (NS) at Bristol St South (EW)TS 0.61 B 0.57 A 0.62 B 0.58 A +0.01 +0.01 No
10. Irvine Ave (NS) at Orchard Dr (EW)TS 0.29 A 0.44 A 0.31 A 0.44 A +0.02 0.00 No
11. Birch St (NS) at Orchard Dr (EW)TS 0.24 A 0.30 A 0.25 A 0.34 A +0.01 +0.04 No
13. Acacia St (NS) at Birch St (EW)TS 0.14 A 0.22 A 0.14 A 0.23 A 0.00 +0.01 No
14. Irvine Ave (NS) at Mesa Dr (EW)TS 0.37 A 0.46 A 0.37 A 0.46 A 0.00 0.00 No
15. Irvine Ave (NS) at University Dr (EW)TS 0.54 A 0.55 A 0.54 A 0.56 A 0.00 +0.01 No
Notes:
(1) TS = Traffic Signal
(2) V/C = Volume/Capacity
(3) LOS = Level of Service
(4) Level of Service E is acceptable; shared jurisdiction with City of Irvine.
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Table 4
TPO Year 2027 Intersection Levels of Service and Impact Assessment
ID Study Intersection
Traffic
Control1
TPO Without Project TPO With Project
V/C Increase Significant
Impact?
Newport Irvine Medical Office (3300 Irvine Avenue)
Traffic Impact Analysis
1974229
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
30 19742
7. CONGESTION MANAGEMENT PROGRAM
This section provides analysis of the project impacts at County facilities in accordance with typical Orange
County Congestion Management Program (CMP) requirements.
BACKGROUND
The Orange County CMP is a result of Proposition 111, which was a statewide initiative approved by the
voters in June 1990. To prevent gas tax revenues from being used to promote future development, the
legislation requires that a traffic impact analysis be prepared for new development. The traffic impact analysis
is prepared to monitor and mitigate traffic impacts caused by new development. In Orange County, the
Measure M Growth Management Program requires similar efforts; however, compliance with the CMP is
required for local jurisdictions to receive Measure M2 funds.
The Legislature requires that adjacent jurisdictions use a standard methodology for conducting a traffic impact
analysis. Although details vary from one county to another, the general approach selected by each county for
conducting traffic impact analyses has common elements. The Orange County CMP uses the Intersection
Capacity Utilization methodology for analysis of intersections within the designated CMP roadway system.
CMP-MONITORED INTERSECTIONS
The following intersections in the City of Newport Beach are part of the CMP Highway System that require
monitoring to ensure that Level of Service standards are maintained:
Newport Boulevard at Coast Highway
MacArthur Boulevard at Jamboree Road
MacArthur Boulevard at Coast Highway
REQUIREMENTS FOR IMPROVEMENTS
To determine whether the addition of project-generated trips results in an operational impact at a CMP study
intersection, and thus requires improvements, the Orange County CMP utilizes the following requirements:
An operational project impact is defined to occur when a proposed project is forecast to increase traffic
demand at a CMP study facility by more than three percent of capacity (V/C > 0.03), causing or worsening
Level of Service F (V/C > 1.00).
CRITERIA FOR PREPARATION OF CMP IMPACT ANALYSIS
The Orange County CMP uses the following criteria to determine if a proposed development requires analysis:
Development projects forecast to generate 2,400 daily trips or more and have indirect access to a CMP
facility; or development projects forecast to generate 1,600 daily trips or more and have direct access to
a CMP facility; or
Projects with a potential to create an impact of more than three percent of Level of Service E capacity.
Since the proposed project has indirect access to a CMP facility (e.g., MacArthur Boulevard or Jamboree Road)
and is forecast to generate less than 2,400 net new daily trips, the proposed project does not satisfy the
criteria for preparation of a separate CMP impact analysis.
30
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
31 19742
8. SITE ACCESS AND CIRCULATION
This section includes a description of project improvements necessary to provide site access and an evaluation
of site access and circulation. The following section is based on the site plan used in this traffic impact analysis.
SITE ACCESS
Vehicular access is proposed to be maintained at Irvine Avenue via one existing driveway and at Orchard
Drive via two existing driveways.
There is an existing two-way left turn median on Irvine Avenue which currently allows full access at the project
driveway. As previously noted, the trip distribution patterns used for the project trip assignment in this analysis
assume right in/out only access at the project driveway on Irvine Avenue. This provides a conservative
assessment of potential impacts to adjacent streets since additional project trips are assigned to the
intersection of Irvine Avenue/Orchard Drive. Full access at the project driveway on Irvine Avenue may
continue to be permitted subject to compliance with City of Newport Beach standards.
Based on the forecast project trip distribution patterns, the majority of peak hour project trips are expected
to access the site via the project driveways at Orchard Drive. Orchard Drive is an unclassified local street with
relatively low volume that connects local businesses in the project vicinity and low-density residential to the
east with other arterial and regional roadways. Traffic flow along Orchard Drive at the project driveway will
operate in free-flow conditions. Right turns into the project site from Orchard Drive will have no conflicting
vehicular movements and are therefore expected to cause minimal to no delays along Orchard Drive. Left
turns into the project site may cause minor delays for following through vehicles; however, queues are
expected to be minimal due to the relatively low inbound project trip generation, relatively low conflicting
volumes along Orchard Drive, and multiple site access points.
ON-SITE CIRCULATION
The project site plan shows two-way on-site circulation from Irvine Avenue and Orchard Drive to both the
surface level parking and the parking structure, with multiple entry/exit points. The final parking layout and
circulation will be reviewed and approved by the City of Newport Beach. The project shares driveway access
with 1981 Orchard Drive.
31
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
32 19742
9. CONCLUSIONS
This section summarizes the findings of this study.
PROJECT TRIP GENERATION
The existing project site land uses are estimated to generate approximately 1,320 daily trips, including 150
trips during the AM peak hour and 160 trips during the PM peak hour. The proposed project site land use is
forecast to generate approximately 2,816 daily trips, including 243 trips during the AM peak hour and 307
trips during the PM peak hour. Therefore, the proposed project is forecast to result in a net increase of
approximately 1,496 net new daily trips, including 93 net new trips during the AM peak hour and 147 net
new trips during the PM peak hour.
TPO IMPACT ANALYSIS
The addition of project-generated trips is not forecast to cause any study intersection to operate deficiently
(Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity;
therefore, the proposed project is forecast to result in no Level of Service impacts at the study intersections
for TPO Year 2027 With Project conditions and no improvements are required.
CONGESTION MANAGEMENT PROGRAM
Since the proposed project has indirect access to a CMP facility (e.g., MacArthur Boulevard or Jamboree Road)
and is forecast to generate less than 2,400 net new daily trips, the proposed project does not satisfy the
criteria for preparation of a separate CMP impact analysis.
32
Newport Irvine Medical Office (3300 Irvine Ave) Traffic Impact Analysis
33 19742
APPENDICES
Appendix A Glossary
Appendix B Volume Count Worksheets
Appendix C Level of Service Worksheets
Appendix D Approved Projects List
Appendix E TPO One-Percent Threshold Analysis
Apx-1
APPENDIX A
GLOSSARY
Apx-2
ACRONYMS
AC Acres
ADT Average Daily Traffic
Caltrans California Department of Transportation
DU Dwelling Unit
ICU Intersection Capacity Utilization
GFA Gross Floor Area
LOS Level of Service
PCE Passenger Car Equivalent
SP Service Population
TSF Thousand Square Feet
V/C Volume/Capacity
VMT Vehicle Miles Traveled
TERMS
ACTUATED SIGNAL CONTROL: A type of traffic signal control in which display of each phase depends on
whether the corresponding phase detector has registered a service call or the phase is on recall.
ACTUATION: Detection of a roadway user that is forwarded to the signal controller.
AVERAGE DAILY TRAFFIC: The average 24-hour volume for a stated period divided by the number of days
in that period. For example, Annual Average Daily Traffic is the total volume during a year divided by 365
days.
BANDWIDTH: The number of seconds of green time available for through traffic in a signal progression.
BOTTLENECK: A point of constriction along a roadway that limits the amount of traffic that can proceed
downstream from its location.
CALL: An indication within a signal controller that a particular phase is waiting for service, either through
actuation from a roadway user or phase recall.
CAPACITY: The maximum number of vehicles that can be reasonably expected to pass through a roadway
facility during a specified period.
CHANNELIZATION: The separation of conflicting traffic movements by use of pavement markings, raised
curbs, or other suitable means to facilitate free flow movement.
CLEARANCE INTERVAL: Equal to the yellow plus all-red time, if any, when a traffic signal changes between
phases (i.e., the amount of time between the end of a green light from one movement to the beginning of a
green light for the next).
COORDINATED SIGNAL CONTROL: A type of traffic signal control in which non-coordinated phases
associated with minor movements are constrained such that the coordinated phases are served at a specific
time during the signal cycle, thus maintaining the efficient progression of traffic flow along the major roadway.
CONTROL DELAY: The portion of delay attributed to the intersection traffic control (such as a traffic signal
or stop sign). It includes initial deceleration, queue move-up time, stopped delay, and final acceleration delay.
CORDON: An imaginary boundary line around or across a study area across which vehicles, persons, or other
information can be collected for survey and analytical purposes.
Apx-3
CORNER SIGHT DISTANCE: The minimum sight distance required by the driver of a vehicle to cross or enter
the lanes of the major roadway without requiring approaching traffic traveling at a given speed to radically
alter their speed or trajectory.
CYCLE: A complete sequence of signal indications for all phases.
CYCLE LENGTH: The total time for a traffic signal to complete one full cycle.
DAILY CAPACITY: A theoretical value representing the daily traffic volume that will typically result in a peak
hour volume equal to the capacity of the roadway.
DELAY: The total additional travel time experienced by a roadway user (driver, passenger, bicyclist, or
pedestrian) beyond that required to travel at a desired speed.
DENSITY: The number of vehicles occupying in a unit length of the through traffic lanes of a roadway at any
given instant. Usually expressed in vehicles per mile.
DETECTOR: A device used to count or determine the presence of a roadway user.
DESIGN SPEED: A speed used for purposes of designing horizontal and vertical alignments of a highway.
DIRECTIONAL SPLIT: The percent of two-way traffic traveling in a specified direction.
DIVERSION: The rerouting of traffic from a normal path of travel between two points, such as to avoid
congestion or perform a secondary trip.
FREE FLOW: Traffic flow that is unaffected by a traffic control and/or or upstream or downstream conditions.
GAP: Time or distance between two vehicles measured from rear bumper of the front vehicle to front bumper
of the second vehicle.
GAP ACCEPTANCE: The method by which a driver accepts an available gap in traffic to enter or cross the
road.
HEADWAY: Time or distance between two successive vehicles measured from same point on both vehicles
(i.e., front bumper to front bumper).
LEVEL OF SERVICE: A grading scale of quantitative performance measures representing the quality of service
of a transportation facility or service from an average traveler’s perspective.
LOOP DETECTOR: A vehicle detector consisting of a loop of wire embedded in the roadway, energized by
alternating current and producing an output circuit closure when passed over by a vehicle.
MULTI-MODAL: More than one mode, such as automobile, transit, bicycle, and pedestrian.
OFFSET: The time interval between the beginning of a traffic signal cycle at one intersection and the beginning
of signal cycle an adjacent intersection.
PLATOON: A set of vehicles traveling at similar speed and moving as a general group with clear separation
between other vehicles ahead and behind.
PASSENGER CAR EQUIVALENT: A metric used to assess the impact of larger vehicles, such as trucks,
recreational vehicles, and buses, by converting the traffic volume of larger vehicles to an equivalent number
of passenger cars.
Apx-4
PEDESTRIAN CLEARANCE INTERVAL: Also known as the “Flashing Don’t Walk” interval, it signals the end
of pedestrian entry into the crosswalk following the “Walk” indication and provides time for pedestrians who
have already entered the crosswalk to finishing crossing.
PEAK HOUR: The hour within a day in which the maximum volume occurs.
PEAK HOUR FACTOR: The peak hour volume divided by the four times the peak 15-minute flow rate. This
PHASE: In traffic signals, the green, yellow, and red clearance intervals assigned to a specified traffic
movement.
PRETIMED SIGNAL: A traffic signal operation in which the cycle length, phasing sequence, and phasing times
are predetermined and fixed, regardless of actual demand for any given traffic movement. Also known as a
fixed time signal.
PROGRESSION: The coordinated movement of vehicles through signalized intersections along a corridor.
QUEUE: The number of vehicles waiting at a service area such as a traffic signal, stop sign, or access gate.
QUEUE LENGTH: The length of vehicle queue, typically expressed in feet, waiting at a service area such as a
traffic signal, stop sign, or access gate.
RECALL: A signal phasing operation in which a specified phase places a call to the signal controller each time
a conflicting phase is served, thus ensuring the specified phase will be serviced again.
SEMI-ACTUATED CONTROL: A type of traffic signal control in which only the minor movements are
provided detection.
SIGHT DISTANCE: The continuous length of roadway visible to a driver or roadway user.
STACKING DISTANCE: The length of area available behind a service area, such as a traffic signal or gate, for
vehicle queuing to occur.
STOPPING SIGHT DISTANCE: The minimum distance required by the driver of a vehicle traveling at a given
speed to bring the vehicle to a stop after an object on the road becomes visible, including reaction and
response time.
TRIP OR TRIP END: The one-directional movement of a person or vehicle. Every trip has an origin and a
destination at its respective ends (i.e., trip ends). In terms of site trip generation, the same vehicle entering and
exiting a site generates two trips: one inbound trip and one outbound trip.
TRIP GENERATION RATE: The rate at which a land use generates trips per the specified land use variable,
such per dwelling unit or per thousand square feet.
TRUCK: A heavy motor vehicle generally used for transporting goods.
VEHICLE MILES TRAVELED: A measure of the amount and distance of automobile travel essentially
calculated as the sum of each trip times the trip length.
Apx-5
APPENDIX B
VOLUME COUNT WORKSHEETS
Apx-6
File Name : MA4300
Site Code : 00000000
Start Date : 3/8/2023
Page No : 1
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: CAMPUS DRIVE
Groups Printed- Turning Movement Count
MACARTHUR
BOULEVARD
Southbound
CAMPUS DRIVE
Westbound
MACARTHUR
BOULEVARD
Northbound
CAMPUS DRIVE
Eastbound
Start Time Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Int. Total
07:00 40 118 18 0 5 25 4 0 4 48 7 0 4 57 28 0 358
07:15 61 145 40 0 9 33 2 0 3 51 6 1 6 87 44 0 488
07:30 50 174 28 1 9 37 3 0 7 77 8 0 8 93 65 0 560
07:45 60 172 41 0 7 50 7 0 13 85 9 0 15 125 104 2 690
Total 211 609 127 1 30 145 16 0 27 261 30 1 33 362 241 2 2096
08:00 56 177 38 0 5 52 7 0 12 95 8 2 17 101 99 6 675
08:15 67 171 40 0 13 55 5 0 4 89 16 4 19 124 91 0 698
08:30 78 181 47 0 7 42 5 0 7 127 10 0 16 106 75 5 706
08:45 72 187 53 0 16 39 6 0 6 115 5 3 13 95 69 3 682
Total 273 716 178 0 41 188 23 0 29 426 39 9 65 426 334 14 2761
16:30 81 127 15 0 16 131 6 0 7 193 28 1 15 56 81 3 760
16:45 72 143 12 0 30 177 5 0 6 153 26 0 20 67 56 7 774
Total 153 270 27 0 46 308 11 0 13 346 54 1 35 123 137 10 1534
17:00 97 143 16 0 33 205 7 0 3 212 40 0 12 66 69 4 907
17:15 94 148 24 0 24 144 10 0 8 189 41 0 5 81 65 3 836
17:30 79 180 32 0 21 165 7 0 3 155 23 0 21 90 56 3 835
17:45 71 171 56 0 30 140 6 0 3 161 20 0 17 89 56 3 823
Total 341 642 128 0 108 654 30 0 17 717 124 0 55 326 246 13 3401
18:00 74 168 36 0 22 119 4 0 4 147 30 0 2 64 47 2 719
18:15 76 156 22 0 21 112 7 0 3 138 24 0 9 63 61 1 693
Grand Total 1128 2561 518 1 268 1526 91 0 93 2035 301 11 199 1364 1066 42 11204
Apprch %26.8 60.9 12.3 0 14.2 81 4.8 0 3.8 83.4 12.3 0.5 7.5 51.1 39.9 1.6
Total %10.1 22.9 4.6 0 2.4 13.6 0.8 0 0.8 18.2 2.7 0.1 1.8 12.2 9.5 0.4
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-7
File Name : MA4300
Site Code : 00000000
Start Date : 3/8/2023
Page No : 2
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: CAMPUS DRIVE
MACARTHUR BOULEVARD
Southbound
CAMPUS DRIVE
Westbound
MACARTHUR BOULEVARD
Northbound
CAMPUS DRIVE
Eastbound
Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
07:45 60 172 41 0 273 7 50 7 0 64 13 85 9 0 107 15 125 104 2 246 690
08:00 56 177 38 0 271 5 52 7 0 64 12 95 8 2 117 17 101 99 6 223 675
08:15 67 171 40 0 278 13 55 5 0 73 4 89 16 4 113 19 124 91 0 234 698
08:30 78 181 47 0 306 7 42 5 0 54 7 127 10 0 144 16 106 75 5 202 706
Total Volume 261 701 166 0 1128 32 199 24 0 255 36 396 43 6 481 67 456 369 13 905 2769
% App. Total 23.1 62.1 14.7 0 12.5 78 9.4 0 7.5 82.3 8.9 1.2 7.4 50.4 40.8 1.4
PHF .837 .968 .883 .000 .922 .615 .905 .857 .000 .873 .692 .780 .672 .375 .835 .882 .912 .887 .542 .920 .981
MACARTHUR BOULEVARD
C
A
M
P
U
S
D
R
I
V
E
C
A
M
P
U
S
D
R
I
V
E
MACARTHUR BOULEVARD
Right
261
Thru
701
Left
166
U
Turns
0
InOut Total
797 1128 1925
Rig
h
t
32
Th
r
u 19
9
Le
f
t
24
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
65
8
25
5
91
3
Left
43
Thru
396
Right
36
U
Turns
6
Out TotalIn
792 481 1273
Le
f
t
36
9
Th
r
u45
6
Ri
g
h
t
67
U
Tu
r
n
s
13
To
t
a
l
Ou
t
In
50
3
90
5
14
0
8
Peak Hour Begins at 07:45
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-8
File Name : MA4300
Site Code : 00000000
Start Date : 3/8/2023
Page No : 3
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: CAMPUS DRIVE
MACARTHUR BOULEVARD
Southbound
CAMPUS DRIVE
Westbound
MACARTHUR BOULEVARD
Northbound
CAMPUS DRIVE
Eastbound
Start
Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00 97 143 16 0 256 33 205 7 0 245 3 212 40 0 255 12 66 69 4 151 907
17:15 94 148 24 0 266 24 144 10 0 178 8 189 41 0 238 5 81 65 3 154 836
17:30 79 180 32 0 291 21 165 7 0 193 3 155 23 0 181 21 90 56 3 170 835
17:45 71 171 56 0 298 30 140 6 0 176 3 161 20 0 184 17 89 56 3 165 823
Total Volume 341 642 128 0 1111 108 654 30 0 792 17 717 124 0 858 55 326 246 13 640 3401
% App. Total 30.7 57.8 11.5 0 13.6 82.6 3.8 0 2 83.6 14.5 0 8.6 50.9 38.4 2
PHF .879 .892 .571 .000 .932 .818 .798 .750 .000 .808 .531 .846 .756 .000 .841 .655 .906 .891 .813 .941 .937
MACARTHUR BOULEVARD
C
A
M
P
U
S
D
R
I
V
E
C
A
M
P
U
S
D
R
I
V
E
MACARTHUR BOULEVARD
Right
341
Thru
642
Left
128
U
Turns
0
InOut Total
1071 1111 2182
Ri
g
h
t
10
8
Th
r
u 65
4
Le
f
t
30
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
47
1
79
2
12
6
3
Left
124
Thru
717
Right
17
U
Turns
0
Out TotalIn
727 858 1585
Le
f
t
24
6
Th
r
u32
6
Rig
h
t
55
U
Tu
r
n
s
13
To
t
a
l
Ou
t
In
11
1
9
64
0
17
5
9
Peak Hour Begins at 17:00
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-9
File Name : ma4295
Site Code : 00000000
Start Date : 3/9/2023
Page No : 1
City: Newport Beach
N-S Direction: MacArthur Blvd
E-W Direction: Birch St
Groups Printed- Turning Movements
MacArthur Blvd
Southbound
Birch St
Westbound
MacArthur Blvd
Northbound
Birch St
Eastbound
Start Time Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Int. Total
07:00 30 84 8 0 5 10 1 0 3 35 6 0 2 15 11 0 210
07:15 31 81 6 1 4 11 1 0 9 39 2 0 6 15 7 0 213
07:30 41 120 7 0 8 12 2 0 11 45 3 0 6 23 11 0 289
07:45 45 132 8 0 10 24 3 0 10 106 3 0 17 40 24 0 422
Total 147 417 29 1 27 57 7 0 33 225 14 0 31 93 53 0 1134
08:00 51 111 13 0 8 30 3 0 19 110 8 0 18 41 15 0 427
08:15 41 126 10 0 4 23 5 0 15 109 5 1 20 45 21 0 425
08:30 55 155 7 0 10 28 5 0 16 119 7 0 16 45 15 0 478
08:45 55 126 15 3 8 40 1 0 10 121 10 1 5 41 19 0 455
Total 202 518 45 3 30 121 14 0 60 459 30 2 59 172 70 0 1785
16:30 23 109 1 1 32 54 17 0 2 136 8 3 6 41 35 0 468
16:45 25 124 13 0 31 53 8 0 6 132 12 1 6 36 46 0 493
Total 48 233 14 1 63 107 25 0 8 268 20 4 12 77 81 0 961
17:00 29 114 6 0 40 74 16 0 5 134 12 3 2 52 66 0 553
17:15 23 150 7 0 36 60 9 0 6 129 11 1 4 48 49 0 533
17:30 21 163 4 1 32 56 5 0 7 120 10 0 7 24 40 0 490
17:45 23 138 4 0 27 80 4 0 2 110 9 1 3 21 49 0 471
Total 96 565 21 1 135 270 34 0 20 493 42 5 16 145 204 0 2047
18:00 12 142 2 0 27 34 5 0 2 101 8 0 6 22 45 0 406
18:15 12 143 1 0 13 29 7 0 1 74 7 0 6 24 38 0 355
Grand Total 517 2018 112 6 295 618 92 0 124 1620 121 11 130 533 491 0 6688
Apprch %19.5 76.1 4.2 0.2 29.4 61.5 9.2 0 6.6 86.4 6.4 0.6 11.3 46.2 42.5 0
Total %7.7 30.2 1.7 0.1 4.4 9.2 1.4 0 1.9 24.2 1.8 0.2 1.9 8 7.3 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-10
File Name : ma4295
Site Code : 00000000
Start Date : 3/9/2023
Page No : 2
City: Newport Beach
N-S Direction: MacArthur Blvd
E-W Direction: Birch St
MacArthur Blvd
Southbound
Birch St
Westbound
MacArthur Blvd
Northbound
Birch St
Eastbound
Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
08:00 51 111 13 0 175 8 30 3 0 41 19 110 8 0 137 18 41 15 0 74 427
08:15 41 126 10 0 177 4 23 5 0 32 15 109 5 1 130 20 45 21 0 86 425
08:30 55 155 7 0 217 10 28 5 0 43 16 119 7 0 142 16 45 15 0 76 478
08:45 55 126 15 3 199 8 40 1 0 49 10 121 10 1 142 5 41 19 0 65 455
Total Volume 202 518 45 3 768 30 121 14 0 165 60 459 30 2 551 59 172 70 0 301 1785
% App. Total 26.3 67.4 5.9 0.4 18.2 73.3 8.5 0 10.9 83.3 5.4 0.4 19.6 57.1 23.3 0
PHF .918 .835 .750 .250 .885 .750 .756 .700 .000 .842 .789 .948 .750 .500 .970 .738 .956 .833 .000 .875 .934
MacArthur Blvd
B
i
r
c
h
S
t
B
i
r
c
h
S
t
MacArthur Blvd
Right
202
Thru
518
Left
45
U
Turns
3
InOut Total
559 768 1327
Rig
h
t
30
Th
r
u 12
1
Le
f
t
14
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
27
7
16
5
44
2
Left
30
Thru
459
Right
60
U
Turns
2
Out TotalIn
591 551 1142
Le
f
t
70
Th
r
u17
2
Ri
g
h
t
59
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
35
3
30
1
65
4
Peak Hour Begins at 08:00
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-11
File Name : ma4295
Site Code : 00000000
Start Date : 3/9/2023
Page No : 3
City: Newport Beach
N-S Direction: MacArthur Blvd
E-W Direction: Birch St
MacArthur Blvd
Southbound
Birch St
Westbound
MacArthur Blvd
Northbound
Birch St
Eastbound
Start
Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 25 124 13 0 162 31 53 8 0 92 6 132 12 1 151 6 36 46 0 88 493
17:00 29 114 6 0 149 40 74 16 0 130 5 134 12 3 154 2 52 66 0 120 553
17:15 23 150 7 0 180 36 60 9 0 105 6 129 11 1 147 4 48 49 0 101 533
17:30 21 163 4 1 189 32 56 5 0 93 7 120 10 0 137 7 24 40 0 71 490
Total Volume 98 551 30 1 680 139 243 38 0 420 24 515 45 5 589 19 160 201 0 380 2069
% App. Total 14.4 81 4.4 0.1 33.1 57.9 9 0 4.1 87.4 7.6 0.8 5 42.1 52.9 0
PHF .845 .845 .577 .250 .899 .869 .821 .594 .000 .808 .857 .961 .938 .417 .956 .679 .769 .761 .000 .792 .935
MacArthur Blvd
B
i
r
c
h
S
t
B
i
r
c
h
S
t
MacArthur Blvd
Right
98
Thru
551
Left
30
U
Turns
1
InOut Total
855 680 1535
Ri
g
h
t
13
9
Th
r
u 24
3
Le
f
t
38
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
21
4
42
0
63
4
Left
45
Thru
515
Right
24
U
Turns
5
Out TotalIn
608 589 1197
Le
f
t
20
1
Th
r
u16
0
Rig
h
t
19
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
38
6
38
0
76
6
Peak Hour Begins at 16:45
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-12
File Name : h2402026
Site Code : 00000000
Start Date : 5/7/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: JAMBOREE ROAD
Groups Printed- Turning Movement Count
MACARTHUR
BOULEVARD
Southbound
JAMBOREE ROAD
Westbound
MACARTHUR
BOULEVARD
Northbound
JAMBOREE ROAD
Eastbound
Start Time Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Int. Total
07:00 28 53 8 0 13 135 50 0 26 77 11 0 15 101 32 0 549
07:15 34 70 5 1 26 136 67 1 37 95 15 0 25 142 34 0 688
07:30 44 84 15 0 37 206 80 1 46 154 17 1 42 180 35 1 943
07:45 56 97 11 0 40 180 57 0 83 207 22 0 58 166 78 0 1055
Total 162 304 39 1 116 657 254 2 192 533 65 1 140 589 179 1 3235
08:00 94 72 15 0 29 188 118 0 77 179 19 1 29 169 96 3 1089
08:15 82 111 9 0 25 158 78 0 62 247 18 1 46 192 81 3 1113
08:30 80 93 19 0 36 166 72 0 94 290 32 1 37 168 95 2 1185
08:45 84 101 27 0 40 159 68 0 83 208 26 0 38 195 75 0 1104
Total 340 377 70 0 130 671 336 0 316 924 95 3 150 724 347 8 4491
16:00 84 186 37 3 20 148 100 0 87 194 42 5 6 193 70 2 1177
16:15 81 176 20 1 19 130 106 0 78 173 41 0 10 251 87 1 1174
16:30 74 216 27 0 32 152 95 0 80 234 42 3 8 179 67 1 1210
16:45 81 215 39 0 18 158 98 0 68 192 45 3 17 181 81 1 1197
Total 320 793 123 4 89 588 399 0 313 793 170 11 41 804 305 5 4758
17:00 103 252 43 0 28 180 99 0 69 197 57 3 5 212 65 2 1315
17:15 106 305 28 0 32 158 125 0 71 260 45 3 3 199 87 3 1425
17:30 93 233 41 3 30 198 109 0 76 158 47 3 7 216 73 2 1289
17:45 74 199 34 0 26 180 82 0 78 159 34 4 6 209 44 1 1130
Total 376 989 146 3 116 716 415 0 294 774 183 13 21 836 269 8 5159
18:00 80 235 25 0 25 136 64 0 43 113 48 5 16 157 55 0 1002
18:15 54 123 23 0 14 153 67 0 47 70 23 3 4 185 31 1 798
Grand Total 1332 2821 426 8 490 2921 1535 2 1205 3207 584 36 372 3295 1186 23 19443
Apprch %29 61.5 9.3 0.2 9.9 59 31 0 23.9 63.7 11.6 0.7 7.6 67.6 24.3 0.5
Total %6.9 14.5 2.2 0 2.5 15 7.9 0 6.2 16.5 3 0.2 1.9 16.9 6.1 0.1
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-13
File Name : h2402026
Site Code : 00000000
Start Date : 5/7/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: JAMBOREE ROAD
MACARTHUR BOULEVARD
Southbound
JAMBOREE ROAD
Westbound
MACARTHUR BOULEVARD
Northbound
JAMBOREE ROAD
Eastbound
Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
08:00 94 72 15 0 181 29 188 118 0 335 77 179 19 1 276 29 169 96 3 297 1089
08:15 82 111 9 0 202 25 158 78 0 261 62 247 18 1 328 46 192 81 3 322 1113
08:30 80 93 19 0 192 36 166 72 0 274 94 290 32 1 417 37 168 95 2 302 1185
08:45 84 101 27 0 212 40 159 68 0 267 83 208 26 0 317 38 195 75 0 308 1104
Total Volume 340 377 70 0 787 130 671 336 0 1137 316 924 95 3 1338 150 724 347 8 1229 4491
% App. Total 43.2 47.9 8.9 0 11.4 59 29.6 0 23.6 69.1 7.1 0.2 12.2 58.9 28.2 0.7
PHF .904 .849 .648 .000 .928 .813 .892 .712 .000 .849 .840 .797 .742 .750 .802 .815 .928 .904 .667 .954 .947
MACARTHUR BOULEVARD
J
A
M
B
O
R
E
E
R
O
A
D
J
A
M
B
O
R
E
E
R
O
A
D
MACARTHUR BOULEVARD
Right
340
Thru
377
Left
70
U
Turns
0
InOut Total
1401 787 2188
Rig
h
t
13
0
Th
r
u 67
1
Le
f
t
33
6
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
11
1
0
11
3
7
22
4
7
Left
95
Thru
924
Right
316
U
Turns
3
Out TotalIn
863 1338 2201
Le
f
t
34
7
Th
r
u72
4
Ri
g
h
t
15
0
U
Tu
r
n
s
8
To
t
a
l
Ou
t
In
11
0
6
12
2
9
23
3
5
Peak Hour Begins at 08:00
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-14
File Name : h2402026
Site Code : 00000000
Start Date : 5/7/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: JAMBOREE ROAD
MACARTHUR BOULEVARD
Southbound
JAMBOREE ROAD
Westbound
MACARTHUR BOULEVARD
Northbound
JAMBOREE ROAD
Eastbound
Start
Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 81 215 39 0 335 18 158 98 0 274 68 192 45 3 308 17 181 81 1 280 1197
17:00 103 252 43 0 398 28 180 99 0 307 69 197 57 3 326 5 212 65 2 284 1315
17:15 106 305 28 0 439 32 158 125 0 315 71 260 45 3 379 3 199 87 3 292 1425
17:30 93 233 41 3 370 30 198 109 0 337 76 158 47 3 284 7 216 73 2 298 1289
Total Volume 383 1005 151 3 1542 108 694 431 0 1233 284 807 194 12 1297 32 808 306 8 1154 5226
% App. Total 24.8 65.2 9.8 0.2 8.8 56.3 35 0 21.9 62.2 15 0.9 2.8 70 26.5 0.7
PHF .903 .824 .878 .250 .878 .844 .876 .862 .000 .915 .934 .776 .851 1.00 .856 .471 .935 .879 .667 .968 .917
MACARTHUR BOULEVARD
J
A
M
B
O
R
E
E
R
O
A
D
J
A
M
B
O
R
E
E
R
O
A
D
MACARTHUR BOULEVARD
Right
383
Thru
1005
Left
151
U
Turns
3
InOut Total
1221 1542 2763
Ri
g
h
t
10
8
Th
r
u 69
4
Le
f
t
43
1
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
12
4
3
12
3
3
24
7
6
Left
194
Thru
807
Right
284
U
Turns
12
Out TotalIn
1468 1297 2765
Le
f
t
30
6
Th
r
u80
8
Rig
h
t
32
U
Tu
r
n
s
8
To
t
a
l
Ou
t
In
12
7
1
11
5
4
24
2
5
Peak Hour Begins at 16:45
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-15
File Name : H2402007
Site Code : 00000000
Start Date : 2/8/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: CAMPUS DRIVE
E-W Direction: BRISTOL ST-NORTH
Groups Printed- Turning Movement Count
CAMPUS DRIVE
Southbound
BRISTOL ST-NORTH
Westbound
CAMPUS DRIVE
Northbound
BRISTOL ST-NORTH
Eastbound
Start Time Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Int. Total
07:00 17 46 0 0 23 74 23 0 0 103 57 0 0 0 0 0 343
07:15 19 48 0 0 13 119 30 0 0 124 76 0 0 0 0 0 429
07:30 24 51 0 0 28 186 40 0 0 220 115 0 0 0 0 0 664
07:45 23 69 0 0 29 191 56 0 0 269 124 0 0 0 0 0 761
Total 83 214 0 0 93 570 149 0 0 716 372 0 0 0 0 0 2197
08:00 33 58 0 0 40 190 56 0 0 295 94 0 0 0 0 0 766
08:15 34 63 0 0 47 208 68 0 0 264 105 0 0 0 0 0 789
08:30 43 60 0 0 41 168 51 0 0 302 70 0 0 0 0 0 735
08:45 39 54 0 0 57 212 84 0 0 285 104 0 0 0 0 0 835
Total 149 235 0 0 185 778 259 0 0 1146 373 0 0 0 0 0 3125
16:00 131 104 0 0 26 361 84 0 0 171 134 0 0 0 0 0 1011
16:15 125 125 0 0 25 408 67 0 0 146 132 0 0 0 0 0 1028
16:30 141 132 0 0 26 410 76 0 0 128 126 0 0 0 0 0 1039
16:45 139 118 0 0 37 417 73 0 0 145 108 0 0 0 0 0 1037
Total 536 479 0 0 114 1596 300 0 0 590 500 0 0 0 0 0 4115
17:00 119 153 0 0 10 394 60 0 0 194 136 0 0 0 0 0 1066
17:15 152 193 0 0 16 382 48 0 0 170 120 0 0 0 0 0 1081
17:30 134 140 0 0 11 403 71 0 0 148 86 0 0 0 0 0 993
17:45 110 114 0 0 22 383 82 0 0 131 93 0 0 0 0 0 935
Total 515 600 0 0 59 1562 261 0 0 643 435 0 0 0 0 0 4075
18:00 95 100 0 0 21 324 61 0 0 117 107 0 0 0 0 0 825
18:15 79 88 0 0 23 305 67 0 0 89 112 0 0 0 0 0 763
Grand Total 1457 1716 0 0 495 5135 1097 0 0 3301 1899 0 0 0 0 0 15100
Apprch %45.9 54.1 0 0 7.4 76.3 16.3 0 0 63.5 36.5 0 0 0 0 0
Total %9.6 11.4 0 0 3.3 34 7.3 0 0 21.9 12.6 0 0 0 0 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-16
File Name : H2402007
Site Code : 00000000
Start Date : 2/8/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: CAMPUS DRIVE
E-W Direction: BRISTOL ST-NORTH
CAMPUS DRIVE
Southbound
BRISTOL ST-NORTH
Westbound
CAMPUS DRIVE
Northbound
BRISTOL ST-NORTH
Eastbound
Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
08:00 33 58 0 0 91 40 190 56 0 286 0 295 94 0 389 0 0 0 0 0 766
08:15 34 63 0 0 97 47 208 68 0 323 0 264 105 0 369 0 0 0 0 0 789
08:30 43 60 0 0 103 41 168 51 0 260 0 302 70 0 372 0 0 0 0 0 735
08:45 39 54 0 0 93 57 212 84 0 353 0 285 104 0 389 0 0 0 0 0 835
Total Volume 149 235 0 0 384 185 778 259 0 1222 0 1146 373 0 1519 0 0 0 0 0 3125
% App. Total 38.8 61.2 0 0 15.1 63.7 21.2 0 0 75.4 24.6 0 0 0 0 0
PHF .866 .933 .000 .000 .932 .811 .917 .771 .000 .865 .000 .949 .888 .000 .976 .000 .000 .000 .000 .000 .936
CAMPUS DRIVE
B
R
I
S
T
O
L
S
T
-
N
O
R
T
H
B
R
I
S
T
O
L
S
T
-
N
O
R
T
H
CAMPUS DRIVE
Right
149
Thru
235
Left
0
U
Turns
0
InOut Total
1331 384 1715
Rig
h
t
18
5
Th
r
u 77
8
Le
f
t
25
9
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
0
12
2
2
12
2
2
Left
373
Thru
1146
Right
0
U
Turns
0
Out TotalIn
494 1519 2013
Le
f
t
0
Th
r
u
0
Ri
g
h
t
0
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
13
0
0
0
13
0
0
Peak Hour Begins at 08:00
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-17
File Name : H2402007
Site Code : 00000000
Start Date : 2/8/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: CAMPUS DRIVE
E-W Direction: BRISTOL ST-NORTH
CAMPUS DRIVE
Southbound
BRISTOL ST-NORTH
Westbound
CAMPUS DRIVE
Northbound
BRISTOL ST-NORTH
Eastbound
Start
Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
16:30 141 132 0 0 273 26 410 76 0 512 0 128 126 0 254 0 0 0 0 0 1039
16:45 139 118 0 0 257 37 417 73 0 527 0 145 108 0 253 0 0 0 0 0 1037
17:00 119 153 0 0 272 10 394 60 0 464 0 194 136 0 330 0 0 0 0 0 1066
17:15 152 193 0 0 345 16 382 48 0 446 0 170 120 0 290 0 0 0 0 0 1081
Total Volume 551 596 0 0 1147 89 1603 257 0 1949 0 637 490 0 1127 0 0 0 0 0 4223
% App. Total 48 52 0 0 4.6 82.2 13.2 0 0 56.5 43.5 0 0 0 0 0
PHF .906 .772 .000 .000 .831 .601 .961 .845 .000 .925 .000 .821 .901 .000 .854 .000 .000 .000 .000 .000 .977
CAMPUS DRIVE
B
R
I
S
T
O
L
S
T
-
N
O
R
T
H
B
R
I
S
T
O
L
S
T
-
N
O
R
T
H
CAMPUS DRIVE
Right
551
Thru
596
Left
0
U
Turns
0
InOut Total
726 1147 1873
Ri
g
h
t
89
Th
r
u
16
0
3
Le
f
t
25
7
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
0
19
4
9
19
4
9
Left
490
Thru
637
Right
0
U
Turns
0
Out TotalIn
853 1127 1980
Le
f
t
0
Th
r
u
0
Rig
h
t
0
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
26
4
4
0
26
4
4
Peak Hour Begins at 16:30
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-18
File Name : H2402003
Site Code : 00000000
Start Date : 2/8/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: CAMPUS DR/IRVINE AVE
E-W Direction: BRISTOL ST - SOUTH
Groups Printed- Turning Movement Count
CAMPUS DRIVE
Southbound
BRISTOL ST - SOUTH
Westbound
IRVINE AVENUE
Northbound
BRISTOL ST - SOUTH
Eastbound
Start Time Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Int. Total
07:00 0 51 10 0 0 0 0 0 25 61 0 0 94 234 108 0 583
07:15 0 63 12 0 0 0 0 0 30 82 0 0 90 250 124 0 651
07:30 0 75 20 0 0 0 0 0 41 138 0 0 85 267 177 0 803
07:45 0 108 18 0 0 0 0 0 65 184 0 0 105 383 190 0 1053
Total 0 297 60 0 0 0 0 0 161 465 0 0 374 1134 599 0 3090
08:00 0 94 25 0 0 0 0 0 60 166 0 0 97 362 215 0 1019
08:15 0 105 19 0 0 0 0 0 60 169 0 0 110 355 195 0 1013
08:30 0 96 28 0 0 0 0 0 53 158 0 0 90 362 205 0 992
08:45 0 109 23 0 0 0 0 0 57 196 0 0 97 325 180 0 987
Total 0 404 95 0 0 0 0 0 230 689 0 0 394 1404 795 0 4011
16:00 0 139 39 1 0 0 0 0 59 159 0 0 113 217 134 0 861
16:15 0 155 31 0 0 0 0 0 52 171 0 0 103 189 97 0 798
16:30 0 159 49 0 0 0 0 0 61 133 0 0 102 191 98 0 793
16:45 0 154 27 1 0 0 0 0 49 159 0 0 133 233 118 0 874
Total 0 607 146 2 0 0 0 0 221 622 0 0 451 830 447 0 3326
17:00 0 169 28 0 0 0 0 0 68 177 0 0 121 235 121 0 919
17:15 0 220 46 1 0 0 0 0 63 166 0 0 104 167 114 0 881
17:30 0 169 46 0 0 0 0 0 67 147 0 0 87 189 77 0 782
17:45 0 149 29 1 0 0 0 0 60 118 0 0 107 193 87 0 744
Total 0 707 149 2 0 0 0 0 258 608 0 0 419 784 399 0 3326
18:00 0 123 22 0 0 0 0 0 46 158 0 0 104 119 71 0 643
18:15 0 121 36 0 0 0 0 0 40 115 0 0 99 128 79 0 618
Grand Total 0 2259 508 4 0 0 0 0 956 2657 0 0 1841 4399 2390 0 15014
Apprch %0 81.5 18.3 0.1 0 0 0 0 26.5 73.5 0 0 21.3 51 27.7 0
Total %0 15 3.4 0 0 0 0 0 6.4 17.7 0 0 12.3 29.3 15.9 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-19
File Name : H2402003
Site Code : 00000000
Start Date : 2/8/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: CAMPUS DR/IRVINE AVE
E-W Direction: BRISTOL ST - SOUTH
CAMPUS DRIVE
Southbound
BRISTOL ST - SOUTH
Westbound
IRVINE AVENUE
Northbound
BRISTOL ST - SOUTH
Eastbound
Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
07:45 0 108 18 0 126 0 0 0 0 0 65 184 0 0 249 105 383 190 0 678 1053
08:00 0 94 25 0 119 0 0 0 0 0 60 166 0 0 226 97 362 215 0 674 1019
08:15 0 105 19 0 124 0 0 0 0 0 60 169 0 0 229 110 355 195 0 660 1013
08:30 0 96 28 0 124 0 0 0 0 0 53 158 0 0 211 90 362 205 0 657 992
Total Volume 0 403 90 0 493 0 0 0 0 0 238 677 0 0 915 402 1462 805 0 2669 4077
% App. Total 0 81.7 18.3 0 0 0 0 0 26 74 0 0 15.1 54.8 30.2 0
PHF .000 .933 .804 .000 .978 .000 .000 .000 .000 .000 .915 .920 .000 .000 .919 .914 .954 .936 .000 .984 .968
CAMPUS DRIVE
B
R
I
S
T
O
L
S
T
-
S
O
U
T
H
B
R
I
S
T
O
L
S
T
-
S
O
U
T
H
IRVINE AVENUE
Right
0
Thru
403
Left
90
U
Turns
0
InOut Total
1482 493 1975
Rig
h
t
0
Th
r
u
0
Le
f
t
0
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
17
9
0
0
17
9
0
Left
0
Thru
677
Right
238
U
Turns
0
Out TotalIn
805 915 1720
Le
f
t
80
5
Th
r
u
14
6
2
Ri
g
h
t
40
2
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
0
26
6
9
26
6
9
Peak Hour Begins at 07:45
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-20
File Name : H2402003
Site Code : 00000000
Start Date : 2/8/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: CAMPUS DR/IRVINE AVE
E-W Direction: BRISTOL ST - SOUTH
CAMPUS DRIVE
Southbound
BRISTOL ST - SOUTH
Westbound
IRVINE AVENUE
Northbound
BRISTOL ST - SOUTH
Eastbound
Start
Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
16:30 0 159 49 0 208 0 0 0 0 0 61 133 0 0 194 102 191 98 0 391 793
16:45 0 154 27 1 182 0 0 0 0 0 49 159 0 0 208 133 233 118 0 484 874
17:00 0 169 28 0 197 0 0 0 0 0 68 177 0 0 245 121 235 121 0 477 919
17:15 0 220 46 1 267 0 0 0 0 0 63 166 0 0 229 104 167 114 0 385 881
Total Volume 0 702 150 2 854 0 0 0 0 0 241 635 0 0 876 460 826 451 0 1737 3467
% App. Total 0 82.2 17.6 0.2 0 0 0 0 27.5 72.5 0 0 26.5 47.6 26 0
PHF .000 .798 .765 .500 .800 .000 .000 .000 .000 .000 .886 .897 .000 .000 .894 .865 .879 .932 .000 .897 .943
CAMPUS DRIVE
B
R
I
S
T
O
L
S
T
-
S
O
U
T
H
B
R
I
S
T
O
L
S
T
-
S
O
U
T
H
IRVINE AVENUE
Right
0
Thru
702
Left
150
U
Turns
2
InOut Total
1086 854 1940
Rig
h
t
0
Th
r
u
0
Le
f
t
0
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
12
1
7
0
12
1
7
Left
0
Thru
635
Right
241
U
Turns
0
Out TotalIn
1162 876 2038
Le
f
t
45
1
Th
r
u
82
6
Ri
g
h
t
46
0
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
0
17
3
7
17
3
7
Peak Hour Begins at 16:30
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-21
File Name : H2402008
Site Code : 00000000
Start Date : 3/19/2024
Page No : 1
City of Newport Beach
N-S Direction: Birch St
E-W Direction: Bristol St North
Groups Printed- Turning Movements
Birch St
Southbound
Bristol St North
Westbound
Birch St
Northbound
Bristol St North
Eastbound
Start Time Right Thru Left U Turn Right Thru Left U Turn Right Thru Left U Turn Right Thru Left U Turn Int. Total
07:00 9 14 0 0 6 107 30 0 0 78 9 0 0 0 0 0 253
07:15 13 10 0 0 10 142 61 0 0 90 17 0 0 0 0 0 343
07:30 16 19 0 0 21 257 51 0 0 105 13 0 0 0 0 0 482
07:45 17 34 0 0 24 271 74 0 0 168 23 0 0 0 0 0 611
Total 55 77 0 0 61 777 216 0 0 441 62 0 0 0 0 0 1689
08:00 21 34 0 0 39 246 74 0 0 167 30 0 0 0 0 0 611
08:15 33 29 0 0 65 257 101 0 0 172 13 0 0 0 0 0 670
08:30 15 30 0 0 67 300 93 0 0 176 28 0 0 0 0 0 709
08:45 36 35 0 0 57 311 110 0 0 190 23 0 0 0 0 0 762
Total 105 128 0 0 228 1114 378 0 0 705 94 0 0 0 0 0 2752
16:00 112 60 0 0 34 362 66 0 0 79 44 0 0 0 0 0 757
16:15 105 69 0 0 33 327 78 0 0 82 28 0 0 0 0 0 722
16:30 113 73 0 0 43 379 99 0 0 63 48 0 0 0 0 0 818
16:45 101 77 0 0 30 389 85 0 0 59 35 0 0 0 0 0 776
Total 431 279 0 0 140 1457 328 0 0 283 155 0 0 0 0 0 3073
17:00 171 94 0 0 19 332 97 0 0 79 45 0 0 0 0 0 837
17:15 142 86 0 0 36 267 138 0 0 75 33 0 0 0 0 0 777
17:30 106 71 0 0 25 380 95 0 0 55 28 0 0 0 0 0 760
17:45 102 50 0 0 23 336 82 0 0 70 31 0 0 0 0 0 694
Total 521 301 0 0 103 1315 412 0 0 279 137 0 0 0 0 0 3068
18:00 90 55 0 0 13 299 73 0 0 49 38 0 0 0 0 0 617
18:15 81 42 0 0 25 291 56 0 0 45 25 0 0 0 0 0 565
Grand Total 1283 882 0 0 570 5253 1463 0 0 1802 511 0 0 0 0 0 11764
Apprch %59.3 40.7 0 0 7.8 72.1 20.1 0 0 77.9 22.1 0 0 0 0 0
Total %10.9 7.5 0 0 4.8 44.7 12.4 0 0 15.3 4.3 0 0 0 0 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-22
File Name : H2402008
Site Code : 00000000
Start Date : 3/19/2024
Page No : 2
City of Newport Beach
N-S Direction: Birch St
E-W Direction: Bristol St North
Birch St
Southbound
Bristol St North
Westbound
Birch St
Northbound
Bristol St North
Eastbound
Start Time Right Thru Left U Turn App. Total Right Thru Left U Turn App. Total Right Thru Left U Turn App. Total Right Thru Left U Turn App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
08:00 21 34 0 0 55 39 246 74 0 359 0 167 30 0 197 0 0 0 0 0 611
08:15 33 29 0 0 62 65 257 101 0 423 0 172 13 0 185 0 0 0 0 0 670
08:30 15 30 0 0 45 67 300 93 0 460 0 176 28 0 204 0 0 0 0 0 709
08:45 36 35 0 0 71 57 311 110 0 478 0 190 23 0 213 0 0 0 0 0 762
Total Volume 105 128 0 0 233 228 1114 378 0 1720 0 705 94 0 799 0 0 0 0 0 2752
% App. Total 45.1 54.9 0 0 13.3 64.8 22 0 0 88.2 11.8 0 0 0 0 0
PHF .729 .914 .000 .000 .820 .851 .895 .859 .000 .900 .000 .928 .783 .000 .938 .000 .000 .000 .000 .000 .903
Birch St
B
r
i
s
t
o
l
S
t
N
o
r
t
h
B
r
i
s
t
o
l
S
t
N
o
r
t
h
Birch St
Right
105
Thru
128
Left
0
U
Turn
0
InOut Total
933 233 1166
Rig
h
t
22
8
Th
r
u
11
1
4
Le
f
t
37
8
UTu
r
n
0
Ou
t
To
t
a
l
In
0
17
2
0
17
2
0
Left
94
Thru
705
Right
0
U
Turn
0
Out TotalIn
506 799 1305
Le
f
t
0
Th
r
u
0
Ri
g
h
t
0
U Tu
r
n
0
To
t
a
l
Ou
t
In
13
1
3
0
13
1
3
Peak Hour Begins at 08:00
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-23
File Name : H2402008
Site Code : 00000000
Start Date : 3/19/2024
Page No : 3
City of Newport Beach
N-S Direction: Birch St
E-W Direction: Bristol St North
Birch St
Southbound
Bristol St North
Westbound
Birch St
Northbound
Bristol St North
Eastbound
Start
Time Right Thru Left U Turn App. Total Right Thru Left U Turn App. Total Right Thru Left U Turn App. Total Right Thru Left U Turn App. Total Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
16:30 113 73 0 0 186 43 379 99 0 521 0 63 48 0 111 0 0 0 0 0 818
16:45 101 77 0 0 178 30 389 85 0 504 0 59 35 0 94 0 0 0 0 0 776
17:00 171 94 0 0 265 19 332 97 0 448 0 79 45 0 124 0 0 0 0 0 837
17:15 142 86 0 0 228 36 267 138 0 441 0 75 33 0 108 0 0 0 0 0 777
Total Volume 527 330 0 0 857 128 1367 419 0 1914 0 276 161 0 437 0 0 0 0 0 3208
% App. Total 61.5 38.5 0 0 6.7 71.4 21.9 0 0 63.2 36.8 0 0 0 0 0
PHF .770 .878 .000 .000 .808 .744 .879 .759 .000 .918 .000 .873 .839 .000 .881 .000 .000 .000 .000 .000 .958
Birch St
B
r
i
s
t
o
l
S
t
N
o
r
t
h
B
r
i
s
t
o
l
S
t
N
o
r
t
h
Birch St
Right
527
Thru
330
Left
0
U
Turn
0
InOut Total
404 857 1261
Ri
g
h
t
12
8
Th
r
u
13
6
7
Le
f
t
41
9
UTu
r
n
0
Ou
t
To
t
a
l
In
0
19
1
4
19
1
4
Left
161
Thru
276
Right
0
U
Turn
0
Out TotalIn
749 437 1186
Le
f
t
0
Th
r
u
0
Rig
h
t
0
U Tu
r
n
0
To
t
a
l
Ou
t
In
20
5
5
0
20
5
5
Peak Hour Begins at 16:30
Turning Movements
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-24
File Name : H2402004
Site Code : 00000000
Start Date : 2/8/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: BIRCH STREET
E-W Direction: BRISTOL ST-SOUTH
Groups Printed- Turning Movement Count
BIRCH STREET
Southbound
BRISTOL ST-SOUTH
Westbound
BIRCH STREET
Northbound
BRISTOL ST- SOUTH
Eastbound
Start Time Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Int. Total
07:00 0 37 13 0 0 0 0 0 18 24 0 0 30 162 68 0 352
07:15 0 36 16 0 0 0 0 0 35 26 0 0 43 183 80 0 419
07:30 0 76 15 0 0 0 0 0 72 41 0 0 32 225 90 0 551
07:45 0 68 24 0 0 0 0 0 76 54 0 0 44 270 146 0 682
Total 0 217 68 0 0 0 0 0 201 145 0 0 149 840 384 0 2004
08:00 0 101 39 0 0 0 0 0 53 60 0 0 69 267 139 0 728
08:15 0 94 35 0 0 0 0 0 50 58 0 0 52 238 155 0 682
08:30 0 101 46 0 0 0 0 0 50 63 0 0 53 260 125 0 698
08:45 0 96 50 0 0 0 0 0 66 69 0 0 34 223 132 0 670
Total 0 392 170 0 0 0 0 0 219 250 0 0 208 988 551 0 2778
16:00 0 80 50 0 0 0 0 0 65 67 0 0 26 219 57 0 564
16:15 0 117 58 0 0 0 0 0 59 62 0 0 28 202 63 0 589
16:30 0 112 53 0 0 0 0 0 74 61 0 0 20 217 63 0 600
16:45 0 100 41 0 0 0 0 0 74 49 0 0 29 208 71 0 572
Total 0 409 202 0 0 0 0 0 272 239 0 0 103 846 254 0 2325
17:00 0 131 36 0 0 0 0 0 67 67 0 0 28 267 56 0 652
17:15 0 154 30 0 0 0 0 0 49 54 0 0 25 212 45 0 569
17:30 0 130 54 0 0 0 0 0 51 60 0 0 25 228 40 0 588
17:45 0 90 34 0 0 0 0 0 44 53 0 0 20 212 46 0 499
Total 0 505 154 0 0 0 0 0 211 234 0 0 98 919 187 0 2308
18:00 0 91 46 0 0 0 0 0 46 41 0 0 24 156 24 0 428
18:15 0 56 30 0 0 0 0 0 20 25 0 0 19 167 32 0 349
Grand Total 0 1670 670 0 0 0 0 0 969 934 0 0 601 3916 1432 0 10192
Apprch %0 71.4 28.6 0 0 0 0 0 50.9 49.1 0 0 10.1 65.8 24.1 0
Total %0 16.4 6.6 0 0 0 0 0 9.5 9.2 0 0 5.9 38.4 14.1 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-25
File Name : H2402004
Site Code : 00000000
Start Date : 2/8/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: BIRCH STREET
E-W Direction: BRISTOL ST-SOUTH
BIRCH STREET
Southbound
BRISTOL ST-SOUTH
Westbound
BIRCH STREET
Northbound
BRISTOL ST- SOUTH
Eastbound
Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
07:45 0 68 24 0 92 0 0 0 0 0 76 54 0 0 130 44 270 146 0 460 682
08:00 0 101 39 0 140 0 0 0 0 0 53 60 0 0 113 69 267 139 0 475 728
08:15 0 94 35 0 129 0 0 0 0 0 50 58 0 0 108 52 238 155 0 445 682
08:30 0 101 46 0 147 0 0 0 0 0 50 63 0 0 113 53 260 125 0 438 698
Total Volume 0 364 144 0 508 0 0 0 0 0 229 235 0 0 464 218 1035 565 0 1818 2790
% App. Total 0 71.7 28.3 0 0 0 0 0 49.4 50.6 0 0 12 56.9 31.1 0
PHF .000 .901 .783 .000 .864 .000 .000 .000 .000 .000 .753 .933 .000 .000 .892 .790 .958 .911 .000 .957 .958
BIRCH STREET
B
R
I
S
T
O
L
S
T
-
S
O
U
T
H
B
R
I
S
T
O
L
S
T
-
S
O
U
T
H
BIRCH STREET
Right
0
Thru
364
Left
144
U
Turns
0
InOut Total
800 508 1308
Rig
h
t
0
Th
r
u
0
Le
f
t
0
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
14
0
8
0
14
0
8
Left
0
Thru
235
Right
229
U
Turns
0
Out TotalIn
582 464 1046
Le
f
t
56
5
Th
r
u
10
3
5
Ri
g
h
t
21
8
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
0
18
1
8
18
1
8
Peak Hour Begins at 07:45
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-26
File Name : H2402004
Site Code : 00000000
Start Date : 2/8/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: BIRCH STREET
E-W Direction: BRISTOL ST-SOUTH
BIRCH STREET
Southbound
BRISTOL ST-SOUTH
Westbound
BIRCH STREET
Northbound
BRISTOL ST- SOUTH
Eastbound
Start
Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:15
16:15 0 117 58 0 175 0 0 0 0 0 59 62 0 0 121 28 202 63 0 293 589
16:30 0 112 53 0 165 0 0 0 0 0 74 61 0 0 135 20 217 63 0 300 600
16:45 0 100 41 0 141 0 0 0 0 0 74 49 0 0 123 29 208 71 0 308 572
17:00 0 131 36 0 167 0 0 0 0 0 67 67 0 0 134 28 267 56 0 351 652
Total Volume 0 460 188 0 648 0 0 0 0 0 274 239 0 0 513 105 894 253 0 1252 2413
% App. Total 0 71 29 0 0 0 0 0 53.4 46.6 0 0 8.4 71.4 20.2 0
PHF .000 .878 .810 .000 .926 .000 .000 .000 .000 .000 .926 .892 .000 .000 .950 .905 .837 .891 .000 .892 .925
BIRCH STREET
B
R
I
S
T
O
L
S
T
-
S
O
U
T
H
B
R
I
S
T
O
L
S
T
-
S
O
U
T
H
BIRCH STREET
Right
0
Thru
460
Left
188
U
Turns
0
InOut Total
492 648 1140
Ri
g
h
t
0
Th
r
u
0
Le
f
t
0
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
13
5
6
0
13
5
6
Left
0
Thru
239
Right
274
U
Turns
0
Out TotalIn
565 513 1078
Le
f
t
25
3
Th
r
u89
4
Rig
h
t
10
5
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
0
12
5
2
12
5
2
Peak Hour Begins at 16:15
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-27
File Name : H2402009
Site Code : 00000000
Start Date : 2/8/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: BRISTOL ST- NORTH
Groups Printed- Turning Movement Count
JAMBOREE ROAD
Southbound
SR-73 NB ON RAMP
Westbound
JAMBOREE ROAD
Northbound
BRISTOL STREET
Eastbound
Start Time Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Int. Total
07:00 54 113 0 0 0 0 0 0 114 183 62 0 0 0 0 0 526
07:15 50 113 0 0 0 0 0 0 131 219 92 0 0 0 0 0 605
07:30 82 174 0 0 0 0 0 0 168 276 112 0 0 0 0 0 812
07:45 89 205 0 0 0 0 0 0 147 299 106 0 0 0 0 0 846
Total 275 605 0 0 0 0 0 0 560 977 372 0 0 0 0 0 2789
08:00 97 176 0 0 0 0 0 0 134 329 139 0 0 0 0 0 875
08:15 108 173 0 0 0 0 0 0 155 359 138 0 0 0 0 0 933
08:30 96 167 0 0 0 0 0 0 137 368 143 0 0 0 0 0 911
08:45 115 171 0 0 0 0 0 0 125 354 165 0 0 0 0 0 930
Total 416 687 0 0 0 0 0 0 551 1410 585 0 0 0 0 0 3649
16:00 139 124 0 0 0 0 0 0 224 347 150 0 0 0 0 0 984
16:15 137 130 0 0 0 0 0 0 256 416 170 0 0 0 0 0 1109
16:30 147 166 0 0 0 0 0 0 241 390 153 0 0 0 0 0 1097
16:45 167 154 0 0 0 0 0 0 203 372 136 0 0 0 0 0 1032
Total 590 574 0 0 0 0 0 0 924 1525 609 0 0 0 0 0 4222
17:00 189 195 0 0 0 0 0 0 234 360 158 0 0 0 0 0 1136
17:15 133 192 0 0 0 0 0 0 240 327 134 1 0 0 0 0 1027
17:30 119 180 0 0 0 0 0 0 175 311 111 0 0 0 0 0 896
17:45 134 148 0 0 0 0 0 0 206 330 122 0 0 0 0 0 940
Total 575 715 0 0 0 0 0 0 855 1328 525 1 0 0 0 0 3999
18:00 130 116 0 0 0 0 0 0 195 279 103 0 0 0 0 0 823
18:15 111 115 0 0 0 0 0 0 181 270 117 0 0 0 0 0 794
Grand Total 2097 2812 0 0 0 0 0 0 3266 5789 2311 1 0 0 0 0 16276
Apprch %42.7 57.3 0 0 0 0 0 0 28.7 50.9 20.3 0 0 0 0 0
Total %12.9 17.3 0 0 0 0 0 0 20.1 35.6 14.2 0 0 0 0 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-28
File Name : H2402009
Site Code : 00000000
Start Date : 2/8/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: BRISTOL ST- NORTH
JAMBOREE ROAD
Southbound
SR-73 NB ON RAMP
Westbound
JAMBOREE ROAD
Northbound
BRISTOL STREET
Eastbound
Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
08:00 97 176 0 0 273 0 0 0 0 0 134 329 139 0 602 0 0 0 0 0 875
08:15 108 173 0 0 281 0 0 0 0 0 155 359 138 0 652 0 0 0 0 0 933
08:30 96 167 0 0 263 0 0 0 0 0 137 368 143 0 648 0 0 0 0 0 911
08:45 115 171 0 0 286 0 0 0 0 0 125 354 165 0 644 0 0 0 0 0 930
Total Volume 416 687 0 0 1103 0 0 0 0 0 551 1410 585 0 2546 0 0 0 0 0 3649
% App. Total 37.7 62.3 0 0 0 0 0 0 21.6 55.4 23 0 0 0 0 0
PHF .904 .976 .000 .000 .964 .000 .000 .000 .000 .000 .889 .958 .886 .000 .976 .000 .000 .000 .000 .000 .978
JAMBOREE ROAD
B
R
I
S
T
O
L
S
T
R
E
E
T
S
R
-
7
3
N
B
O
N
R
A
M
P
JAMBOREE ROAD
Right
416
Thru
687
Left
0
U
Turns
0
InOut Total
1410 1103 2513
Ri
g
h
t
0
Th
r
u
0
Le
f
t
0
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
55
1
0
55
1
Left
585
Thru
1410
Right
551
U
Turns
0
Out TotalIn
687 2546 3233
Le
f
t
0
Th
r
u
0
Rig
h
t
0
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
10
0
1
0
10
0
1
Peak Hour Begins at 08:00
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-29
File Name : H2402009
Site Code : 00000000
Start Date : 2/8/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: BRISTOL ST- NORTH
JAMBOREE ROAD
Southbound
SR-73 NB ON RAMP
Westbound
JAMBOREE ROAD
Northbound
BRISTOL STREET
Eastbound
Start
Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:15
16:15 137 130 0 0 267 0 0 0 0 0 256 416 170 0 842 0 0 0 0 0 1109
16:30 147 166 0 0 313 0 0 0 0 0 241 390 153 0 784 0 0 0 0 0 1097
16:45 167 154 0 0 321 0 0 0 0 0 203 372 136 0 711 0 0 0 0 0 1032
17:00 189 195 0 0 384 0 0 0 0 0 234 360 158 0 752 0 0 0 0 0 1136
Total Volume 640 645 0 0 1285 0 0 0 0 0 934 1538 617 0 3089 0 0 0 0 0 4374
% App. Total 49.8 50.2 0 0 0 0 0 0 30.2 49.8 20 0 0 0 0 0
PHF .847 .827 .000 .000 .837 .000 .000 .000 .000 .000 .912 .924 .907 .000 .917 .000 .000 .000 .000 .000 .963
JAMBOREE ROAD
B
R
I
S
T
O
L
S
T
R
E
E
T
S
R
-
7
3
N
B
O
N
R
A
M
P
JAMBOREE ROAD
Right
640
Thru
645
Left
0
U
Turns
0
InOut Total
1538 1285 2823
Rig
h
t
0
Th
r
u
0
Le
f
t
0
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
93
4
0
93
4
Left
617
Thru
1538
Right
934
U
Turns
0
Out TotalIn
645 3089 3734
Le
f
t
0
Th
r
u
0
Ri
g
h
t
0
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
12
5
7
0
12
5
7
Peak Hour Begins at 16:15
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-30
File Name : H2402006
Site Code : 00000000
Start Date : 2/8/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: BRISTOL STREET-SOUTH
Groups Printed- Turning Movement Count
JAMBOREE ROAD
Southbound
SR-73 SB ON RAMP
Westbound
JAMBOREE ROAD
Northbound
BRISTOL ST-SOUTH
Eastbound
Start Time Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Int. Total
07:00 0 127 0 0 0 0 0 0 4 209 0 0 275 66 132 0 813
07:15 0 124 0 0 0 0 0 0 5 277 0 0 261 63 158 0 888
07:30 0 152 0 0 0 0 0 0 3 296 0 0 308 91 210 0 1060
07:45 0 203 0 0 0 0 0 0 7 301 0 0 355 99 228 0 1193
Total 0 606 0 0 0 0 0 0 19 1083 0 0 1199 319 728 0 3954
08:00 0 205 0 0 0 0 0 0 4 424 0 0 322 84 194 0 1233
08:15 0 154 0 0 0 0 0 0 4 349 0 0 306 94 189 0 1096
08:30 0 176 0 0 0 0 0 0 8 456 0 0 297 87 206 0 1230
08:45 0 176 0 0 0 0 0 0 13 378 0 0 286 91 191 0 1135
Total 0 711 0 0 0 0 0 0 29 1607 0 0 1211 356 780 0 4694
16:00 0 129 0 0 0 0 0 0 9 532 0 0 257 136 172 0 1235
16:15 0 144 0 0 0 0 0 0 20 504 0 0 208 129 169 0 1174
16:30 0 145 0 0 0 0 0 0 16 465 0 0 260 161 188 0 1235
16:45 0 167 0 0 0 0 0 0 20 567 0 0 218 134 165 0 1271
Total 0 585 0 0 0 0 0 0 65 2068 0 0 943 560 694 0 4915
17:00 0 191 0 0 0 0 0 0 15 489 0 0 215 142 216 0 1268
17:15 0 162 0 0 0 0 0 0 12 423 0 0 222 141 150 0 1110
17:30 0 193 0 0 0 0 0 0 14 458 0 0 260 127 164 0 1216
17:45 0 138 0 0 0 0 0 0 15 388 0 0 227 124 185 0 1077
Total 0 684 0 0 0 0 0 0 56 1758 0 0 924 534 715 0 4671
18:00 0 111 0 0 0 0 0 0 16 423 0 0 182 100 159 0 991
18:15 0 135 0 0 0 0 0 0 12 416 0 0 184 95 131 0 973
Grand Total 0 2832 0 0 0 0 0 0 197 7355 0 0 4643 1964 3207 0 20198
Apprch %0 100 0 0 0 0 0 0 2.6 97.4 0 0 47.3 20 32.7 0
Total %0 14 0 0 0 0 0 0 1 36.4 0 0 23 9.7 15.9 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-31
File Name : H2402006
Site Code : 00000000
Start Date : 2/8/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: BRISTOL STREET-SOUTH
JAMBOREE ROAD
Southbound
SR-73 SB ON RAMP
Westbound
JAMBOREE ROAD
Northbound
BRISTOL ST-SOUTH
Eastbound
Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 07:00 to 11:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
07:45 0 203 0 0 203 0 0 0 0 0 7 301 0 0 308 355 99 228 0 682 1193
08:00 0 205 0 0 205 0 0 0 0 0 4 424 0 0 428 322 84 194 0 600 1233
08:15 0 154 0 0 154 0 0 0 0 0 4 349 0 0 353 306 94 189 0 589 1096
08:30 0 176 0 0 176 0 0 0 0 0 8 456 0 0 464 297 87 206 0 590 1230
Total Volume 0 738 0 0 738 0 0 0 0 0 23 1530 0 0 1553 1280 364 817 0 2461 4752
% App. Total 98.5 14.8 33.2
PHF .000 .900 .000 .000 .900 .000 .000 .000 .000 .000 .719 .839 .000 .000 .837 .901 .919 .896 .000 .902 .964
JAMBOREE ROAD
B
R
I
S
T
O
L
S
T
-
S
O
U
T
H
S
R
-
7
3
S
B
O
N
R
A
M
P
JAMBOREE ROAD
Right
0
Thru
738
Left
0
U
Turns
0
InOut Total
2347 738 3085
Rig
h
t
0
Th
r
u
0
Le
f
t
0
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
38
7
0
38
7
Left
0
Thru
1530
Right
23
U
Turns
0
Out TotalIn
2018 1553 3571
Le
f
t
81
7
Th
r
u
36
4
Ri
g
h
t
12
8
0
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
0
24
6
1
24
6
1
Peak Hour Begins at 07:45
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-32
File Name : H2402006
Site Code : 00000000
Start Date : 2/8/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: BRISTOL STREET-SOUTH
JAMBOREE ROAD
Southbound
SR-73 SB ON RAMP
Westbound
JAMBOREE ROAD
Northbound
BRISTOL ST-SOUTH
Eastbound
Start
Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 12:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:15
16:15 0 144 0 0 144 0 0 0 0 0 20 504 0 0 524 208 129 169 0 506 1174
16:30 0 145 0 0 145 0 0 0 0 0 16 465 0 0 481 260 161 188 0 609 1235
16:45 0 167 0 0 167 0 0 0 0 0 20 567 0 0 587 218 134 165 0 517 1271
17:00 0 191 0 0 191 0 0 0 0 0 15 489 0 0 504 215 142 216 0 573 1268
Total Volume 0 647 0 0 647 0 0 0 0 0 71 2025 0 0 2096 901 566 738 0 2205 4948
% App. Total 0 100 0 0 0 0 0 0 3.4 96.6 0 0 40.9 25.7 33.5 0
PHF .000 .847 .000 .000 .847 .000 .000 .000 .000 .000 .888 .893 .000 .000 .893 .866 .879 .854 .000 .905 .973
JAMBOREE ROAD
B
R
I
S
T
O
L
S
T
-
S
O
U
T
H
S
R
-
7
3
S
B
O
N
R
A
M
P
JAMBOREE ROAD
Right
0
Thru
647
Left
0
U
Turns
0
InOut Total
2763 647 3410
Ri
g
h
t
0
Th
r
u
0
Le
f
t
0
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
63
7
0
63
7
Left
0
Thru
2025
Right
71
U
Turns
0
Out TotalIn
1548 2096 3644
Le
f
t
73
8
Th
r
u56
6
Rig
h
t
90
1
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
0
22
0
5
22
0
5
Peak Hour Begins at 16:15
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-33
T012524
DATE:LOCATION:PROJECT #:SC4778
Wed, Jul 10, 24 NORTH & SOUTH:LOCATION #:10 EAST & WEST:CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTLLANES:0 X 0 X X X X 3 1 1 3 X 0 0 1 0
7:00 AM 5 0 7 0 0 0 0 79 4 8 106 0 209 0 0 1 0 17:15 AM 4 0 11 0 0 0 0 112 8 10 96 0 241 0 0 0 0 0
7:30 AM 2 0 6 0 0 0 0 156 7 13 127 0 311 0 0 0 0 07:45 AM 7 0 15 0 0 0 0 223 16 24 195 0 480 0 0 1 0 18:00 AM 6 0 6 0 0 0 0 188 8 19 197 0 424 0 0 0 0 0
8:15 AM 10 0 10 0 0 0 0 226 14 28 186 0 474 0 0 1 1 2
8:30 AM 10 0 4 0 0 0 0 218 11 19 155 0 417 0 0 0 0 08:45 AM 7 0 14 0 0 0 0 252 19 31 172 0 495 0 0 1 0 1VOLUMES5107300001,454 87 152 1,234 0 3,056 0 0 4 1 5
APPROACH %41%0%59%0%0%0%0%94%6%11%89%0%APP/DEPART 124 /0 0 /239 1,545 /1,528 1,387 /1,289 0BEGIN PEAK HR
VOLUMES 33 0 34 0 0 0 0 884 52 97 710 0 1,813 0 0 2 1
APPROACH %49%0%51%0%0%0%0%94%6%12%88%0%PEAK HR FACTOR 0.798 0.000 0.862 0.935 0.914APP/DEPART 67 /0 0 /149 938 /919 808 /745 0
4:00 PM 16 0 40 0 0 0 0 198 3 7 272 0 536 0 0 1 1 24:15 PM 9 0 30 0 0 0 0 208 7 9 288 0 551 0 0 1 0 14:30 PM 17 0 42 0 0 0 0 191 4 7 271 0 532 0 0 4 0 4
4:45 PM 21 0 27 0 0 0 0 207 4 15 309 0 583 0 0 3 0 3
5:00 PM 13 0 70 0 0 0 0 202 4 7 279 0 575 0 0 4 0 45:15 PM 20 0 30 0 0 0 0 184 4 8 403 0 649 0 0 2 2 45:30 PM 18 0 37 0 0 0 0 170 1 6 351 0 583 0 0 4 1 5
5:45 PM 13 0 25 0 0 0 0 163 3 8 269 0 481 0 0 4 1 5
6:00 PM 7 0 39 0 0 0 0 142 7 7 301 0 503 0 0 7 0 76:15 PM 9 0 17 0 0 0 0 158 4 2 285 0 475 0 0 7 0 7VOLUMES143035700001,823 41 76 3,028 0 5,510 0 0 37 5 42
APPROACH %29%0%71%0%0%0%0%96%2%2%97%0%APP/DEPART 500 /0 0 /117 1,901 /2,185 3,109 /3,208 0BEGIN PEAK HR
VOLUMES 72 0 164 0 0 0 0 763 13 36 1,342 0 2,406 0 0 13 3
APPROACH %31%0%69%0%0%0%0%97%2%3%97%0%PEAK HR FACTOR 0.711 0.000 0.922 0.836 0.921APP/DEPART 236 /0 0 /49 789 /930 1,381 /1,427 0
Orchard Dr
NORTH LEG
Irvine Ave WEST LEG EAST LEG Irvine Ave
SOUTH LEG
Orchard Dr
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Newport Beach
Orchard Dr
Irvine Ave
U-TURNS
Orchard Dr Orchard Dr Irvine Ave Irvine Ave
AM
8:00 AM
PM
4:45 PM
Apx-34
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
1,
3
8
7
3,
1
0
9
4,
4
9
6
4,
4
9
7
3,
2
0
8
1,
2
8
9
0 0 0
1,
2
3
4
3,
0
2
8
4,
2
6
2
TO
T
A
L
PM AM
15
2
76
22
8
0 0 0 AM PM
TO
T
A
L
3,
2
7
7
1,
8
2
3
1,
4
5
4
12
8
41
87
1,
5
2
8
2,
1
8
5
3,
7
1
3
3,
4
4
6
1,
9
0
1
1,
5
4
5
239 AM 51 0 73 124
117 PM 143 0 357 500
356 TOTAL 194 0 430 624
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
80
8
1,
3
8
1
2,
1
8
9
2,
1
7
2
1,
4
2
7
74
5
0 0 0
71
0
1,
3
4
2
2,
0
5
2
TO
T
A
L
PM AM AM 8:00 AM
9:45 AM
97
36
13
3
0 0 0
#N/A
AM PM
TO
T
A
L
1,
6
4
7
76
3
88
4
PM 4:45 PM
6:45 PM
65
13
52
91
9
93
0
1,
8
4
9
1,
7
2
7
78
9
93
8
149 AM 33 0 34 67
49 PM 72 0 164 236
198 Total 105 0 198 303
AimTD LLC
TURNING MOVEMENT COUNTS
Orchard Dr
Ir
v
i
n
e
A
v
e
Ir
v
i
n
e
A
v
e
ALL HOURS
Newport Beach
SC4778
Orchard Dr
Orchard Dr
Orchard Dr
Ir
v
i
n
e
A
v
e
Ir
v
i
n
e
A
v
e
PEAK HOUR
Apx-35
T012524
DATE:LOCATION:PROJECT #:SC4778
Wed, Jul 10, 24 NORTH & SOUTH:LOCATION #:11 EAST & WEST:CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTLLANES:1 1 0 1 1 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 9 8 2 2 1 0 38 4 4 35 3 106 0 0 0 0 07:15 AM 3 6 7 4 1 0 2 48 3 4 29 8 115 0 0 0 0 0
7:30 AM 1 2 7 4 1 1 1 60 3 6 45 14 145 0 0 0 0 07:45 AM 1 8 13 3 4 2 2 77 4 10 67 16 207 0 0 0 0 08:00 AM 3 10 13 1 2 1 0 81 3 12 66 16 208 0 0 0 0 0
8:15 AM 3 7 8 7 0 3 1 91 10 22 85 19 256 0 0 0 0 0
8:30 AM 4 5 21 10 1 1 0 101 14 10 53 12 232 0 0 0 0 08:45 AM 6 14 13 5 6 3 2 96 13 15 75 17 265 0 0 0 0 0VOLUMES216190361712859254834551051,534 0 0 0 0 0
APPROACH %12%35%52%55%26%18%1%91%8%13%71%16%APP/DEPART 172 /174 65 /154 654 /718 643 /488 0BEGIN PEAK HR
VOLUMES 16 36 55 23 9 8 3 369 40 59 279 64 961 0 0 0 0
APPROACH %15%34%51%58%23%20%1%90%10%15%69%16%PEAK HR FACTOR 0.811 0.714 0.896 0.798 0.907APP/DEPART 107 /103 40 /108 412 /447 402 /303 0
4:00 PM 6 9 10 11 1 2 0 89 5 11 88 12 244 0 0 0 0 04:15 PM 3 10 8 8 2 1 0 73 4 13 104 12 238 0 0 0 0 04:30 PM 3 18 9 13 4 1 0 88 7 14 108 10 275 0 0 0 0 0
4:45 PM 5 14 18 5 1 4 1 80 7 10 128 14 287 0 0 0 0 0
5:00 PM 7 13 14 19 6 1 1 70 6 13 118 12 280 0 0 0 0 05:15 PM 7 18 10 7 3 1 2 55 5 20 171 20 319 0 0 0 0 05:30 PM 5 15 14 9 1 0 0 55 2 15 167 15 298 0 0 0 0 0
5:45 PM 8 11 10 7 2 1 0 46 4 12 121 11 233 0 0 0 0 0
6:00 PM 7 7 8 12 4 1 2 44 4 13 82 6 190 0 0 0 0 06:15 PM 3 6 8 7 2 3 1 42 2 13 64 5 156 0 0 0 0 0VOLUMES541211099826157642461341,151 117 2,520 0 0 0 0 0
APPROACH %19%43%38%71%19%11%1%92%7%10%82%8%APP/DEPART 284 /245 139 /206 695 /849 1,402 /1,220 0BEGIN PEAK HR
VOLUMES 24 60 56 40 11 6 4 260 20 58 584 61 1,184 0 0 0 0
APPROACH %17%43%40%70%19%11%1%92%7%8%83%9%PEAK HR FACTOR 0.946 0.548 0.807 0.833 0.928APP/DEPART 140 /125 57 /89 284 /356 703 /614 0
Orchard Dr
NORTH LEG
SW Birch St WEST LEG EAST LEG SW Birch St
SOUTH LEG
Orchard Dr
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Newport Beach
Orchard Dr
SW Birch St
U-TURNS
Orchard Dr Orchard Dr SW Birch St SW Birch St
AM
8:00 AM
PM
4:45 PM
Apx-36
204 27 43 134 TOTAL 419
139 15 26 98 PM 245
65 12 17 36 AM 174
64
3
1,
4
0
2
2,
0
4
5
1,
7
0
8
1,
2
2
0
48
8
10
5
11
7
22
2
45
5
1,
1
5
1
1,
6
0
6
TO
T
A
L
PM AM 83
13
4
21
7
15
7 8 AM PM
TO
T
A
L
1,
2
3
4
64
2
59
2
10
0
46
54
71
8
84
9
1,
5
6
7
1,
3
4
9
69
5
65
4
154 AM 21 61 90 172
206 PM 54 121 109 284
360 TOTAL 75 182 199 456
97 14 20 63 TOTAL 228
57 6 11 40 PM 125
40 8 9 23 AM 103
40
2
70
3
1,
1
0
5
91
7
61
4
30
3
64
61
12
5
27
9
58
4
86
3
TO
T
A
L
PM AM AM 8:00 AM
9:45 AM
59
58
11
7
7 4 3
#N/A
AM PM
TO
T
A
L
62
9
26
0
36
9
PM 4:45 PM
6:45 PM
60
20
40
44
7
35
6
80
3
69
6
28
4
41
2
108 AM 16 36 55 107
89 PM 24 60 56 140
197 Total 40 96 111 247
AimTD LLC
TURNING MOVEMENT COUNTS
Orchard Dr
SW
B
i
r
c
h
S
t
SW
B
i
r
c
h
S
t
ALL HOURS
Newport Beach
SC4778
Orchard Dr
Orchard Dr
Orchard Dr
SW
B
i
r
c
h
S
t
SW
B
i
r
c
h
S
t
PEAK HOUR
Apx-37
T012524
DATE:LOCATION:PROJECT #:SC4778
Wed, Jul 10, 24 NORTH & SOUTH:LOCATION #:12b EAST & WEST:CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTLLANES:0 1 0 0 1 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 2 0 0 1 0 0 2 44 1 1 9 4 64 0 0 0 0 07:15 AM 1 0 1 0 0 1 4 52 2 3 7 4 75 0 0 0 0 0
7:30 AM 1 0 2 2 0 0 4 67 7 0 14 4 101 0 0 0 0 07:45 AM 7 0 2 0 0 0 0 92 2 2 24 6 135 0 0 0 0 08:00 AM 10 0 1 0 0 1 1 93 5 0 23 9 143 0 0 0 0 0
8:15 AM 5 0 2 0 0 1 2 99 10 2 32 4 157 0 0 0 0 0
8:30 AM 6 0 2 2 0 0 0 119 10 3 31 1 174 0 0 0 0 08:45 AM 15 0 2 1 0 0 2 113 8 3 37 3 184 0 0 0 0 0VOLUMES47012603156794514177351,033 0 0 0 0 0
APPROACH %80%0%20%67%0%33%2%92%6%6%78%15%APP/DEPART 59 /50 9 /59 739 /697 226 /227 0BEGIN PEAK HR
VOLUMES 36 0 7 3 0 2 5 424 33 8 123 17 658 0 0 0 0
APPROACH %84%0%16%60%0%40%1%92%7%5%83%11%PEAK HR FACTOR 0.632 0.625 0.895 0.860 0.894APP/DEPART 43 /22 5 /41 462 /434 148 /161 0
4:00 PM 9 0 5 0 0 2 0 40 4 4 98 2 164 0 0 0 0 04:15 PM 11 0 3 1 0 2 0 45 9 2 105 1 179 0 0 0 0 04:30 PM 8 0 2 4 0 2 1 47 5 2 107 1 179 0 0 0 1 1
4:45 PM 6 0 2 4 0 1 0 45 16 4 124 2 204 0 0 0 0 0
5:00 PM 5 0 2 2 0 2 0 34 5 4 142 1 197 0 0 0 0 05:15 PM 11 0 1 3 0 1 0 45 16 4 174 1 256 0 0 0 0 05:30 PM 8 0 1 0 0 1 0 32 11 3 164 1 221 0 0 0 0 0
5:45 PM 7 0 1 0 0 1 0 35 5 2 130 0 181 0 0 0 0 0
6:00 PM 5 0 4 1 0 0 0 27 9 2 91 0 139 0 0 0 0 06:15 PM 6 0 4 1 0 0 0 18 3 2 70 0 104 0 0 0 0 0VOLUMES7602516012136883291,205 9 1,825 0 0 0 1 1
APPROACH %75%0%25%57%0%43%0%81%18%2%97%1%APP/DEPART 101 /10 28 /112 452 /410 1,244 /1,293 0BEGIN PEAK HR
VOLUMES 30 0 6 9 0 5 0 156 48 15 604 5 878 0 0 0 0
APPROACH %83%0%17%64%0%36%0%76%24%2%97%1%PEAK HR FACTOR 0.750 0.700 0.836 0.872 0.857APP/DEPART 36 /5 14 /63 204 /171 624 /639 0
Driveway
NORTH LEG
Mesa Dr WEST LEG EAST LEG SW Birch St
SOUTH LEG
Mesa Dr
AM
8:00 AM
PM
4:45 PM
U-TURNS
Mesa Dr Driveway Mesa Dr SW Birch St
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Newport Beach
Mesa Dr
SW Birch St
Apx-38
37 15 0 22 TOTAL 60
28 12 0 16 PM 10
9 3 0 6 AM 50
22
6
1,
2
4
4
1,
4
7
0
1,
5
2
0
1,
2
9
3
22
7
35
9
44
17
7
1,
2
0
5
1,
3
8
2
TO
T
A
L
PM AM 14
29
43
16
1
15
AM PM
TO
T
A
L
1,
0
4
7
36
8
67
9
12
8
83
45
69
7
41
0
1,
1
0
7
1,
1
9
1
45
2
73
9
59 AM 47 0 12 59
112 PM 76 0 25 101
171 TOTAL 123 0 37 160
19 7 0 12 TOTAL 27
14 5 0 9 PM 5
5 2 0 3 AM 22
14
8
62
4
77
2
80
0
63
9
16
1
17
5
22
12
3
60
4
72
7
TO
T
A
L
PM AM AM 8:00 AM
9:45 AM
8
15
23
5 0 5
#N/A
AM PM
TO
T
A
L
58
0
15
6
42
4
PM 4:45 PM
6:45 PM
81
48
33
43
4
17
1
60
5
66
6
20
4
46
2
41 AM 36 0 7 43
63 PM 30 0 6 36
104 Total 66 0 13 79
Mesa Dr
Mesa Dr
Driveway
Me
s
a
D
r
SW
B
i
r
c
h
S
t
PEAK HOUR
AimTD LLC
TURNING MOVEMENT COUNTS
Driveway
Me
s
a
D
r
SW
B
i
r
c
h
S
t
ALL HOURS
Newport Beach
SC4778
Apx-39
T012524
DATE:LOCATION:PROJECT #:SC4778
Wed, Jul 10, 24 NORTH & SOUTH:LOCATION #:12a EAST & WEST:CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTLLANES:X X X 1 X 1 1 2 X X 2 0 0 0 0 0
7:00 AM 0 0 0 1 0 0 3 46 0 0 11 0 61 0 0 0 0 07:15 AM 0 0 0 1 0 0 1 57 0 0 8 1 68 0 0 0 0 0
7:30 AM 0 0 0 0 0 1 2 78 0 0 13 1 95 0 0 0 0 07:45 AM 0 0 0 0 0 1 2 95 0 0 28 3 129 0 0 0 0 08:00 AM 0 0 0 1 0 0 5 98 0 0 34 0 138 0 0 0 0 0
8:15 AM 0 0 0 0 0 3 9 111 0 0 36 2 161 0 0 0 0 0
8:30 AM 0 0 0 0 0 3 12 129 0 0 35 1 180 0 0 0 0 08:45 AM 0 0 0 1 0 0 11 123 0 0 50 2 187 0 0 0 0 0VOLUMES0004084573700215101,019 0 0 0 0 0
APPROACH %0%0%0%33%0%67%6%94%0%0%96%4%APP/DEPART 0 /55 12 /0 782 /741 225 /223 0BEGIN PEAK HR
VOLUMES 0 0 0 2 0 6 37 461 0 0 155 5 666 0 0 0 0
APPROACH %0%0%0%25%0%75%7%93%0%0%97%3%PEAK HR FACTOR 0.000 0.667 0.883 0.769 0.890APP/DEPART 0 /42 8 /0 498 /463 160 /161 0
4:00 PM 0 0 0 2 0 8 1 42 0 0 109 0 162 0 0 0 0 04:15 PM 0 0 0 1 0 9 0 53 0 0 116 2 181 0 0 0 0 04:30 PM 0 0 0 1 0 8 0 54 0 0 115 1 179 0 0 0 0 0
4:45 PM 0 0 0 2 0 5 2 59 0 0 131 0 199 0 0 0 0 0
5:00 PM 0 0 0 2 0 16 1 37 0 0 149 0 205 0 0 0 0 05:15 PM 0 0 0 3 0 6 0 58 0 0 184 2 253 0 0 0 0 05:30 PM 0 0 0 1 0 2 1 42 0 0 171 2 219 0 0 0 0 0
5:45 PM 0 0 0 1 0 7 3 39 0 0 136 1 187 0 0 0 0 0
6:00 PM 0 0 0 1 0 7 1 36 0 0 95 1 141 0 0 0 0 06:15 PM 0 0 0 1 0 4 0 20 0 0 75 1 101 0 0 1 0 1VOLUMES000150729440001,281 10 1,828 0 0 1 0 1
APPROACH %0%0%0%17%0%83%2%98%0%0%99%1%APP/DEPART 0 /19 87 /0 450 /455 1,291 /1,354 0BEGIN PEAK HR
VOLUMES 0 0 0 8 0 29 4 196 0 0 635 4 876 0 0 0 0
APPROACH %0%0%0%22%0%78%2%98%0%0%99%1%PEAK HR FACTOR 0.000 0.514 0.820 0.859 0.866APP/DEPART 0 /8 37 /0 200 /204 639 /664 0
SW Acacia St
NORTH LEG
Mesa Dr WEST LEG EAST LEG Mesa Dr
SOUTH LEG
SW Acacia St
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Newport Beach
SW Acacia St
Mesa Dr
U-TURNS
SW Acacia St SW Acacia St Mesa Dr Mesa Dr
AM
8:00 AM
PM
4:45 PM
Apx-40
99 80 0 19 TOTAL 74
87 72 0 15 PM 19
12 8 0 4 AM 55
22
5
1,
2
9
1
1,
5
1
6
1,
5
7
7
1,
3
5
4
22
3
10
10
20
21
5
1,
2
8
1
1,
4
9
6
TO
T
A
L
PM AM 0 0 0
54
9
45
AM PM
TO
T
A
L
1,
1
7
7
44
0
73
7
0 0 0 74
1
45
5
1,
1
9
6
1,
2
3
2
45
0
78
2
0 AM 0 0 0 0
0 PM 0 0 0 0
0 TOTAL 0 0 0 0
45 35 0 10 TOTAL 50
37 29 0 8 PM 8
8 6 0 2 AM 42
16
0
63
9
79
9
82
5
66
4
16
1
5 4 9
15
5
63
5
79
0
TO
T
A
L
PM AM AM 8:00 AM
9:45 AM
0 0 0
41
4
37
#N/A
AM PM
TO
T
A
L
65
7
19
6
46
1
PM 4:45 PM
6:45 PM
0 0 0 46
3
20
4
66
7
69
8
20
0
49
8
0 AM 0 0 0 0
0 PM 0 0 0 0
0 Total 0 0 0 0
AimTD LLC
TURNING MOVEMENT COUNTS
SW Acacia St
Me
s
a
D
r
Me
s
a
D
r
ALL HOURS
Newport Beach
SC4778
SW Acacia St
SW Acacia St
SW Acacia St
Me
s
a
D
r
Me
s
a
D
r
PEAK HOUR
Apx-41
File Name : H2402021
Site Code : 00000000
Start Date : 2/13/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: IRVINE AVENUE
E-W Direction: MESA DRIVE
Groups Printed- Turning Movement Count
IRVINE AVENUE
Southbound
MESA DRIVE
Westbound
IRVINE AVENUE
Northbound
MESA DRIVE
Eastbound
Start Time Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Int. Total
07:00 3 103 1 0 0 0 8 0 24 81 5 0 16 17 16 0 274
07:15 8 96 1 0 0 4 12 0 38 169 10 0 25 17 15 0 395
07:30 10 117 0 1 1 4 16 0 52 189 13 0 28 38 24 0 493
07:45 11 186 0 0 1 3 27 0 74 216 16 0 54 55 29 0 672
Total 32 502 2 1 2 11 63 0 188 655 44 0 123 127 84 0 1834
08:00 8 166 1 0 1 6 29 0 68 223 22 0 64 70 33 0 691
08:15 10 161 1 2 3 7 39 0 68 230 28 0 33 48 25 0 655
08:30 14 137 3 0 2 6 30 0 70 251 19 0 31 53 15 0 631
08:45 13 138 1 1 2 7 21 0 58 203 15 0 26 46 28 0 559
Total 45 602 6 3 8 26 119 0 264 907 84 0 154 217 101 0 2536
16:00 34 226 0 1 5 22 73 0 49 181 14 0 33 13 8 0 659
16:15 22 217 1 0 4 43 71 0 38 180 10 0 36 13 7 0 642
16:30 34 216 1 1 6 29 62 0 28 152 25 2 32 4 20 0 612
16:45 58 254 0 0 9 37 89 0 39 133 16 1 11 4 32 0 683
Total 148 913 2 2 24 131 295 0 154 646 65 3 112 34 67 0 2596
17:00 63 226 6 1 1 67 89 0 29 160 23 0 49 17 11 0 742
17:15 103 224 4 2 6 74 55 0 36 156 21 0 41 11 7 0 740
17:30 97 206 0 1 5 62 77 0 28 115 17 0 44 11 6 0 669
17:45 43 214 0 0 2 36 86 0 29 108 17 0 33 17 9 0 594
Total 306 870 10 4 14 239 307 0 122 539 78 0 167 56 33 0 2745
18:00 31 195 1 1 1 21 64 0 22 131 21 0 25 13 4 0 530
18:15 24 185 0 0 2 15 42 0 22 112 14 0 26 12 4 0 458
Grand Total 586 3267 21 11 51 443 890 0 772 2990 306 3 607 459 293 0 10699
Apprch %15.1 84.1 0.5 0.3 3.7 32 64.3 0 19 73.4 7.5 0.1 44.7 33.8 21.6 0
Total %5.5 30.5 0.2 0.1 0.5 4.1 8.3 0 7.2 27.9 2.9 0 5.7 4.3 2.7 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-42
File Name : H2402021
Site Code : 00000000
Start Date : 2/13/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: IRVINE AVENUE
E-W Direction: MESA DRIVE
IRVINE AVENUE
Southbound
MESA DRIVE
Westbound
IRVINE AVENUE
Northbound
MESA DRIVE
Eastbound
Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
07:45 11 186 0 0 197 1 3 27 0 31 74 216 16 0 306 54 55 29 0 138 672
08:00 8 166 1 0 175 1 6 29 0 36 68 223 22 0 313 64 70 33 0 167 691
08:15 10 161 1 2 174 3 7 39 0 49 68 230 28 0 326 33 48 25 0 106 655
08:30 14 137 3 0 154 2 6 30 0 38 70 251 19 0 340 31 53 15 0 99 631
Total Volume 43 650 5 2 700 7 22 125 0 154 280 920 85 0 1285 182 226 102 0 510 2649
% App. Total 6.1 92.9 0.7 0.3 4.5 14.3 81.2 0 21.8 71.6 6.6 0 35.7 44.3 20 0
PHF .768 .874 .417 .250 .888 .583 .786 .801 .000 .786 .946 .916 .759 .000 .945 .711 .807 .773 .000 .763 .958
IRVINE AVENUE
M
E
S
A
D
R
I
V
E
M
E
S
A
D
R
I
V
E
IRVINE AVENUE
Right
43
Thru
650
Left
5
U
Turns
2
InOut Total
1029 700 1729
Ri
g
h
t
7
Th
r
u
22
Le
f
t
12
5
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
51
1
15
4
66
5
Left
85
Thru
920
Right
280
U
Turns
0
Out TotalIn
957 1285 2242
Le
f
t
10
2
Th
r
u22
6
Rig
h
t
18
2
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
15
0
51
0
66
0
Peak Hour Begins at 07:45
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-43
File Name : H2402021
Site Code : 00000000
Start Date : 2/13/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: IRVINE AVENUE
E-W Direction: MESA DRIVE
IRVINE AVENUE
Southbound
MESA DRIVE
Westbound
IRVINE AVENUE
Northbound
MESA DRIVE
Eastbound
Start
Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 58 254 0 0 312 9 37 89 0 135 39 133 16 1 189 11 4 32 0 47 683
17:00 63 226 6 1 296 1 67 89 0 157 29 160 23 0 212 49 17 11 0 77 742
17:15 103 224 4 2 333 6 74 55 0 135 36 156 21 0 213 41 11 7 0 59 740
17:30 97 206 0 1 304 5 62 77 0 144 28 115 17 0 160 44 11 6 0 61 669
Total Volume 321 910 10 4 1245 21 240 310 0 571 132 564 77 1 774 145 43 56 0 244 2834
% App. Total 25.8 73.1 0.8 0.3 3.7 42 54.3 0 17.1 72.9 9.9 0.1 59.4 17.6 23 0
PHF .779 .896 .417 .500 .935 .583 .811 .871 .000 .909 .846 .881 .837 .250 .908 .740 .632 .438 .000 .792 .955
IRVINE AVENUE
M
E
S
A
D
R
I
V
E
M
E
S
A
D
R
I
V
E
IRVINE AVENUE
Right
321
Thru
910
Left
10
U
Turns
4
InOut Total
641 1245 1886
Rig
h
t
21
Th
r
u 24
0
Le
f
t 31
0
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
18
5
57
1
75
6
Left
77
Thru
564
Right
132
U
Turns
1
Out TotalIn
1365 774 2139
Le
f
t
56
Th
r
u
43
Ri
g
h
t
14
5
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
63
8
24
4
88
2
Peak Hour Begins at 16:45
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-44
File Name : H2402020
Site Code : 00000000
Start Date : 2/13/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: IRVINE AVENUE
E-W Direction: UNIVERSITY DRIVE
Groups Printed- Turning Movement Count
IRVINE AVENUE
Southbound
UNIVERSITY DRIVE
Westbound
IRVINE AVENUE
Northbound
UNIVERSITY DRIVE
Eastbound
Start Time Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Int. Total
07:00 9 101 8 0 0 7 6 0 5 89 11 0 17 13 11 0 277
07:15 5 102 3 2 4 3 5 0 6 166 6 0 16 11 17 0 346
07:30 7 152 5 2 5 9 3 0 7 222 22 0 30 9 26 0 499
07:45 9 210 16 0 8 5 4 0 7 276 38 0 56 13 29 0 671
Total 30 565 32 4 17 24 18 0 25 753 77 0 119 46 83 0 1793
08:00 13 217 17 1 8 11 7 0 12 248 31 0 48 21 34 0 668
08:15 20 207 18 2 5 4 9 0 18 294 27 0 49 17 32 0 702
08:30 22 160 8 0 2 8 3 0 20 317 31 0 33 18 32 0 654
08:45 19 138 15 0 6 14 6 0 8 257 16 0 32 30 23 0 564
Total 74 722 58 3 21 37 25 0 58 1116 105 0 162 86 121 0 2588
16:00 29 278 11 2 14 3 4 0 8 204 25 0 36 13 7 0 634
16:15 26 265 18 3 14 28 10 0 8 174 33 0 18 16 28 0 641
16:30 34 276 18 0 14 10 9 0 7 197 32 0 22 14 15 0 648
16:45 38 270 10 1 12 13 13 0 8 168 16 0 47 15 29 0 640
Total 127 1089 57 6 54 54 36 0 31 743 106 0 123 58 79 0 2563
17:00 32 287 8 0 21 14 9 0 13 180 26 0 32 11 18 0 651
17:15 42 290 10 0 11 14 8 0 3 193 38 0 29 9 17 0 664
17:30 26 291 5 1 12 25 14 0 7 139 32 0 40 6 9 0 607
17:45 19 287 15 1 10 15 17 0 4 143 28 0 36 12 15 0 602
Total 119 1155 38 2 54 68 48 0 27 655 124 0 137 38 59 0 2524
18:00 28 290 20 2 12 14 6 0 5 120 27 0 26 7 7 0 564
18:15 21 223 5 0 8 9 8 0 6 138 33 1 31 3 13 0 499
Grand Total 399 4044 210 17 166 206 141 0 152 3525 472 1 598 238 362 0 10531
Apprch %8.5 86.6 4.5 0.4 32.4 40.2 27.5 0 3.7 84.9 11.4 0 49.9 19.9 30.2 0
Total %3.8 38.4 2 0.2 1.6 2 1.3 0 1.4 33.5 4.5 0 5.7 2.3 3.4 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-45
File Name : H2402020
Site Code : 00000000
Start Date : 2/13/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: IRVINE AVENUE
E-W Direction: UNIVERSITY DRIVE
IRVINE AVENUE
Southbound
UNIVERSITY DRIVE
Westbound
IRVINE AVENUE
Northbound
UNIVERSITY DRIVE
Eastbound
Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
07:45 9 210 16 0 235 8 5 4 0 17 7 276 38 0 321 56 13 29 0 98 671
08:00 13 217 17 1 248 8 11 7 0 26 12 248 31 0 291 48 21 34 0 103 668
08:15 20 207 18 2 247 5 4 9 0 18 18 294 27 0 339 49 17 32 0 98 702
08:30 22 160 8 0 190 2 8 3 0 13 20 317 31 0 368 33 18 32 0 83 654
Total Volume 64 794 59 3 920 23 28 23 0 74 57 1135 127 0 1319 186 69 127 0 382 2695
% App. Total 7 86.3 6.4 0.3 31.1 37.8 31.1 0 4.3 86.1 9.6 0 48.7 18.1 33.2 0
PHF .727 .915 .819 .375 .927 .719 .636 .639 .000 .712 .713 .895 .836 .000 .896 .830 .821 .934 .000 .927 .960
IRVINE AVENUE
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
IRVINE AVENUE
Right
64
Thru
794
Left
59
U
Turns
3
InOut Total
1285 920 2205
Rig
h
t
23
Th
r
u
28
Le
f
t
23
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
18
5
74
25
9
Left
127
Thru
1135
Right
57
U
Turns
0
Out TotalIn
1003 1319 2322
Le
f
t
12
7
Th
r
u
69
Ri
g
h
t
18
6
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
21
9
38
2
60
1
Peak Hour Begins at 07:45
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-46
File Name : H2402020
Site Code : 00000000
Start Date : 2/13/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: IRVINE AVENUE
E-W Direction: UNIVERSITY DRIVE
IRVINE AVENUE
Southbound
UNIVERSITY DRIVE
Westbound
IRVINE AVENUE
Northbound
UNIVERSITY DRIVE
Eastbound
Start
Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
16:30 34 276 18 0 328 14 10 9 0 33 7 197 32 0 236 22 14 15 0 51 648
16:45 38 270 10 1 319 12 13 13 0 38 8 168 16 0 192 47 15 29 0 91 640
17:00 32 287 8 0 327 21 14 9 0 44 13 180 26 0 219 32 11 18 0 61 651
17:15 42 290 10 0 342 11 14 8 0 33 3 193 38 0 234 29 9 17 0 55 664
Total Volume 146 1123 46 1 1316 58 51 39 0 148 31 738 112 0 881 130 49 79 0 258 2603
% App. Total 11.1 85.3 3.5 0.1 39.2 34.5 26.4 0 3.5 83.8 12.7 0 50.4 19 30.6 0
PHF .869 .968 .639 .250 .962 .690 .911 .750 .000 .841 .596 .937 .737 .000 .933 .691 .817 .681 .000 .709 .980
IRVINE AVENUE
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
IRVINE AVENUE
Right
146
Thru
1123
Left
46
U
Turns
1
InOut Total
875 1316 2191
Ri
g
h
t
58
Th
r
u
51
Le
f
t
39
U
Tu
r
n
s
0
Ou
t
To
t
a
l
In
12
6
14
8
27
4
Left
112
Thru
738
Right
31
U
Turns
0
Out TotalIn
1292 881 2173
Le
f
t
79
Th
r
u
49
Rig
h
t
13
0
U
Tu
r
n
s
0
To
t
a
l
Ou
t
In
30
9
25
8
56
7
Peak Hour Begins at 16:30
Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-47
APPENDIX C
LEVEL OF SERVICE WORKSHEETS
Apx-48
EXISTING
Apx-49
Default Scenario Tue Oct 1, 2024 18:13:07 Page 2-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #1 MacArthur Blvd (NS) at Campus Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.357
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 49 396 36 166 701 261 382 456 67 24 199 32
Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 49 400 36 168 708 264 382 456 67 24 199 32
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Volume: 49 400 36 168 708 264 382 456 67 24 199 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 49 400 36 168 708 264 382 456 67 24 199 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
FinalVolume: 49 400 36 168 708 264 382 456 67 24 199 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.62 0.38 2.00 3.00 1.00
Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4185 615 3200 4800 1600
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.06 0.02 0.10 0.11 0.16 0.12 0.11 0.11 0.01 0.04 0.00
Crit Moves: **** **** **** ****
********************************************************************************
Apx-50
Default Scenario Tue Oct 1, 2024 18:13:07 Page 3-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #2 MacArthur Blvd (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.271
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 32 459 60 48 518 202 70 172 59 14 121 30
Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 32 464 61 48 523 204 70 172 59 14 121 30
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 32 464 61 48 523 204 70 172 59 14 121 30
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 32 464 61 48 523 204 70 172 59 14 121 30
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 32 464 61 48 523 204 70 172 59 14 121 30
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.41 0.59 1.00 1.60 0.40
Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2259 941 1600 2564 636
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.10 0.04 0.03 0.11 0.13 0.04 0.08 0.06 0.01 0.05 0.05
Crit Moves: **** **** **** ****
********************************************************************************
Apx-51
Default Scenario Tue Oct 1, 2024 18:13:07 Page 4-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #3 MacArthur Blvd (NS) at Jamboree Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.465
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 98 924 316 70 377 340 355 724 150 336 671 130
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 98 924 316 70 377 340 355 724 150 336 671 130
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 98 924 316 70 377 0 355 724 150 336 671 130
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 98 924 316 70 377 0 355 724 150 336 671 130
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 98 924 316 70 377 0 355 724 150 336 671 130
OvlAdjVol: 204
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.31 0.69 3.00 3.00 1.00
Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5302 1098 4800 4800 1600
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.19 0.20 0.02 0.08 0.00 0.11 0.14 0.14 0.07 0.14 0.08
OvlAdjV/S: 0.13
Crit Moves: **** **** **** ****
********************************************************************************
Apx-52
Default Scenario Tue Oct 1, 2024 18:13:07 Page 5-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #4 Campus Dr (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.401
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 373 1146 0 0 235 149 0 0 0 259 778 185
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 373 1146 0 0 235 149 0 0 0 259 778 185
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 373 1146 0 0 235 149 0 0 0 259 778 185
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 373 1146 0 0 235 149 0 0 0 259 778 185
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 373 1146 0 0 235 149 0 0 0 259 778 185
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.23 0.77
Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5171 1229
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.12 0.24 0.00 0.00 0.04 0.03 0.00 0.00 0.00 0.16 0.15 0.15
Crit Moves: **** ****
********************************************************************************
Apx-53
Default Scenario Tue Oct 1, 2024 18:13:07 Page 6-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #5 Campus Dr/Irvine Ave (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.559
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 677 238 90 403 0 805 1462 402 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 677 238 90 403 0 805 1462 402 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 677 238 90 403 0 805 1462 402 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 677 238 90 403 0 805 1462 402 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 677 238 90 403 0 805 1462 402 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.42 2.58 2.00 0.00 0.00 0.00
Final Sat.: 0 6400 1600 1600 4800 0 2273 4127 3200 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.11 0.15 0.06 0.08 0.00 0.35 0.35 0.13 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-54
Default Scenario Tue Oct 1, 2024 18:13:07 Page 7-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #6 Birch St (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.500
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 94 705 0 0 128 105 0 0 0 378 1114 228
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 94 705 0 0 128 105 0 0 0 378 1114 228
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 94 705 0 0 128 105 0 0 0 378 1114 228
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 94 705 0 0 128 105 0 0 0 378 1114 228
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 94 705 0 0 128 105 0 0 0 378 1114 228
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 2.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00 1.01 3.48 0.51
Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1621 5563 815
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.22 0.00 0.00 0.04 0.03 0.00 0.00 0.00 0.23 0.20 0.28
Crit Moves: **** ****
********************************************************************************
Apx-55
Default Scenario Tue Oct 1, 2024 18:13:07 Page 8-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #7 Birch St (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.379
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 235 229 144 364 0 565 1035 218 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 235 229 144 364 0 565 1035 218 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 235 229 144 364 0 565 1035 218 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 235 229 144 364 0 565 1035 218 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 235 229 144 364 0 565 1035 218 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 2.03 1.97 2.00 2.00 0.00 1.41 3.07 0.52 0.00 0.00 0.00
Final Sat.: 0 3241 3159 3200 3200 0 2260 4905 835 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.07 0.07 0.05 0.11 0.00 0.25 0.21 0.26 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-56
Default Scenario Tue Oct 1, 2024 18:13:07 Page 9-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #8 Jamboree Rd (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.321
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 585 1410 551 0 687 416 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 585 1410 551 0 687 416 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 585 1410 0 0 687 416 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 585 1410 0 0 687 416 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 585 1410 0 0 687 416 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 1.00 0.00 3.11 1.89 0.00 0.00 0.00 0.00 0.00 0.00
Final Sat.: 3200 4800 1600 0 4983 3017 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.18 0.29 0.00 0.00 0.14 0.14 0.00 0.00 0.00 0.00 0.00 0.00
Crit Moves: **** ****
********************************************************************************
Apx-57
Default Scenario Tue Oct 1, 2024 18:13:07 Page 10-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #9 Jamboree Rd (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.594
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 1530 23 0 738 0 817 364 1280 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 1530 23 0 738 0 817 364 1280 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 1530 23 0 738 0 817 364 1280 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1530 23 0 738 0 817 364 1280 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 1530 23 0 738 0 817 364 1280 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 4.93 0.07 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00
Final Sat.: 0 7882 118 0 6400 0 3200 1600 3200 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.19 0.19 0.00 0.12 0.00 0.26 0.23 0.40 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-58
Default Scenario Tue Oct 1, 2024 18:13:07 Page 11-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #10 Irvine Ave (NS) at Orchard Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.287
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 0 0 0 0 0 0 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 884 52 97 710 0 0 0 0 33 0 34
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 884 52 97 710 0 0 0 0 33 0 34
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 884 52 97 710 0 0 0 0 33 0 34
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 884 52 97 710 0 0 0 0 33 0 34
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 884 52 97 710 0 0 0 0 33 0 34
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 0.49 0.00 0.51
Final Sat.: 1600 4800 1600 1600 4800 0 0 0 0 788 0 812
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.18 0.03 0.06 0.15 0.00 0.00 0.00 0.00 0.02 0.00 0.04
Crit Moves: **** **** ****
********************************************************************************
Apx-59
Default Scenario Tue Oct 1, 2024 18:13:07 Page 12-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #11 Birch St (NS) at Orchard Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.236
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 3 369 40 59 279 64 23 9 8 16 36 55
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 3 369 40 59 279 64 23 9 8 16 36 55
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 3 369 40 59 279 64 23 9 8 16 36 55
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 3 369 40 59 279 64 23 9 8 16 36 55
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 3 369 40 59 279 64 23 9 8 16 36 55
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.80 0.20 1.00 1.63 0.37 1.00 0.53 0.47 1.00 0.40 0.60
Final Sat.: 1600 2887 313 1600 2603 597 1600 847 753 1600 633 967
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.13 0.13 0.04 0.11 0.11 0.01 0.01 0.01 0.01 0.06 0.06
Crit Moves: **** **** **** ****
********************************************************************************
Apx-60
Default Scenario Tue Oct 1, 2024 18:13:07 Page 13-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #12 Mesa Dr (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.177
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 36 0 7 3 0 2 5 424 33 8 123 17
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 36 0 7 3 0 2 5 424 33 8 123 17
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 36 0 7 3 0 2 5 424 33 8 123 17
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 36 0 7 3 0 2 5 424 33 8 123 17
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 36 0 7 3 0 2 5 424 33 8 123 17
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.84 0.00 0.16 0.60 0.00 0.40 1.00 1.86 0.14 1.00 1.76 0.24
Final Sat.: 1340 0 260 960 0 640 1600 2969 231 1600 2811 389
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.00 0.03 0.00 0.00 0.00 0.00 0.14 0.14 0.01 0.04 0.04
Crit Moves: **** **** **** ****
********************************************************************************
Apx-61
Default Scenario Tue Oct 1, 2024 18:13:07 Page 14-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #13 Acacia St (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.144
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Permitted Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 2 0 6 37 461 0 0 155 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 2 0 6 37 461 0 0 155 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 2 0 6 37 461 0 0 155 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 2 0 6 37 461 0 0 155 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 2 0 6 37 461 0 0 155 5
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.94 0.06
Final Sat.: 0 0 0 1600 0 1600 1600 3200 0 0 3100 100
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.14 0.00 0.00 0.05 0.05
Crit Moves: **** ****
********************************************************************************
Apx-62
Default Scenario Tue Oct 1, 2024 18:13:07 Page 15-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #14 Irvine Ave (NS) at Mesa Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.355
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 85 920 280 7 650 43 102 226 182 125 22 7
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 85 920 280 7 650 43 102 226 182 125 22 7
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 85 920 280 7 650 43 102 226 182 125 22 7
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 85 920 280 7 650 43 102 226 182 125 22 7
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 85 920 280 7 650 43 102 226 182 125 22 7
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.11 0.89 2.00 0.76 0.24
Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1773 1427 3200 1214 386
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.19 0.17 0.00 0.14 0.03 0.06 0.13 0.13 0.04 0.02 0.02
Crit Moves: **** **** **** ****
********************************************************************************
Apx-63
Default Scenario Tue Oct 1, 2024 18:13:07 Page 16-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #15 Irvine Ave (NS) at University Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.524
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 127 1135 57 62 794 64 127 69 186 23 28 23
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 127 1135 57 62 794 64 127 69 186 23 28 23
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 127 1135 57 62 794 64 127 69 186 23 28 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 1135 57 62 794 64 127 69 186 23 28 23
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 127 1135 57 62 794 64 127 69 186 23 28 23
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 0.55 0.45
Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1600 1600 1600 878 722
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.35 0.04 0.04 0.25 0.04 0.08 0.04 0.12 0.01 0.03 0.03
Crit Moves: **** **** **** ****
********************************************************************************
Apx-64
Default Scenario Tue Oct 1, 2024 18:13:35 Page 2-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #1 MacArthur Blvd (NS) at Campus Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.511
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 124 717 17 128 642 341 259 326 55 30 654 108
Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 125 724 17 129 648 344 259 326 55 30 654 108
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Volume: 125 724 17 129 648 344 259 326 55 30 654 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 125 724 17 129 648 344 259 326 55 30 654 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
FinalVolume: 125 724 17 129 648 344 259 326 55 30 654 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.57 0.43 2.00 3.00 1.00
Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4107 693 3200 4800 1600
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.11 0.01 0.08 0.10 0.22 0.08 0.08 0.08 0.01 0.14 0.00
Crit Moves: **** **** **** ****
********************************************************************************
Apx-65
Default Scenario Tue Oct 1, 2024 18:13:35 Page 3-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #2 MacArthur Blvd (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.333
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 50 515 24 31 551 98 201 160 19 38 243 139
Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 51 520 24 31 557 99 201 160 19 38 243 139
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 51 520 24 31 557 99 201 160 19 38 243 139
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 51 520 24 31 557 99 201 160 19 38 243 139
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 51 520 24 31 557 99 201 160 19 38 243 139
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.40 0.60 1.58 1.27 0.15 1.00 1.27 0.73
Final Sat.: 1600 4800 1600 1600 5434 966 2534 2025 241 1600 2036 1164
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.11 0.02 0.02 0.10 0.10 0.08 0.08 0.08 0.02 0.12 0.12
Crit Moves: **** **** **** ****
********************************************************************************
Apx-66
Default Scenario Tue Oct 1, 2024 18:13:35 Page 4-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #3 MacArthur Blvd (NS) at Jamboree Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.516
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 206 807 284 154 1005 383 314 808 32 431 694 108
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 206 807 284 154 1005 383 314 808 32 431 694 108
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 206 807 284 154 1005 0 314 808 32 431 694 108
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 206 807 284 154 1005 0 314 808 32 431 694 108
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 206 807 284 154 1005 0 314 808 32 431 694 108
OvlAdjVol: 140
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.85 0.15 3.00 3.00 1.00
Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6156 244 4800 4800 1600
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.06 0.17 0.18 0.05 0.21 0.00 0.10 0.13 0.13 0.09 0.14 0.07
OvlAdjV/S: 0.09
Crit Moves: **** **** **** ****
********************************************************************************
Apx-67
Default Scenario Tue Oct 1, 2024 18:13:35 Page 5-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #4 Campus Dr (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.532
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 490 637 0 0 596 551 0 0 0 257 1603 89
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 490 637 0 0 596 551 0 0 0 257 1603 89
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 490 637 0 0 596 551 0 0 0 257 1603 89
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 490 637 0 0 596 551 0 0 0 257 1603 89
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 490 637 0 0 596 551 0 0 0 257 1603 89
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.79 0.21
Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6063 337
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.15 0.13 0.00 0.00 0.09 0.11 0.00 0.00 0.00 0.16 0.26 0.26
Crit Moves: **** **** ****
********************************************************************************
Apx-68
Default Scenario Tue Oct 1, 2024 18:13:35 Page 6-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #5 Campus Dr/Irvine Ave (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.445
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 635 241 152 702 0 451 826 460 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 635 241 152 702 0 451 826 460 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 635 241 152 702 0 451 826 460 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 635 241 152 702 0 451 826 460 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 635 241 152 702 0 451 826 460 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.41 2.59 2.00 0.00 0.00 0.00
Final Sat.: 0 6400 1600 1600 4800 0 2260 4140 3200 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.10 0.15 0.10 0.15 0.00 0.20 0.20 0.14 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-69
Default Scenario Tue Oct 1, 2024 18:13:35 Page 7-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #6 Birch St (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.496
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 161 276 0 0 330 527 0 0 0 419 1367 128
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 161 276 0 0 330 527 0 0 0 419 1367 128
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 161 276 0 0 330 527 0 0 0 419 1367 128
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 161 276 0 0 330 527 0 0 0 419 1367 128
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 161 276 0 0 330 527 0 0 0 419 1367 128
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 2.00 0.00 0.00 1.54 2.46 0.00 0.00 0.00 1.00 3.74 0.26
Final Sat.: 3200 3200 0 0 2464 3936 0 0 0 1600 5989 411
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.09 0.00 0.00 0.13 0.13 0.00 0.00 0.00 0.26 0.23 0.31
Crit Moves: **** **** ****
********************************************************************************
Apx-70
Default Scenario Tue Oct 1, 2024 18:13:35 Page 8-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #7 Birch St (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.352
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 239 274 188 460 0 253 894 105 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 239 274 188 460 0 253 894 105 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 239 274 188 460 0 253 894 105 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 239 274 188 460 0 253 894 105 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 239 274 188 460 0 253 894 105 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.68 0.32 0.00 0.00 0.00
Final Sat.: 0 3200 3200 3200 3200 0 1600 5895 505 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.07 0.09 0.06 0.14 0.00 0.16 0.15 0.21 0.00 0.00 0.00
Crit Moves: **** ****
********************************************************************************
Apx-71
Default Scenario Tue Oct 1, 2024 18:13:35 Page 9-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #8 Jamboree Rd (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.393
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 617 1538 934 0 645 640 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 617 1538 934 0 645 640 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 617 1538 0 0 645 640 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 617 1538 0 0 645 640 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 617 1538 0 0 645 640 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 1.00 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00
Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.19 0.32 0.00 0.00 0.13 0.20 0.00 0.00 0.00 0.00 0.00 0.00
Crit Moves: **** ****
********************************************************************************
Apx-72
Default Scenario Tue Oct 1, 2024 18:13:35 Page 10-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #9 Jamboree Rd (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.544
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 2025 71 0 647 0 738 566 901 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 2025 71 0 647 0 738 566 901 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 2025 71 0 647 0 738 566 901 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2025 71 0 647 0 738 566 901 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 2025 71 0 647 0 738 566 901 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 4.83 0.17 0.00 4.00 0.00 1.70 1.30 2.00 0.00 0.00 0.00
Final Sat.: 0 7729 271 0 6400 0 2717 2083 3200 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.26 0.26 0.00 0.10 0.00 0.27 0.27 0.28 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-73
Default Scenario Tue Oct 1, 2024 18:13:35 Page 11-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #10 Irvine Ave (NS) at Orchard Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.427
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 0 0 0 0 0 0 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 763 13 36 1342 0 0 0 0 72 0 164
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 763 13 36 1342 0 0 0 0 72 0 164
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 763 13 36 1342 0 0 0 0 72 0 164
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 763 13 36 1342 0 0 0 0 72 0 164
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 763 13 36 1342 0 0 0 0 72 0 164
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 0.31 0.00 0.69
Final Sat.: 1600 4800 1600 1600 4800 0 0 0 0 488 0 1112
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.16 0.01 0.02 0.28 0.00 0.00 0.00 0.00 0.05 0.00 0.15
Crit Moves: **** **** ****
********************************************************************************
Apx-74
Default Scenario Tue Oct 1, 2024 18:13:35 Page 12-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #11 Birch St (NS) at Orchard Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.302
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 4 260 20 58 584 61 40 11 6 24 60 56
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 4 260 20 58 584 61 40 11 6 24 60 56
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 4 260 20 58 584 61 40 11 6 24 60 56
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 4 260 20 58 584 61 40 11 6 24 60 56
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 4 260 20 58 584 61 40 11 6 24 60 56
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.86 0.14 1.00 1.81 0.19 1.00 0.65 0.35 1.00 0.52 0.48
Final Sat.: 1600 2971 229 1600 2897 303 1600 1035 565 1600 828 772
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.09 0.09 0.04 0.20 0.20 0.03 0.01 0.01 0.02 0.07 0.07
Crit Moves: **** **** **** ****
********************************************************************************
Apx-75
Default Scenario Tue Oct 1, 2024 18:13:35 Page 13-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #12 Mesa Dr (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.218
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 30 0 6 9 0 5 0 156 48 15 604 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 30 0 6 9 0 5 0 156 48 15 604 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 30 0 6 9 0 5 0 156 48 15 604 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 30 0 6 9 0 5 0 156 48 15 604 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 30 0 6 9 0 5 0 156 48 15 604 5
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.83 0.00 0.17 0.64 0.00 0.36 1.00 1.53 0.47 1.00 1.98 0.02
Final Sat.: 1333 0 267 1029 0 571 1600 2447 753 1600 3174 26
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.00 0.02 0.01 0.00 0.01 0.00 0.06 0.06 0.01 0.19 0.19
Crit Moves: **** **** **** ****
********************************************************************************
Apx-76
Default Scenario Tue Oct 1, 2024 18:13:35 Page 14-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #13 Acacia St (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.220
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Permitted Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 8 0 29 4 196 0 0 635 4
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 8 0 29 4 196 0 0 635 4
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 8 0 29 4 196 0 0 635 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 8 0 29 4 196 0 0 635 4
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 8 0 29 4 196 0 0 635 4
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.99 0.01
Final Sat.: 0 0 0 1600 0 1600 1600 3200 0 0 3180 20
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.02 0.00 0.06 0.00 0.00 0.20 0.20
Crit Moves: **** **** ****
********************************************************************************
Apx-77
Default Scenario Tue Oct 1, 2024 18:13:35 Page 15-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #14 Irvine Ave (NS) at Mesa Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.447
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 78 564 132 14 910 321 56 43 145 310 240 21
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 78 564 132 14 910 321 56 43 145 310 240 21
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 78 564 132 14 910 321 56 43 145 310 240 21
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 78 564 132 14 910 321 56 43 145 310 240 21
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 78 564 132 14 910 321 56 43 145 310 240 21
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.92 0.08
Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 1471 129
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.12 0.08 0.01 0.19 0.20 0.04 0.03 0.09 0.10 0.16 0.16
Crit Moves: **** **** **** ****
********************************************************************************
Apx-78
Default Scenario Tue Oct 1, 2024 18:13:35 Page 16-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
Existing
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)
********************************************************************************
Intersection #15 Irvine Ave (NS) at University Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.538
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 112 738 31 47 1123 146 79 49 130 39 51 58
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 112 738 31 47 1123 146 79 49 130 39 51 58
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 112 738 31 47 1123 146 79 49 130 39 51 58
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 112 738 31 47 1123 146 79 49 130 39 51 58
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 112 738 31 47 1123 146 79 49 130 39 51 58
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 0.47 0.53
Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1600 1600 1600 749 851
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.07 0.23 0.02 0.03 0.35 0.09 0.05 0.03 0.08 0.02 0.07 0.07
Crit Moves: **** **** **** ****
********************************************************************************
Apx-79
TPO YEAR 2027 WITHOUT PROJECT
Apx-80
Default Scenario Tue Oct 1, 2024 18:14:12 Page 2-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #1 MacArthur Blvd (NS) at Campus Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.362
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 49 396 36 166 701 261 382 456 67 24 199 32
Growth Adj: 1.04 1.04 1.04 1.04 1.04 1.04 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 51 412 37 173 729 271 382 456 67 24 199 32
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 94 0 2 34 0 0 0 0 0 0 5
Initial Fut: 51 506 37 175 763 271 382 456 67 24 199 37
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Volume: 51 506 37 175 763 271 382 456 67 24 199 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 51 506 37 175 763 271 382 456 67 24 199 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
FinalVolume: 51 506 37 175 763 271 382 456 67 24 199 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.62 0.38 2.00 3.00 1.00
Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4185 615 3200 4800 1600
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.08 0.02 0.11 0.12 0.17 0.12 0.11 0.11 0.01 0.04 0.00
Crit Moves: **** **** **** ****
********************************************************************************
Apx-81
Default Scenario Tue Oct 1, 2024 18:14:12 Page 3-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #2 MacArthur Blvd (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.296
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 32 459 60 48 518 202 70 172 59 14 121 30
Growth Adj: 1.04 1.04 1.04 1.04 1.04 1.04 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 33 477 62 50 539 210 70 172 59 14 121 30
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 17 0 12 28 0 40 14 0 0 12 50
Initial Fut: 33 494 62 62 567 210 110 186 59 14 133 80
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 33 494 62 62 567 210 110 186 59 14 133 80
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 33 494 62 62 567 210 110 186 59 14 133 80
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 33 494 62 62 567 210 110 186 59 14 133 80
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.50 0.50 1.00 1.25 0.75
Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2404 796 1600 1998 1202
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.10 0.04 0.04 0.12 0.13 0.07 0.08 0.07 0.01 0.07 0.07
Crit Moves: **** **** **** ****
********************************************************************************
Apx-82
Default Scenario Tue Oct 1, 2024 18:14:12 Page 4-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #3 MacArthur Blvd (NS) at Jamboree Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.510
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 98 924 316 70 377 340 355 724 150 336 671 130
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Initial Bse: 101 952 325 72 388 350 366 746 155 346 691 134
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: -2 12 5 4 30 16 9 47 8 41 116 11
Initial Fut: 99 964 330 76 418 366 375 793 163 387 807 145
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 99 964 330 76 418 0 375 793 163 387 807 145
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 99 964 330 76 418 0 375 793 163 387 807 145
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 99 964 330 76 418 0 375 793 163 387 807 145
OvlAdjVol: 201
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.32 0.68 3.00 3.00 1.00
Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5311 1089 4800 4800 1600
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.20 0.21 0.02 0.09 0.00 0.12 0.15 0.15 0.08 0.17 0.09
OvlAdjV/S: 0.13
Crit Moves: **** **** **** ****
********************************************************************************
Apx-83
Default Scenario Tue Oct 1, 2024 18:14:12 Page 5-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #4 Campus Dr (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.413
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 373 1146 0 0 235 149 0 0 0 259 778 185
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 373 1146 0 0 235 149 0 0 0 259 778 185
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 7 0 0 7 0 0 0 0 17 100 0
Initial Fut: 373 1153 0 0 242 149 0 0 0 276 878 185
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 373 1153 0 0 242 149 0 0 0 276 878 185
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 373 1153 0 0 242 149 0 0 0 276 878 185
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 373 1153 0 0 242 149 0 0 0 276 878 185
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.30 0.70
Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5286 1114
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.12 0.24 0.00 0.00 0.04 0.03 0.00 0.00 0.00 0.17 0.17 0.17
Crit Moves: **** ****
********************************************************************************
Apx-84
Default Scenario Tue Oct 1, 2024 18:14:12 Page 6-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #5 Campus Dr/Irvine Ave (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.563
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 677 238 90 403 0 805 1462 402 0 0 0
Growth Adj: 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 697 245 90 403 0 805 1462 402 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 2 -2 0 23 0 5 -2 0 0 0 0
Initial Fut: 0 699 243 90 426 0 810 1460 402 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 699 243 90 426 0 810 1460 402 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 699 243 90 426 0 810 1460 402 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 699 243 90 426 0 810 1460 402 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.43 2.57 2.00 0.00 0.00 0.00
Final Sat.: 0 6400 1600 1600 4800 0 2284 4116 3200 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.11 0.15 0.06 0.09 0.00 0.35 0.35 0.13 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-85
Default Scenario Tue Oct 1, 2024 18:14:12 Page 7-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #6 Birch St (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.524
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 94 705 0 0 128 105 0 0 0 378 1114 228
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 94 705 0 0 128 105 0 0 0 378 1114 228
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 1 0 0 9 23 0 0 0 47 95 20
Initial Fut: 94 706 0 0 137 128 0 0 0 425 1209 248
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 94 706 0 0 137 128 0 0 0 425 1209 248
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 94 706 0 0 137 128 0 0 0 425 1209 248
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 94 706 0 0 137 128 0 0 0 425 1209 248
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 2.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00 1.04 3.45 0.51
Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1665 5518 817
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.22 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.26 0.22 0.30
Crit Moves: **** ****
********************************************************************************
Apx-86
Default Scenario Tue Oct 1, 2024 18:14:12 Page 8-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #7 Birch St (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.395
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 235 229 144 364 0 565 1035 218 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 235 229 144 364 0 565 1035 218 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 1 0 55 1 0 0 -5 0 0 0 0
Initial Fut: 0 236 229 199 365 0 565 1030 218 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 236 229 199 365 0 565 1030 218 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 236 229 199 365 0 565 1030 218 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 236 229 199 365 0 565 1030 218 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 2.03 1.97 2.00 2.00 0.00 1.42 3.06 0.52 0.00 0.00 0.00
Final Sat.: 0 3248 3152 3200 3200 0 2267 4894 838 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.07 0.07 0.06 0.11 0.00 0.25 0.21 0.26 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-87
Default Scenario Tue Oct 1, 2024 18:14:12 Page 9-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #8 Jamboree Rd (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.344
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 585 1410 551 0 687 416 0 0 0 0 0 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 603 1452 568 0 708 428 0 0 0 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: -7 56 17 0 59 71 0 0 0 0 0 0
Initial Fut: 596 1508 585 0 767 499 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 596 1508 0 0 767 499 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 596 1508 0 0 767 499 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 596 1508 0 0 767 499 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 1.00 0.00 3.03 1.97 0.00 0.00 0.00 0.00 0.00 0.00
Final Sat.: 3200 4800 1600 0 4844 3156 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.19 0.31 0.00 0.00 0.16 0.16 0.00 0.00 0.00 0.00 0.00 0.00
Crit Moves: **** ****
********************************************************************************
Apx-88
Default Scenario Tue Oct 1, 2024 18:14:12 Page 10-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #9 Jamboree Rd (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.614
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: B
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 1530 23 0 738 0 817 364 1280 0 0 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 1576 24 0 760 0 817 364 1280 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 27 0 0 59 0 27 17 34 0 0 0
Initial Fut: 0 1603 24 0 819 0 844 381 1314 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 1603 24 0 819 0 844 381 1314 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1603 24 0 819 0 844 381 1314 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 1603 24 0 819 0 844 381 1314 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 4.93 0.07 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00
Final Sat.: 0 7883 117 0 6400 0 3200 1600 3200 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.20 0.20 0.00 0.13 0.00 0.26 0.24 0.41 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-89
Default Scenario Tue Oct 1, 2024 18:14:12 Page 11-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #10 Irvine Ave (NS) at Orchard Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.294
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 0 0 0 0 0 0 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 884 52 97 710 0 0 0 0 33 0 34
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 911 54 100 731 0 0 0 0 33 0 34
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 2 0 0 23 0 0 0 0 0 0 0
Initial Fut: 0 913 54 100 754 0 0 0 0 33 0 34
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 913 54 100 754 0 0 0 0 33 0 34
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 913 54 100 754 0 0 0 0 33 0 34
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 913 54 100 754 0 0 0 0 33 0 34
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 0.49 0.00 0.51
Final Sat.: 1600 4800 1600 1600 4800 0 0 0 0 788 0 812
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.19 0.03 0.06 0.16 0.00 0.00 0.00 0.00 0.02 0.00 0.04
Crit Moves: **** **** ****
********************************************************************************
Apx-90
Default Scenario Tue Oct 1, 2024 18:14:12 Page 12-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #11 Birch St (NS) at Orchard Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.236
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 3 369 40 59 279 64 23 9 8 16 36 55
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 3 369 40 59 279 64 23 9 8 16 36 55
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 1 0 0 1 0 0 0 0 0 0 0
Initial Fut: 3 370 40 59 280 64 23 9 8 16 36 55
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 3 370 40 59 280 64 23 9 8 16 36 55
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 3 370 40 59 280 64 23 9 8 16 36 55
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 3 370 40 59 280 64 23 9 8 16 36 55
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.80 0.20 1.00 1.63 0.37 1.00 0.53 0.47 1.00 0.40 0.60
Final Sat.: 1600 2888 312 1600 2605 595 1600 847 753 1600 633 967
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.13 0.13 0.04 0.11 0.11 0.01 0.01 0.01 0.01 0.06 0.06
Crit Moves: **** **** **** ****
********************************************************************************
Apx-91
Default Scenario Tue Oct 1, 2024 18:14:12 Page 13-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #12 Mesa Dr (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.177
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 36 0 7 3 0 2 5 424 33 8 123 17
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 36 0 7 3 0 2 5 424 33 8 123 17
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 36 0 7 3 0 2 5 424 33 8 123 17
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 36 0 7 3 0 2 5 424 33 8 123 17
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 36 0 7 3 0 2 5 424 33 8 123 17
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 36 0 7 3 0 2 5 424 33 8 123 17
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.84 0.00 0.16 0.60 0.00 0.40 1.00 1.86 0.14 1.00 1.76 0.24
Final Sat.: 1340 0 260 960 0 640 1600 2969 231 1600 2811 389
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.00 0.03 0.00 0.00 0.00 0.00 0.14 0.14 0.01 0.04 0.04
Crit Moves: **** **** **** ****
********************************************************************************
Apx-92
Default Scenario Tue Oct 1, 2024 18:14:12 Page 14-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #13 Acacia St (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.144
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Permitted Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 2 0 6 37 461 0 0 155 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 2 0 6 37 461 0 0 155 5
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 2 0 6 37 461 0 0 155 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 2 0 6 37 461 0 0 155 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 2 0 6 37 461 0 0 155 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 2 0 6 37 461 0 0 155 5
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.94 0.06
Final Sat.: 0 0 0 1600 0 1600 1600 3200 0 0 3100 100
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.14 0.00 0.00 0.05 0.05
Crit Moves: **** ****
********************************************************************************
Apx-93
Default Scenario Tue Oct 1, 2024 18:14:12 Page 15-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #14 Irvine Ave (NS) at Mesa Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.369
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 85 920 280 7 650 43 102 226 182 125 22 7
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 88 948 288 7 670 44 102 226 182 125 22 7
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 3 1 0 20 0 0 0 0 1 0 0
Initial Fut: 88 951 289 7 690 44 102 226 182 126 22 7
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 88 951 289 7 690 44 102 226 182 126 22 7
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 88 951 289 7 690 44 102 226 182 126 22 7
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 88 951 289 7 690 44 102 226 182 126 22 7
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.11 0.89 2.00 0.76 0.24
Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1773 1427 3200 1214 386
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.20 0.18 0.00 0.14 0.03 0.06 0.13 0.13 0.04 0.02 0.02
Crit Moves: **** **** **** ****
********************************************************************************
Apx-94
Default Scenario Tue Oct 1, 2024 18:14:12 Page 16-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #15 Irvine Ave (NS) at University Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.537
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 127 1135 57 62 794 64 127 69 186 23 28 23
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 131 1169 59 64 818 66 127 69 186 23 28 23
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 4 0 0 21 0 0 0 0 0 0 0
Initial Fut: 131 1173 59 64 839 66 127 69 186 23 28 23
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 131 1173 59 64 839 66 127 69 186 23 28 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 131 1173 59 64 839 66 127 69 186 23 28 23
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 131 1173 59 64 839 66 127 69 186 23 28 23
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 0.55 0.45
Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1600 1600 1600 878 722
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.37 0.04 0.04 0.26 0.04 0.08 0.04 0.12 0.01 0.03 0.03
Crit Moves: **** **** **** ****
********************************************************************************
Apx-95
Default Scenario Tue Oct 1, 2024 18:14:44 Page 2-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #1 MacArthur Blvd (NS) at Campus Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.519
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 124 717 17 128 642 341 259 326 55 30 654 108
Growth Adj: 1.04 1.04 1.04 1.04 1.04 1.04 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 129 746 18 133 668 355 259 326 55 30 654 108
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 53 0 6 77 0 0 0 0 0 0 3
Initial Fut: 129 799 18 139 745 355 259 326 55 30 654 111
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Volume: 129 799 18 139 745 355 259 326 55 30 654 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 129 799 18 139 745 355 259 326 55 30 654 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
FinalVolume: 129 799 18 139 745 355 259 326 55 30 654 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.57 0.43 2.00 3.00 1.00
Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4107 693 3200 4800 1600
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.12 0.01 0.09 0.12 0.22 0.08 0.08 0.08 0.01 0.14 0.00
Crit Moves: **** **** **** ****
********************************************************************************
Apx-96
Default Scenario Tue Oct 1, 2024 18:14:44 Page 3-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #2 MacArthur Blvd (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.384
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 50 515 24 31 551 98 201 160 19 38 243 139
Growth Adj: 1.04 1.04 1.04 1.04 1.04 1.04 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 52 536 25 32 573 102 201 160 19 38 243 139
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 24 0 52 39 0 12 9 0 0 12 27
Initial Fut: 52 560 25 84 612 102 213 169 19 38 255 166
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 52 560 25 84 612 102 213 169 19 38 255 166
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 52 560 25 84 612 102 213 169 19 38 255 166
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 52 560 25 84 612 102 213 169 19 38 255 166
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.43 0.57 1.60 1.26 0.14 1.00 1.21 0.79
Final Sat.: 1600 4800 1600 1600 5486 914 2552 2021 227 1600 1938 1262
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.12 0.02 0.05 0.11 0.11 0.08 0.08 0.08 0.02 0.13 0.13
Crit Moves: **** **** **** ****
********************************************************************************
Apx-97
Default Scenario Tue Oct 1, 2024 18:14:44 Page 4-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #3 MacArthur Blvd (NS) at Jamboree Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.558
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 206 807 284 154 1005 383 314 808 32 431 694 108
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Initial Bse: 212 831 293 159 1035 394 323 832 33 444 715 111
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 15 27 42 12 12 28 14 129 -2 18 71 7
Initial Fut: 227 858 335 171 1047 422 337 961 31 462 786 118
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 227 858 335 171 1047 0 337 961 31 462 786 118
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 227 858 335 171 1047 0 337 961 31 462 786 118
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 227 858 335 171 1047 0 337 961 31 462 786 118
OvlAdjVol: 181
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.88 0.12 3.00 3.00 1.00
Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6200 200 4800 4800 1600
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.07 0.18 0.21 0.05 0.22 0.00 0.11 0.16 0.16 0.10 0.16 0.07
OvlAdjV/S: 0.11
Crit Moves: **** **** **** ****
********************************************************************************
Apx-98
Default Scenario Tue Oct 1, 2024 18:14:44 Page 5-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #4 Campus Dr (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.538
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 490 637 0 0 596 551 0 0 0 257 1603 89
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 490 637 0 0 596 551 0 0 0 257 1603 89
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 14 0 0 4 0 0 0 0 3 37 0
Initial Fut: 490 651 0 0 600 551 0 0 0 260 1640 89
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 490 651 0 0 600 551 0 0 0 260 1640 89
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 490 651 0 0 600 551 0 0 0 260 1640 89
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 490 651 0 0 600 551 0 0 0 260 1640 89
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.79 0.21
Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6071 329
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.15 0.14 0.00 0.00 0.09 0.11 0.00 0.00 0.00 0.16 0.27 0.27
Crit Moves: **** **** ****
********************************************************************************
Apx-99
Default Scenario Tue Oct 1, 2024 18:14:44 Page 6-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #5 Campus Dr/Irvine Ave (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.464
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 635 241 152 702 0 451 826 460 0 0 0
Growth Adj: 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 654 248 152 702 0 451 826 460 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 4 17 0 6 0 10 15 0 0 0 0
Initial Fut: 0 658 265 152 708 0 461 841 460 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 658 265 152 708 0 461 841 460 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 658 265 152 708 0 461 841 460 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 658 265 152 708 0 461 841 460 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.42 2.58 2.00 0.00 0.00 0.00
Final Sat.: 0 6400 1600 1600 4800 0 2266 4134 3200 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.10 0.17 0.10 0.15 0.00 0.20 0.20 0.14 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-100
Default Scenario Tue Oct 1, 2024 18:14:44 Page 7-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #6 Birch St (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.506
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 161 276 0 0 330 527 0 0 0 419 1367 128
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 161 276 0 0 330 527 0 0 0 419 1367 128
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 1 0 0 4 10 0 0 0 2 33 5
Initial Fut: 161 277 0 0 334 537 0 0 0 421 1400 133
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 161 277 0 0 334 537 0 0 0 421 1400 133
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 161 277 0 0 334 537 0 0 0 421 1400 133
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 161 277 0 0 334 537 0 0 0 421 1400 133
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 2.00 0.00 0.00 1.53 2.47 0.00 0.00 0.00 1.00 3.74 0.26
Final Sat.: 3200 3200 0 0 2454 3946 0 0 0 1600 5984 416
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.09 0.00 0.00 0.14 0.14 0.00 0.00 0.00 0.26 0.23 0.32
Crit Moves: **** **** ****
********************************************************************************
Apx-101
Default Scenario Tue Oct 1, 2024 18:14:44 Page 8-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #7 Birch St (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.362
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 239 274 188 460 0 253 894 105 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 239 274 188 460 0 253 894 105 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 1 4 4 1 0 0 33 0 0 0 0
Initial Fut: 0 240 278 192 461 0 253 927 105 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 240 278 192 461 0 253 927 105 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 240 278 192 461 0 253 927 105 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 240 278 192 461 0 253 927 105 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.69 0.31 0.00 0.00 0.00
Final Sat.: 0 3200 3200 3200 3200 0 1600 5912 488 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.08 0.09 0.06 0.14 0.00 0.16 0.16 0.22 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-102
Default Scenario Tue Oct 1, 2024 18:14:44 Page 9-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #8 Jamboree Rd (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.359
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 617 1538 934 0 645 640 0 0 0 0 0 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 636 1584 962 0 664 659 0 0 0 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 27 139 30 0 27 85 0 0 0 0 0 0
Initial Fut: 663 1723 992 0 691 744 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 663 1723 0 0 691 744 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 663 1723 0 0 691 744 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 663 1723 0 0 691 744 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 1.00 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00
Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.21 0.36 0.00 0.00 0.14 0.23 0.00 0.00 0.00 0.00 0.00 0.00
Crit Moves: ****
********************************************************************************
Apx-103
Default Scenario Tue Oct 1, 2024 18:14:44 Page 10-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #9 Jamboree Rd (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.573
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 2025 71 0 647 0 738 566 901 0 0 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 2086 73 0 666 0 738 566 901 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 83 0 0 26 0 94 8 26 0 0 0
Initial Fut: 0 2169 73 0 692 0 832 574 927 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 2169 73 0 692 0 832 574 927 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2169 73 0 692 0 832 574 927 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 2169 73 0 692 0 832 574 927 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 4.84 0.16 0.00 4.00 0.00 1.78 1.22 2.00 0.00 0.00 0.00
Final Sat.: 0 7739 261 0 6400 0 2840 1960 3200 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.28 0.28 0.00 0.11 0.00 0.29 0.29 0.29 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-104
Default Scenario Tue Oct 1, 2024 18:14:44 Page 11-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #10 Irvine Ave (NS) at Orchard Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.437
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 0 0 0 0 0 0 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 763 13 36 1342 0 0 0 0 72 0 164
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 786 13 37 1382 0 0 0 0 72 0 164
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 21 0 0 6 0 0 0 0 0 0 0
Initial Fut: 0 807 13 37 1388 0 0 0 0 72 0 164
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 807 13 37 1388 0 0 0 0 72 0 164
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 807 13 37 1388 0 0 0 0 72 0 164
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 807 13 37 1388 0 0 0 0 72 0 164
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 0.31 0.00 0.69
Final Sat.: 1600 4800 1600 1600 4800 0 0 0 0 488 0 1112
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.17 0.01 0.02 0.29 0.00 0.00 0.00 0.00 0.05 0.00 0.15
Crit Moves: **** **** ****
********************************************************************************
Apx-105
Default Scenario Tue Oct 1, 2024 18:14:44 Page 12-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #11 Birch St (NS) at Orchard Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.302
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 4 260 20 58 584 61 40 11 6 24 60 56
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 4 260 20 58 584 61 40 11 6 24 60 56
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 5 0 0 1 0 0 0 0 0 0 0
Initial Fut: 4 265 20 58 585 61 40 11 6 24 60 56
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 4 265 20 58 585 61 40 11 6 24 60 56
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 4 265 20 58 585 61 40 11 6 24 60 56
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 4 265 20 58 585 61 40 11 6 24 60 56
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.86 0.14 1.00 1.81 0.19 1.00 0.65 0.35 1.00 0.52 0.48
Final Sat.: 1600 2975 225 1600 2898 302 1600 1035 565 1600 828 772
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.09 0.09 0.04 0.20 0.20 0.03 0.01 0.01 0.02 0.07 0.07
Crit Moves: **** **** **** ****
********************************************************************************
Apx-106
Default Scenario Tue Oct 1, 2024 18:14:44 Page 13-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #12 Mesa Dr (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.218
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 30 0 6 9 0 5 0 156 48 15 604 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 30 0 6 9 0 5 0 156 48 15 604 5
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 30 0 6 9 0 5 0 156 48 15 604 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 30 0 6 9 0 5 0 156 48 15 604 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 30 0 6 9 0 5 0 156 48 15 604 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 30 0 6 9 0 5 0 156 48 15 604 5
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.83 0.00 0.17 0.64 0.00 0.36 1.00 1.53 0.47 1.00 1.98 0.02
Final Sat.: 1333 0 267 1029 0 571 1600 2447 753 1600 3174 26
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.00 0.02 0.01 0.00 0.01 0.00 0.06 0.06 0.01 0.19 0.19
Crit Moves: **** **** **** ****
********************************************************************************
Apx-107
Default Scenario Tue Oct 1, 2024 18:14:44 Page 14-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #13 Acacia St (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.220
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Permitted Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 8 0 29 4 196 0 0 635 4
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 8 0 29 4 196 0 0 635 4
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 8 0 29 4 196 0 0 635 4
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 8 0 29 4 196 0 0 635 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 8 0 29 4 196 0 0 635 4
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 8 0 29 4 196 0 0 635 4
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.99 0.01
Final Sat.: 0 0 0 1600 0 1600 1600 3200 0 0 3180 20
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.02 0.00 0.06 0.00 0.00 0.20 0.20
Crit Moves: **** **** ****
********************************************************************************
Apx-108
Default Scenario Tue Oct 1, 2024 18:14:44 Page 15-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #14 Irvine Ave (NS) at Mesa Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.455
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 78 564 132 14 910 321 56 43 145 310 240 21
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 80 581 136 14 937 331 56 43 145 310 240 21
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 18 1 0 8 0 0 0 0 1 0 0
Initial Fut: 80 599 137 14 945 331 56 43 145 311 240 21
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 80 599 137 14 945 331 56 43 145 311 240 21
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 80 599 137 14 945 331 56 43 145 311 240 21
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 80 599 137 14 945 331 56 43 145 311 240 21
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.92 0.08
Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 1471 129
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.12 0.09 0.01 0.20 0.21 0.04 0.03 0.09 0.10 0.16 0.16
Crit Moves: **** **** **** ****
********************************************************************************
Apx-109
Default Scenario Tue Oct 1, 2024 18:14:44 Page 16-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 Without Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #15 Irvine Ave (NS) at University Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.554
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 112 738 31 47 1123 146 79 49 130 39 51 58
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 115 760 32 48 1157 150 79 49 130 39 51 58
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 19 0 0 9 0 0 0 0 0 0 0
Initial Fut: 115 779 32 48 1166 150 79 49 130 39 51 58
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 115 779 32 48 1166 150 79 49 130 39 51 58
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 115 779 32 48 1166 150 79 49 130 39 51 58
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 115 779 32 48 1166 150 79 49 130 39 51 58
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 0.47 0.53
Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1600 1600 1600 749 851
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.07 0.24 0.02 0.03 0.36 0.09 0.05 0.03 0.08 0.02 0.07 0.07
Crit Moves: **** **** **** ****
********************************************************************************
Apx-110
TPO YEAR 2027 WITH PROJECT
Apx-111
Default Scenario Tue Oct 1, 2024 18:18:11 Page 2-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #1 MacArthur Blvd (NS) at Campus Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.368
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 49 396 36 166 701 261 382 456 67 24 199 32
Growth Adj: 1.04 1.04 1.04 1.04 1.04 1.04 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 51 412 37 173 729 271 382 456 67 24 199 32
Added Vol: 0 0 0 0 0 7 3 0 0 0 0 0
PasserByVol: 0 94 0 2 34 0 0 0 0 0 0 5
Initial Fut: 51 506 37 175 763 278 385 456 67 24 199 37
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Volume: 51 506 37 175 763 278 385 456 67 24 199 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 51 506 37 175 763 278 385 456 67 24 199 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
FinalVolume: 51 506 37 175 763 278 385 456 67 24 199 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.62 0.38 2.00 3.00 1.00
Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4185 615 3200 4800 1600
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.08 0.02 0.11 0.12 0.17 0.12 0.11 0.11 0.01 0.04 0.00
Crit Moves: **** **** **** ****
********************************************************************************
Apx-112
Default Scenario Tue Oct 1, 2024 18:18:11 Page 3-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #2 MacArthur Blvd (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.297
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 32 459 60 48 518 202 70 172 59 14 121 30
Growth Adj: 1.04 1.04 1.04 1.04 1.04 1.04 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 33 477 62 50 539 210 70 172 59 14 121 30
Added Vol: 0 0 0 0 0 0 0 1 0 0 3 0
PasserByVol: 0 17 0 12 28 0 40 14 0 0 12 50
Initial Fut: 33 494 62 62 567 210 110 187 59 14 136 80
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 33 494 62 62 567 210 110 187 59 14 136 80
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 33 494 62 62 567 210 110 187 59 14 136 80
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 33 494 62 62 567 210 110 187 59 14 136 80
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.50 0.50 1.00 1.26 0.74
Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2406 794 1600 2015 1185
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.10 0.04 0.04 0.12 0.13 0.07 0.08 0.07 0.01 0.07 0.07
Crit Moves: **** **** **** ****
********************************************************************************
Apx-113
Default Scenario Tue Oct 1, 2024 18:18:11 Page 4-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #3 MacArthur Blvd (NS) at Jamboree Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.511
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 98 924 316 70 377 340 355 724 150 336 671 130
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Initial Bse: 101 952 325 72 388 350 366 746 155 346 691 134
Added Vol: 10 0 0 0 0 0 0 3 4 0 7 0
PasserByVol: -2 12 5 4 30 16 9 47 8 41 116 11
Initial Fut: 109 964 330 76 418 366 375 796 167 387 814 145
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 109 964 330 76 418 0 375 796 167 387 814 145
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 109 964 330 76 418 0 375 796 167 387 814 145
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 109 964 330 76 418 0 375 796 167 387 814 145
OvlAdjVol: 201
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.31 0.69 3.00 3.00 1.00
Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5293 1107 4800 4800 1600
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.20 0.21 0.02 0.09 0.00 0.12 0.15 0.15 0.08 0.17 0.09
OvlAdjV/S: 0.13
Crit Moves: **** **** **** ****
********************************************************************************
Apx-114
Default Scenario Tue Oct 1, 2024 18:18:11 Page 5-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #4 Campus Dr (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.413
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 373 1146 0 0 235 149 0 0 0 259 778 185
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 373 1146 0 0 235 149 0 0 0 259 778 185
Added Vol: 7 3 0 0 7 0 0 0 0 0 0 0
PasserByVol: 0 7 0 0 7 0 0 0 0 17 100 0
Initial Fut: 380 1156 0 0 249 149 0 0 0 276 878 185
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 380 1156 0 0 249 149 0 0 0 276 878 185
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 380 1156 0 0 249 149 0 0 0 276 878 185
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 380 1156 0 0 249 149 0 0 0 276 878 185
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.30 0.70
Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5286 1114
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.12 0.24 0.00 0.00 0.04 0.03 0.00 0.00 0.00 0.17 0.17 0.17
Crit Moves: **** ****
********************************************************************************
Apx-115
Default Scenario Tue Oct 1, 2024 18:18:11 Page 6-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #5 Campus Dr/Irvine Ave (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.563
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 677 238 90 403 0 805 1462 402 0 0 0
Growth Adj: 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 697 245 90 403 0 805 1462 402 0 0 0
Added Vol: 0 10 0 0 7 0 0 3 13 0 0 0
PasserByVol: 0 2 -2 0 23 0 5 -2 0 0 0 0
Initial Fut: 0 709 243 90 433 0 810 1463 415 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 709 243 90 433 0 810 1463 415 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 709 243 90 433 0 810 1463 415 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 709 243 90 433 0 810 1463 415 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.43 2.57 2.00 0.00 0.00 0.00
Final Sat.: 0 6400 1600 1600 4800 0 2281 4119 3200 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.11 0.15 0.06 0.09 0.00 0.36 0.36 0.13 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-116
Default Scenario Tue Oct 1, 2024 18:18:11 Page 7-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #6 Birch St (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.524
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 94 705 0 0 128 105 0 0 0 378 1114 228
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 94 705 0 0 128 105 0 0 0 378 1114 228
Added Vol: 0 1 0 0 3 0 0 0 0 29 0 0
PasserByVol: 0 1 0 0 9 23 0 0 0 47 95 20
Initial Fut: 94 707 0 0 140 128 0 0 0 454 1209 248
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 94 707 0 0 140 128 0 0 0 454 1209 248
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 94 707 0 0 140 128 0 0 0 454 1209 248
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 94 707 0 0 140 128 0 0 0 454 1209 248
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 2.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00 1.09 3.40 0.51
Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1747 5436 817
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.22 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.26 0.22 0.30
Crit Moves: **** ****
********************************************************************************
Apx-117
Default Scenario Tue Oct 1, 2024 18:18:11 Page 8-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #7 Birch St (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.398
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 235 229 144 364 0 565 1035 218 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 235 229 144 364 0 565 1035 218 0 0 0
Added Vol: 0 1 13 0 33 0 0 0 3 0 0 0
PasserByVol: 0 1 0 55 1 0 0 -5 0 0 0 0
Initial Fut: 0 237 242 199 398 0 565 1030 221 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 237 242 199 398 0 565 1030 221 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 237 242 199 398 0 565 1030 221 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 237 242 199 398 0 565 1030 221 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.42 3.05 0.53 0.00 0.00 0.00
Final Sat.: 0 3200 3200 3200 3200 0 2267 4885 848 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.07 0.08 0.06 0.12 0.00 0.25 0.21 0.26 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-118
Default Scenario Tue Oct 1, 2024 18:18:11 Page 9-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #8 Jamboree Rd (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.349
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 585 1410 551 0 687 416 0 0 0 0 0 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 603 1452 568 0 708 428 0 0 0 0 0 0
Added Vol: 10 7 0 0 0 16 0 0 0 0 0 0
PasserByVol: -7 56 17 0 59 71 0 0 0 0 0 0
Initial Fut: 606 1515 585 0 767 515 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 606 1515 0 0 767 515 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 606 1515 0 0 767 515 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 606 1515 0 0 767 515 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 1.00 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00
Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.19 0.32 0.00 0.00 0.16 0.16 0.00 0.00 0.00 0.00 0.00 0.00
Crit Moves: **** ****
********************************************************************************
Apx-119
Default Scenario Tue Oct 1, 2024 18:18:11 Page 10-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #9 Jamboree Rd (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.616
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: B
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 1530 23 0 738 0 817 364 1280 0 0 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 1576 24 0 760 0 817 364 1280 0 0 0
Added Vol: 0 10 0 0 0 0 7 1 4 0 0 0
PasserByVol: 0 27 0 0 59 0 27 17 34 0 0 0
Initial Fut: 0 1613 24 0 819 0 851 382 1318 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 1613 24 0 819 0 851 382 1318 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1613 24 0 819 0 851 382 1318 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 1613 24 0 819 0 851 382 1318 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 4.93 0.07 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00
Final Sat.: 0 7884 116 0 6400 0 3200 1600 3200 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.20 0.20 0.00 0.13 0.00 0.27 0.24 0.41 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-120
Default Scenario Tue Oct 1, 2024 18:18:11 Page 11-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #10 Irvine Ave (NS) at Orchard Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.310
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 0 0 0 0 0 0 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 884 52 97 710 0 0 0 0 33 0 34
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 911 54 100 731 0 0 0 0 33 0 34
Added Vol: 0 7 0 20 0 0 0 0 0 3 0 0
PasserByVol: 0 2 0 0 23 0 0 0 0 0 0 0
Initial Fut: 0 920 54 120 754 0 0 0 0 36 0 34
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 920 54 120 754 0 0 0 0 36 0 34
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 920 54 120 754 0 0 0 0 36 0 34
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 920 54 120 754 0 0 0 0 36 0 34
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 0.51 0.00 0.49
Final Sat.: 1600 4800 1600 1600 4800 0 0 0 0 823 0 777
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.19 0.03 0.07 0.16 0.00 0.00 0.00 0.00 0.02 0.00 0.04
Crit Moves: **** **** ****
********************************************************************************
Apx-121
Default Scenario Tue Oct 1, 2024 18:18:11 Page 12-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #11 Birch St (NS) at Orchard Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.245
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 3 369 40 59 279 64 23 9 8 16 36 55
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 3 369 40 59 279 64 23 9 8 16 36 55
Added Vol: 0 0 0 0 0 36 14 0 0 0 0 0
PasserByVol: 0 1 0 0 1 0 0 0 0 0 0 0
Initial Fut: 3 370 40 59 280 100 37 9 8 16 36 55
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 3 370 40 59 280 100 37 9 8 16 36 55
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 3 370 40 59 280 100 37 9 8 16 36 55
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 3 370 40 59 280 100 37 9 8 16 36 55
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.80 0.20 1.00 1.47 0.53 1.00 0.53 0.47 1.00 0.40 0.60
Final Sat.: 1600 2888 312 1600 2358 842 1600 847 753 1600 633 967
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.13 0.13 0.04 0.12 0.12 0.02 0.01 0.01 0.01 0.06 0.06
Crit Moves: **** **** **** ****
********************************************************************************
Apx-122
Default Scenario Tue Oct 1, 2024 18:18:11 Page 13-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #12 Mesa Dr (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.177
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 36 0 7 3 0 2 5 424 33 8 123 17
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 36 0 7 3 0 2 5 424 33 8 123 17
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 36 0 7 3 0 2 5 424 33 8 123 17
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 36 0 7 3 0 2 5 424 33 8 123 17
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 36 0 7 3 0 2 5 424 33 8 123 17
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 36 0 7 3 0 2 5 424 33 8 123 17
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.84 0.00 0.16 0.60 0.00 0.40 1.00 1.86 0.14 1.00 1.76 0.24
Final Sat.: 1340 0 260 960 0 640 1600 2969 231 1600 2811 389
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.00 0.03 0.00 0.00 0.00 0.00 0.14 0.14 0.01 0.04 0.04
Crit Moves: **** **** **** ****
********************************************************************************
Apx-123
Default Scenario Tue Oct 1, 2024 18:18:11 Page 14-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #13 Acacia St (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.144
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Permitted Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 2 0 6 37 461 0 0 155 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 2 0 6 37 461 0 0 155 5
Added Vol: 0 0 0 0 0 1 3 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 2 0 7 40 461 0 0 155 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 2 0 7 40 461 0 0 155 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 2 0 7 40 461 0 0 155 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 2 0 7 40 461 0 0 155 5
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.94 0.06
Final Sat.: 0 0 0 1600 0 1600 1600 3200 0 0 3100 100
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.14 0.00 0.00 0.05 0.05
Crit Moves: **** ****
********************************************************************************
Apx-124
Default Scenario Tue Oct 1, 2024 18:18:11 Page 15-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #14 Irvine Ave (NS) at Mesa Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.371
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 85 920 280 7 650 43 102 226 182 125 22 7
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 88 948 288 7 670 44 102 226 182 125 22 7
Added Vol: 0 7 3 0 3 0 0 0 0 1 0 0
PasserByVol: 0 3 1 0 20 0 0 0 0 1 0 0
Initial Fut: 88 958 292 7 693 44 102 226 182 127 22 7
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 88 958 292 7 693 44 102 226 182 127 22 7
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 88 958 292 7 693 44 102 226 182 127 22 7
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 88 958 292 7 693 44 102 226 182 127 22 7
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.11 0.89 2.00 0.76 0.24
Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1773 1427 3200 1214 386
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.20 0.18 0.00 0.14 0.03 0.06 0.13 0.13 0.04 0.02 0.02
Crit Moves: **** **** **** ****
********************************************************************************
Apx-125
Default Scenario Tue Oct 1, 2024 18:18:11 Page 16-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
AM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #15 Irvine Ave (NS) at University Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.540
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 127 1135 57 62 794 64 127 69 186 23 28 23
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 131 1169 59 64 818 66 127 69 186 23 28 23
Added Vol: 0 10 0 0 4 0 0 0 0 0 0 0
PasserByVol: 0 4 0 0 21 0 0 0 0 0 0 0
Initial Fut: 131 1183 59 64 843 66 127 69 186 23 28 23
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 131 1183 59 64 843 66 127 69 186 23 28 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 131 1183 59 64 843 66 127 69 186 23 28 23
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 131 1183 59 64 843 66 127 69 186 23 28 23
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 0.55 0.45
Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1600 1600 1600 878 722
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.37 0.04 0.04 0.26 0.04 0.08 0.04 0.12 0.01 0.03 0.03
Crit Moves: **** **** **** ****
********************************************************************************
Apx-126
Default Scenario Tue Oct 1, 2024 18:17:14 Page 2-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #1 MacArthur Blvd (NS) at Campus Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.526
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 124 717 17 128 642 341 259 326 55 30 654 108
Growth Adj: 1.04 1.04 1.04 1.04 1.04 1.04 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 129 746 18 133 668 355 259 326 55 30 654 108
Added Vol: 0 0 0 0 0 6 9 0 0 0 0 0
PasserByVol: 0 53 0 6 77 0 0 0 0 0 0 3
Initial Fut: 129 799 18 139 745 361 268 326 55 30 654 111
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Volume: 129 799 18 139 745 361 268 326 55 30 654 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 129 799 18 139 745 361 268 326 55 30 654 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
FinalVolume: 129 799 18 139 745 361 268 326 55 30 654 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.57 0.43 2.00 3.00 1.00
Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4107 693 3200 4800 1600
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.12 0.01 0.09 0.12 0.23 0.08 0.08 0.08 0.01 0.14 0.00
Crit Moves: **** **** **** ****
********************************************************************************
Apx-127
Default Scenario Tue Oct 1, 2024 18:17:14 Page 3-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #2 MacArthur Blvd (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.386
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 50 515 24 31 551 98 201 160 19 38 243 139
Growth Adj: 1.04 1.04 1.04 1.04 1.04 1.04 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 52 536 25 32 573 102 201 160 19 38 243 139
Added Vol: 0 0 0 0 0 0 0 5 0 0 3 0
PasserByVol: 0 24 0 52 39 0 12 9 0 0 12 27
Initial Fut: 52 560 25 84 612 102 213 174 19 38 258 166
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 52 560 25 84 612 102 213 174 19 38 258 166
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 52 560 25 84 612 102 213 174 19 38 258 166
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 52 560 25 84 612 102 213 174 19 38 258 166
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.43 0.57 1.58 1.28 0.14 1.00 1.22 0.78
Final Sat.: 1600 4800 1600 1600 5486 914 2521 2055 224 1600 1947 1253
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.12 0.02 0.05 0.11 0.11 0.08 0.08 0.08 0.02 0.13 0.13
Crit Moves: **** **** **** ****
********************************************************************************
Apx-128
Default Scenario Tue Oct 1, 2024 18:17:14 Page 4-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #3 MacArthur Blvd (NS) at Jamboree Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.562
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 206 807 284 154 1005 383 314 808 32 431 694 108
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Initial Bse: 212 831 293 159 1035 394 323 832 33 444 715 111
Added Vol: 8 0 0 0 0 0 0 9 14 0 6 0
PasserByVol: 15 27 42 12 12 28 14 129 -2 18 71 7
Initial Fut: 235 858 335 171 1047 422 337 970 45 462 792 118
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 235 858 335 171 1047 0 337 970 45 462 792 118
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 235 858 335 171 1047 0 337 970 45 462 792 118
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 235 858 335 171 1047 0 337 970 45 462 792 118
OvlAdjVol: 181
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.82 0.18 3.00 3.00 1.00
Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6117 283 4800 4800 1600
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.07 0.18 0.21 0.05 0.22 0.00 0.11 0.16 0.16 0.10 0.16 0.07
OvlAdjV/S: 0.11
Crit Moves: **** **** **** ****
********************************************************************************
Apx-129
Default Scenario Tue Oct 1, 2024 18:17:14 Page 5-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #4 Campus Dr (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.545
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 490 637 0 0 596 551 0 0 0 257 1603 89
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 490 637 0 0 596 551 0 0 0 257 1603 89
Added Vol: 23 9 0 0 6 0 0 0 0 0 0 0
PasserByVol: 0 14 0 0 4 0 0 0 0 3 37 0
Initial Fut: 513 660 0 0 606 551 0 0 0 260 1640 89
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 513 660 0 0 606 551 0 0 0 260 1640 89
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 513 660 0 0 606 551 0 0 0 260 1640 89
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 513 660 0 0 606 551 0 0 0 260 1640 89
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.79 0.21
Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6071 329
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.16 0.14 0.00 0.00 0.09 0.11 0.00 0.00 0.00 0.16 0.27 0.27
Crit Moves: **** **** ****
********************************************************************************
Apx-130
Default Scenario Tue Oct 1, 2024 18:17:14 Page 6-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #5 Campus Dr/Irvine Ave (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.465
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 635 241 152 702 0 451 826 460 0 0 0
Growth Adj: 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 654 248 152 702 0 451 826 460 0 0 0
Added Vol: 0 32 0 0 6 0 0 3 11 0 0 0
PasserByVol: 0 4 17 0 6 0 10 15 0 0 0 0
Initial Fut: 0 690 265 152 714 0 461 844 471 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 690 265 152 714 0 461 844 471 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 690 265 152 714 0 461 844 471 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 690 265 152 714 0 461 844 471 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.41 2.59 2.00 0.00 0.00 0.00
Final Sat.: 0 6400 1600 1600 4800 0 2261 4139 3200 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.11 0.17 0.10 0.15 0.00 0.20 0.20 0.15 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-131
Default Scenario Tue Oct 1, 2024 18:17:14 Page 7-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #6 Birch St (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.506
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 161 276 0 0 330 527 0 0 0 419 1367 128
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 161 276 0 0 330 527 0 0 0 419 1367 128
Added Vol: 0 5 0 0 3 0 0 0 0 25 0 0
PasserByVol: 0 1 0 0 4 10 0 0 0 2 33 5
Initial Fut: 161 282 0 0 337 537 0 0 0 446 1400 133
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 161 282 0 0 337 537 0 0 0 446 1400 133
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 161 282 0 0 337 537 0 0 0 446 1400 133
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 161 282 0 0 337 537 0 0 0 446 1400 133
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 2.00 0.00 0.00 1.54 2.46 0.00 0.00 0.00 1.00 3.74 0.26
Final Sat.: 3200 3200 0 0 2468 3932 0 0 0 1600 5984 416
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.09 0.00 0.00 0.14 0.14 0.00 0.00 0.00 0.28 0.23 0.32
Crit Moves: **** **** ****
********************************************************************************
Apx-132
Default Scenario Tue Oct 1, 2024 18:17:14 Page 8-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #7 Birch St (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.368
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 239 274 188 460 0 253 894 105 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 239 274 188 460 0 253 894 105 0 0 0
Added Vol: 0 5 41 0 28 0 0 0 3 0 0 0
PasserByVol: 0 1 4 4 1 0 0 33 0 0 0 0
Initial Fut: 0 245 319 192 489 0 253 927 108 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 245 319 192 489 0 253 927 108 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 245 319 192 489 0 253 927 108 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 245 319 192 489 0 253 927 108 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.69 0.31 0.00 0.00 0.00
Final Sat.: 0 3200 3200 3200 3200 0 1600 5899 501 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.08 0.10 0.06 0.15 0.00 0.16 0.16 0.22 0.00 0.00 0.00
Crit Moves: **** ****
********************************************************************************
Apx-133
Default Scenario Tue Oct 1, 2024 18:17:14 Page 9-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #8 Jamboree Rd (NS) at Bristol St North (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.364
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 617 1538 934 0 645 640 0 0 0 0 0 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 636 1584 962 0 664 659 0 0 0 0 0 0
Added Vol: 8 23 0 0 0 14 0 0 0 0 0 0
PasserByVol: 27 139 30 0 27 85 0 0 0 0 0 0
Initial Fut: 671 1746 992 0 691 758 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 671 1746 0 0 691 758 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 671 1746 0 0 691 758 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 671 1746 0 0 691 758 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 2.00 3.00 1.00 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00
Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.21 0.36 0.00 0.00 0.14 0.24 0.00 0.00 0.00 0.00 0.00 0.00
Crit Moves: ****
********************************************************************************
Apx-134
Default Scenario Tue Oct 1, 2024 18:17:14 Page 10-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #9 Jamboree Rd (NS) at Bristol St South (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.580
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 2025 71 0 647 0 738 566 901 0 0 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 2086 73 0 666 0 738 566 901 0 0 0
Added Vol: 0 8 0 0 0 0 23 5 14 0 0 0
PasserByVol: 0 83 0 0 26 0 94 8 26 0 0 0
Initial Fut: 0 2177 73 0 692 0 855 579 941 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 2177 73 0 692 0 855 579 941 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2177 73 0 692 0 855 579 941 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 2177 73 0 692 0 855 579 941 0 0 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 4.84 0.16 0.00 4.00 0.00 1.79 1.21 2.00 0.00 0.00 0.00
Final Sat.: 0 7740 260 0 6400 0 2862 1938 3200 0 0 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.28 0.28 0.00 0.11 0.00 0.30 0.30 0.29 0.00 0.00 0.00
Crit Moves: **** **** ****
********************************************************************************
Apx-135
Default Scenario Tue Oct 1, 2024 18:17:14 Page 11-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #10 Irvine Ave (NS) at Orchard Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.442
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 0 0 0 0 0 0 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 763 13 36 1342 0 0 0 0 72 0 164
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 786 13 37 1382 0 0 0 0 72 0 164
Added Vol: 0 6 0 17 0 0 0 0 0 9 0 0
PasserByVol: 0 21 0 0 6 0 0 0 0 0 0 0
Initial Fut: 0 813 13 54 1388 0 0 0 0 81 0 164
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 813 13 54 1388 0 0 0 0 81 0 164
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 813 13 54 1388 0 0 0 0 81 0 164
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 813 13 54 1388 0 0 0 0 81 0 164
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 0.33 0.00 0.67
Final Sat.: 1600 4800 1600 1600 4800 0 0 0 0 529 0 1071
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.17 0.01 0.03 0.29 0.00 0.00 0.00 0.00 0.05 0.00 0.15
Crit Moves: **** **** ****
********************************************************************************
Apx-136
Default Scenario Tue Oct 1, 2024 18:17:14 Page 12-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #11 Birch St (NS) at Orchard Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.340
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 4 260 20 58 584 61 40 11 6 24 60 56
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 4 260 20 58 584 61 40 11 6 24 60 56
Added Vol: 0 0 0 0 0 31 46 0 0 0 0 0
PasserByVol: 0 5 0 0 1 0 0 0 0 0 0 0
Initial Fut: 4 265 20 58 585 92 86 11 6 24 60 56
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 4 265 20 58 585 92 86 11 6 24 60 56
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 4 265 20 58 585 92 86 11 6 24 60 56
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 4 265 20 58 585 92 86 11 6 24 60 56
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.86 0.14 1.00 1.73 0.27 1.00 0.65 0.35 1.00 0.52 0.48
Final Sat.: 1600 2975 225 1600 2765 435 1600 1035 565 1600 828 772
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.09 0.09 0.04 0.21 0.21 0.05 0.01 0.01 0.02 0.07 0.07
Crit Moves: **** **** **** ****
********************************************************************************
Apx-137
Default Scenario Tue Oct 1, 2024 18:17:14 Page 13-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #12 Mesa Dr (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.218
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 30 0 6 9 0 5 0 156 48 15 604 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 30 0 6 9 0 5 0 156 48 15 604 5
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 30 0 6 9 0 5 0 156 48 15 604 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 30 0 6 9 0 5 0 156 48 15 604 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 30 0 6 9 0 5 0 156 48 15 604 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 30 0 6 9 0 5 0 156 48 15 604 5
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.83 0.00 0.17 0.64 0.00 0.36 1.00 1.53 0.47 1.00 1.98 0.02
Final Sat.: 1333 0 267 1029 0 571 1600 2447 753 1600 3174 26
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.00 0.02 0.01 0.00 0.01 0.00 0.06 0.06 0.01 0.19 0.19
Crit Moves: **** **** **** ****
********************************************************************************
Apx-138
Default Scenario Tue Oct 1, 2024 18:17:14 Page 14-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #13 Acacia St (NS) at Birch St (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.225
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Permitted Permitted Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 8 0 29 4 196 0 0 635 4
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 8 0 29 4 196 0 0 635 4
Added Vol: 0 0 0 0 0 5 3 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 8 0 34 7 196 0 0 635 4
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 8 0 34 7 196 0 0 635 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 8 0 34 7 196 0 0 635 4
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 8 0 34 7 196 0 0 635 4
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.99 0.01
Final Sat.: 0 0 0 1600 0 1600 1600 3200 0 0 3180 20
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.02 0.00 0.06 0.00 0.00 0.20 0.20
Crit Moves: **** **** ****
********************************************************************************
Apx-139
Default Scenario Tue Oct 1, 2024 18:17:14 Page 15-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #14 Irvine Ave (NS) at Mesa Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.455
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 78 564 132 14 910 321 56 43 145 310 240 21
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 80 581 136 14 937 331 56 43 145 310 240 21
Added Vol: 0 6 3 0 9 0 0 0 0 5 0 0
PasserByVol: 0 18 1 0 8 0 0 0 0 1 0 0
Initial Fut: 80 605 140 14 954 331 56 43 145 316 240 21
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 80 605 140 14 954 331 56 43 145 316 240 21
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 80 605 140 14 954 331 56 43 145 316 240 21
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 80 605 140 14 954 331 56 43 145 316 240 21
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.92 0.08
Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 1471 129
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.13 0.09 0.01 0.20 0.21 0.04 0.03 0.09 0.10 0.16 0.16
Crit Moves: **** **** **** ****
********************************************************************************
Apx-140
Default Scenario Tue Oct 1, 2024 18:17:14 Page 16-1
--------------------------------------------------------------------------------
Newport Irvine Medical Center (3300 Irvine Avenue)
TPO 2027 With Project
PM Peak Hour
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
********************************************************************************
Intersection #15 Irvine Ave (NS) at University Dr (EW)
********************************************************************************
Cycle (sec): 100 Critical Vol./Cap.(X): 0.558
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: A
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 112 738 31 47 1123 146 79 49 130 39 51 58
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 115 760 32 48 1157 150 79 49 130 39 51 58
Added Vol: 0 8 0 0 14 0 0 0 0 0 0 0
PasserByVol: 0 19 0 0 9 0 0 0 0 0 0 0
Initial Fut: 115 787 32 48 1180 150 79 49 130 39 51 58
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 115 787 32 48 1180 150 79 49 130 39 51 58
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 115 787 32 48 1180 150 79 49 130 39 51 58
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 115 787 32 48 1180 150 79 49 130 39 51 58
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 0.47 0.53
Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1600 1600 1600 749 851
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.07 0.25 0.02 0.03 0.37 0.09 0.05 0.03 0.08 0.02 0.07 0.07
Crit Moves: **** **** **** ****
********************************************************************************
Apx-141
APPENDIX D
APPROVED PROJECTS LIST
Apx-142
Apx-143
Apx-144
Apx-145
Apx-146
Irvine Ave / University Dr
NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 4 21 0 0 0 4 0 0 21 0 0 0 0 0 0 0
PM 19 9 0 0 0 19 0 0 9 0 0 0 0 0 0 0
Irvine Ave / Orchard Dr
NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 2 23 0 0 0 2 0 0 23 0 0 0 0 0 0 0
PM 21 6 0 0 0 21 0 0 6 0 0 0 0 0 0 0
Birch St / Orchard Dr
NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 1 1 0 0 0 1 0 0 1 0 0 0 0 0 0 0
PM 5 1 0 0 0 5 0 0 1 0 0 0 0 0 0 0
Mesa Dr/ Acacia St and Birch St
NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Apx-147
APPENDIX E
TPO ONE-PERCENT THRESHOLD ANALYSIS
Apx-148
NB SB EB WB NB SB EB WB NB SB EB WB NB SB EB WB
1. MacArthur Blvd (NS) at Campus Dr (EW)4 594 1209 905 260 6 13 10 3 0 7 3 0 No No No No
2. MacArthur Blvd (NS) at Birch St (EW)589 839 355 227 6 9 4 3 0 0 1 3 No No No Yes
3. MacArthur Blvd (NS) at Jamboree Rd (EW)4 1393 860 1331 1339 15 9 14 14 10 0 7 7 No No No No
4. Campus Dr (NS) at Bristol St North (EW)1526 391 0 1339 16 4 0 14 10 7 0 0 No Yes No No
5. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)942 516 2672 0 10 6 27 0 10 7 16 0 Yes Yes No No
6. Birch St (NS) at Bristol St North (EW)800 265 0 1882 9 3 0 20 1 3 0 29 No Yes No Yes
7. Birch St (NS) at Bristol St South (EW)465 564 1813 0 5 6 19 0 14 33 3 0 Yes Yes No No
8. Jamboree Rd (NS) at Bristol St North (EW)2689 1266 0 0 28 13 0 0 17 16 0 0 No Yes No No
9. Jamboree Rd (NS) at Bristol St South (EW)1627 819 2539 0 17 9 26 0 10 0 12 0 No No No No
10. Irvine Ave (NS) at Orchard Dr (EW)967 854 0 67 10 9 0 1 7 20 0 3 No Yes No Yes
11. Birch St (NS) at Orchard Dr (EW)413 403 40 107 5 5 1 2 0 36 14 0 No Yes Yes No
12. Mesa Dr (NS) at Birch St (EW)43 5 462 148 1 1 5 2 0 0 0 0 No No No No
13. Acacia St (NS) at Birch St (EW)0 8 498 160 0 1 6 2 0 1 3 0 No Yes No No
14. Irvine Ave (NS) at Mesa Dr (EW)1328 741 510 155 14 8 6 2 10 3 0 1 No No No No
15. Irvine Ave (NS) at University Dr (EW)1363 969 382 74 14 10 4 1 10 4 0 0 No No No No
NB SB EB WB NB SB EB WB NB SB EB WB NB SB EB WB
1. MacArthur Blvd (NS) at Campus Dr (EW)4 946 1239 640 795 10 13 7 8 0 6 9 0 No No Yes No
2. MacArthur Blvd (NS) at Birch St (EW)637 798 401 459 7 8 5 5 0 0 5 3 No No Yes No
3. MacArthur Blvd (NS) at Jamboree Rd (EW)4 1420 1640 1329 1366 15 17 14 14 8 0 23 6 No No Yes No
4. Campus Dr (NS) at Bristol St North (EW)1141 1151 0 1989 12 12 0 20 32 6 0 0 Yes No No No
5. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)923 860 1762 0 10 9 18 0 32 6 14 0 Yes No No No
6. Birch St (NS) at Bristol St North (EW)438 871 0 1954 5 9 0 20 5 3 0 25 Yes No No Yes
7. Birch St (NS) at Bristol St South (EW)518 653 1285 0 6 7 13 0 46 28 3 0 Yes Yes No No
8. Jamboree Rd (NS) at Bristol St North (EW)3378 1435 0 0 35 15 0 0 31 14 0 0 No No No No
9. Jamboree Rd (NS) at Bristol St South (EW)2242 692 2333 0 23 7 24 0 8 0 42 0 No No Yes No
10. Irvine Ave (NS) at Orchard Dr (EW)820 1425 0 236 9 15 0 3 6 17 0 9 No Yes No Yes
11. Birch St (NS) at Orchard Dr (EW)289 704 57 140 3 8 2 2 0 31 46 0 No Yes Yes No
12. Mesa Dr (NS) at Birch St (EW)36 14 204 624 1 1 3 7 0 0 0 0 No No No No
13. Acacia St (NS) at Birch St (EW)0 37 200 639 0 1 3 7 0 5 3 0 No Yes Yes No
14. Irvine Ave (NS) at Mesa Dr (EW)816 1290 244 572 9 13 3 6 9 9 0 5 Yes No No No
15. Irvine Ave (NS) at University Dr (EW)926 1364 258 148 10 14 3 2 8 14 0 0 No Yes No No
ID Study Intersection
Traffic Phasing Ordinance (TPO) One-Percent Threshold Calculations
ID Study Intersection
PM Peak Hour Approach Totals
TPO Year 2027 Without Project
AM Peak Hour Approach Totals
TPO Year 2027 Without Project Threshold Met?
Threshold Met?
1% of TPO Volume
1% of TPO Volume
PM Peak Hour Project Volume
AM Peak Hour Project Volume
Apx-149
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