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Planning Commission Staff Report (2019-10-22)ITEM NO. 4 CITY OF CAMPBELL ∙ PLANNING COMMISSION Staff Report ∙ October 22, 2019 PLN2019-50 Springbridge. Public Hearing to consider the application of Springbridge International School for a Modification (PLN2019-50) of a previously approved Conditional Use Permit (PLN2014-301) to increase the capacity of an approved commercial daycare center from 60 to 100 children on property located at 1625 W. Campbell Avenue in the C-1 (Neighborhood Commercial) Zoning District. STAFF RECOMMENDATION That the Planning Commission take the following action: 1.Adopt a Resolution (reference Attachment 1), approving a Modification (PLN2019-50) of a previously approved Conditional Use Permit (PLN2014-301) to increase the capacity of an approved commercial daycare center from 60 to 100 children. ENVIRONMENTAL DETERMINATION Staff recommends that the Planning Commission find that this project is Categorically Exempt under Section 15303, Class 3(c) of the California Environmental Quality Act (CEQA). This section exempts a change of use in a building of less than 10,000 square feet where only minor changes to the building are proposed. PROJECT DATA Lot Size: 24,515 square feet Building Area: 9,735 square feet Site Utilization: Building Coverage 25 % (6,225 square feet) Landscape Coverage 7 % (1,653 square feet) Paving (Parking) Coverage 54 % (13,232 square feet) Playground 14 % (3,405 square feet) Parking Provided: Required 29 spaces (1 per employee plus 1 per 5 children) Proposed 29 spaces Hours of Operation: 7:30 AM to 6:00 PM, M-F Number of Children: 100 Number of Employees: 9 Staff Report - Planning Commission Meeting of October 22, 2019 Pg. 2 PLN2019-50 – 1625 W. Campbell Ave. ~ CUP Modification DISCUSSION Project Site: The project site is a 24,515 square-foot parcel located along the north side of W. Campbell Avenue, west of San Tomas Aquino Road (see aerial map, below). The property is developed with a 9,735 square-foot, two-story building constructed in 1960 currenting operating as a commercial daycare center (reference Attachment 2 – Site Photographs). Surrounding uses include a restaurant to the west, a retail center to the east, professional offices to the north, and the Kirkwood Plaza shopping center to the south, across W. Campbell Avenue. The project site is located within the C-1 (Neighborhood Commercial) Zoning District and has a General Plan land use designation of Neighborhood Commercial. Background: At its meeting of July 28, 2015 the Planning Commission approved a Conditional Use Permit to allow establishment of a commercial daycare center with a 60-child capacity within the existing building (reference Attachment 3 – Meeting Minutes). Site modifications included installation of an outdoor play area and reconfiguration of the parking lot for increase safety. Construction work was completed in December 2017 with the business opening the following year. Proposal: The submitted application would modify the previously approved Conditional Use Permit to increase the student capacity from 60 children to 100 children (reference Attachment 4 –Written Request). The increased enrollment would also modify the facility’s drop-off and pick- up times as noted in the applicant’s operational statement (reference Attachment 5). No changes to the property’s site layout are proposed (reference Attachment 6 – Project Plans). ANALYSIS Zoning Consistency: The project site is located within the C-1 (Neighborhood Commercial) Zoning District. A commercial daycare center is an allowable use subject to approval of a Conditional Use Permit. However, this zoning district is intended "to provide for retail sales, offices, and services serving the daily needs of nearby residents of the city and to promote stable and attractive commercial development which will be compatible with neighboring residential uses" (CMC 21.10.040.A). When the proposal for the daycare was originally considered by the Planning Commission, staff discussed the appropriateness of a daycare use in a functional office building since maintaining the City's stock of professional office space is critical to securing the City's economic base. However, the Planning Commission determined that a daycare was an appropriate use of an underutilized building that had been vacant for some time. Staff Report - Planning Commission Meeting of October 22, 2019 Pg. 3 PLN2019-50 – 1625 W. Campbell Ave. ~ CUP Modification General Plan Consistency: The General Plan describes Neighborhood Commercial designation as being principally intended to accommodate neighborhood-serving uses (see below). A commercial daycare center serves the community in a manner consistent with this purpose and would therefore be consistent with the General Plan and the following General Plan strategy and policies: Neighborhood Commercial: The Neighborhood Commercial category is designed to encourage the location of commercial uses at major intersections in residential areas. Neighborhood Commercial uses accommodate small-scale, lower intensity commercial and office uses that provide goods and services to the adjacent residential neighborhood and are accessible by automobile, bicycle, transit, and by foot. Neighborhood Commercial areas should be designed to encourage convenient pedestrian and bicycle travel to and from surrounding neighborhoods. The architecture of the buildings should be compatible to the neighborhood. Grocery stores, pharmacies, restaurants, laundries and personal services are examples of neighborhood commercial uses. Strategy LUT-5.3: Variety of Commercial and Office Uses: Maintain a variety of attractive and convenient commercial and office uses that provide needed goods, services and entertainment. Policy LUT-11.2a: Services Within Walking Distance: Encourage neighborhood serving commercial and quasi-public uses, such as churches, schools, and meeting halls to locate within walking distance of residential uses. Policy LUT-13.1: Variety of Uses: Attract and maintain a variety of uses that create an economic balance within the City while maintaining a balance with other community land use needs, such as housing and open space, and while providing high quality services to the community. Site Configuration: The configuration of the property was previously modified to accommodate the daycare operation. Existing unpermitted parallel parking spaces along the building were removed and replaced with perpendicular spaces that were shifted from the westerly property line. A play area was also created behind the building at the northeast corner of the property, expanding on an existing gated area created by the previous occupant. Lastly, a marked pedestrian path-of-travel connecting the site to the public sidewalk was installed. The request for additional capacity does not include any further changes than those already made. Traffic: Commercial daycare centers typically include a requirement for a traffic impact analysis (TIA) to determine the effect of potentially increased vehicular traffic. However, the originally proposed capacity for the daycare was reduced to 60 children in order to stay below the threshold for a TIA allowing the business to establish to a foothold before incurring that expense. In early 2016, the property owner funded a TIA assuming an increase up to 140 children. The TIA determined that the studied intersections would continue to operate at an acceptable level of service (reference Attachment 7). Although the TIA is 3 ½ years old the City’s Traffic Engineer determined that the results are still valid because there has been no traffic growth in the immediate area (comparison 2016 to 2018 traffic counts) and because the proposal is only for 100 children whereas the TIA assumed 140 children. Parking: The parking requirement for a commercial daycare center is 1 space for each employee plus 1 space for each 5 children. The proposed 100-child capacity and 9 employees results in a requirement for 29 stalls. Since the property is developed with 29 parking stalls, the parking standard is satisfied. Staff Report - Planning Commission Meeting of October 22, 2019 Pg. 4 PLN2019-50 – 1625 W. Campbell Ave. ~ CUP Modification Circulation: The site's existing circulation pattern would remain unchanged. Vehicles would enter from the easterly driveway and exit from the westerly driveway. The driveways are currently marked as one-way with inward and outbound arrows. Since Campbell Avenue has a middle turning lane, vehicles will be able to take unprotected left turns out of the site (westbound) and into the site (eastbound) allowing vehicles to enter the roadway without having to wait for a clearing of traffic in both directions, minimizing on-site queuing. Most morning drop-off activity for the children will occur in blocks from 8:00 AM to 9:00 PM. Due to licensing requirements, a parent would need to either walk their child into the facility or allow a staff member to take custody of the child at the vehicle. In either instance, the parent will need to pull into a parking stall, which would be located adjacent to the building. As the project satisfies the parking requirement, the property can be anticipated to accommodate the increased drop-off and pick-up activity. Outdoor Play Area: Pursuant to CMC Sec. 21.36.080, and consistent with State law, commercial daycare centers are required to provide 75 square feet of unencumbered outdoor space (e.g., play area) per child. With 100 children, a 7,500 square-foot play area would be required. The existing play area is approximately 3,360 square feet, which would allow no more than 45 children at a time to occupy the space. To maintain the minimum open space per child, staggering of the children's play time will be required. The City and the State Department of Social Service's Community Care Licensing have allowed such arrangements in the past. The play area is bound by an open-rail metal fence installed by the previous occupant. A fabric screen was adhered to the fencing to conceal the space from the adjacent commercial alley. A small play structure was also constructed towards the rear of the play area. Noise: Zoning Code provisions (Sec. 21.36.070.D.2) applying to daycare related noise specify that "regardless of decibel level, and taking into consideration the noise levels generated by children, no noise generated from the day care use shall unreasonably offend the senses or obstruct the free use of neighboring properties so as to unreasonably interfere with the comfortable enjoyment of the adjoining properties." Although there is an expectation that playing children will generate audible noise, a condition of approval required that daycare staff monitor children playing in the playground to ensure that there are no extensive periods of play and/or extreme occurrences of noise that may unreasonably disturb adjacent residents. Use of whistles or amplified devices (e.g., bull horns) were also prohibited. The condition allowed the Planning Commission to review the CUP if repeated and verifiable complaints regarding noise are received by the City. Although no complaints have been received since the daycare opened, the owner of the commercial property located to the rear of the site has submitted a letter indicating his opposition to the proposed expansion due to noise concerns (reference Attachment 8). Mr. Ross is concerned that an increase in capacity would result in more children playing outside. As noted, the size of the play area will continue to limit the number of children playing at any one time such that the noise level would not increase. However, because there are more children, the duration of play time will increase leading to longer periods of play noise. To what extent this conflicts with the Zoning Code’s daycare noise standard is a matter for the Commission to discuss. Staff Report - Planning Commission Meeting of October 22, 2019 Pg. 5 PLN2019-50 – 1625 W. Campbell Ave. ~ CUP Modification Site and Architectural Review Committee (SARC): Since no exterior alterations are proposed, the SARC did not review this proposal Attachments: 1.Draft Resolution 2.Site Photographs 3.Planning Commission Meeting Minutes, dated July 28, 2015 4.Written Request 5.Operational Statement 6.Project Plans 7.Traffic Impact Analysis 8.Letter (Mr. Ross) Prepared by: Daniel Fama, Senior Planner Approved by: Paul Kermoyan, Community Development Director RESOLUTION NO. 45xx BEING A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CAMPBELL APPROVING A MODIFICATION (PLN2019-50) OF A PREVIOUSLY APPROVED CONDITIONAL USE PERMIT (PLN2014-301) TO INCREASE THE CAPACITY OF AN APPROVED COMMERCIAL DAYCARE CENTER FROM 60 TO 100 CHILDREN ON PROPERTY LOCATED AT 1625 W. CAMPBELL AVENUE. FILE NO: PLN2019-50 After notification and public hearing, as specified by law and after presentation by the Community Development Director, proponents and opponents, the hearing was closed. The Planning Commission finds as follows with regard to file number PLN2019-50: 1.The project site is located on West Campbell Avenue, west of San Tomas Aquino Road. 2.The project site is zoned C-1 (Neighborhood Commercial) as shown on the Campbell Zoning Map. 3.The project site is designated Neighborhood Commercial as shown on the Campbell General Plan Map. 4.Surrounding uses include a restaurant to the west, a retail center to the east, professional offices to the north, and Kirkwood Plaza to the south, across Campbell Avenue. 5.At its meeting of July 28, 2015, the Planning Commission adopted Resolution No. 4224 approving a Conditional Use Permit to allow commercial daycare center within an existing 9,735 square-foot office building located on the project site. 6.A commercial daycare center is identified as a conditionally permitted use in the C-1 (Neighborhood Commercial) Zoning District. 7.The proposed project is application to the previously approved Conditional Use Permit to increase the capacity of the daycare center from 60 to 100 children. No change to the property’s site configuration is proposed. 8.A Traffic Impact Analysis commissioned by the City determined that a daycare facility of up to 140 children would not result in studied in the intersections operating at a less than acceptable level of service (LOS). 9.The proposed project would include 29 parking spaces, where 29 are required. 10.Campbell Municipal Code (CMC) Section 21.36.070.D specifies that "regardless of decibel level, and taking into consideration the noise levels generated by children, no noise generated from the day care use shall unreasonably offend the senses or obstruct the free use of neighboring properties so as to unreasonably interfere with the comfortable enjoyment of the adjoining properties." Since the existing play area would not be expanded (play time would be staggered), the proposed project would not result in an increase in noise levels. Although the project would result in an increase in the Attachment 1 Planning Commission Resolution No. 45__ Page 2 of 3 1625 W. Campbell Ave. – Approving a Conditional Use Permit Modification duration of play noise, this does conflict with the plain application of the aforementioned Municipal code section. 11.The proposed project would be consistent with the following General Plan policies: Strategy LUT-5.3: Variety of Commercial and Office Uses: Maintain a variety of attractive and convenient commercial and office uses that provide needed goods, services and entertainment. Policy LUT-11.2a: Services Within Walking Distance: Encourage neighborhood serving commercial and quasi-public uses, such as churches, schools, and meeting halls to locate within walking distance of residential uses. Policy LUT-13.1: Variety of Uses: Attract and maintain a variety of uses that create an economic balance within the City while maintaining a balance with other community land use needs, such as housing and open space, and while providing high quality services to the community. 12.In review of the proposed project, the Planning Commission considered the proposed project's traffic safety, traffic congestion, site circulation, landscaping, structure design, and site layout. 13.In review the proposed project, the Planning Commission also weighed the public need for, and the benefit to be derived from, the project, against any impacts it may cause. 14.No substantial evidence has been presented which shows that the project, as currently presented and subject to the required conditions of approval, will have a significant adverse impact on the environment. Based upon the foregoing findings of fact, the Planning Commission further finds and concludes that: 1.The proposed project is consistent with the General Plan. 2.The proposed use is allowed within the applicable Zoning District with Conditional Use Permit approval, and complies with all other applicable provisions of this Zoning Code and the Municipal Code. 3.The proposed use will not create a nuisance due to litter, noise, traffic, vandalism, or other factors. 4.The proposed use will not significantly disturb the peace and enjoyment of the nearby residential neighborhood. 5.The proposed use will not significantly increase the demand on City services. 6.The site is adequate in terms of size and shape to accommodate the fences and walls, landscaping, parking and loading facilities, yards, and other development features required in order to integrate the use with uses in the surrounding area. 7.The site is adequately served by streets of sufficient capacity to carry the kind and quantity of traffic the use would be expected to generate. Planning Commission Resolution No. 45__ Page 3 of 3 1625 W. Campbell Ave. – Approving a Conditional Use Permit Modification 8.The project Categorically Exempt under Section 15303, Class 3(c) of the California Environmental Quality Act (CEQA), which exempts a change of use in a building of less than 10,000 square feet where only minor changes to the building are proposed. THEREFORE, BE IT RESOLVED that the Planning Commission approves a Modification (PLN2019-50) of a previously approved Conditional Use Permit (PLN2014-301) to increase the capacity of an approved commercial daycare center from 60 to 100 children on property located at 1625 W. Campbell Avenue, subject to the attached Conditions of Approval (attached Exhibit “A”). PASSED AND ADOPTED this 22nd day of October, 2019, by the following roll call vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners ABSTAIN: Commissioners: APPROVED: Andre Rivlin, Chair ATTEST: Paul Kermoyan, Secretary EXHIBIT A CONDITIONS OF APPROVAL Conditional Use Permit Modification (PLN2019-50) Where approval by the Director of Community Development, City Engineer, Public Works Director, City Attorney or Fire Department is required, that review shall be for compliance with all applicable conditions of approval, adopted policies and guidelines, ordinances, laws and regulations and accepted engineering practices for the item under review. Additionally, the applicant is hereby notified that he/she is required to comply with all applicable Codes or Ordinances of the City of Campbell and the State of California that pertain to this development and are not herein specified. COMMUNITY DEVELOPMENT DEPARTMENT Planning Division 1.Approved Project: Approval is granted for a Modification (PLN2019-50) of a previously approved Conditional Use Permit (PLN2014-301) to increase the capacity of an approved commercial daycare center from 60 to 100 children on property located at 1625 W. Campbell Avenue. The project shall substantially conform to the Project Plans and the Written Description/Operational Statement stamped as received by the Community Development Department on March 12, 2019 and September 13, 2019, respectively, except as may be modified by the Conditions of Approval contained herein. 2.Permit Expiration: The Modified Conditional Use Permit approved herein (hereon "Approval") shall be valid in perpetuity on the property subject to continued operation of the commercial daycare center, except upon revocation pursuant to Condition of Approval No. 7 (Revocation of Permit). 3.Previous Conditions of Approval: The previously approved Conditions of Approval provided in Planning Commission Resolution No. 4244 (PLN2014-301) are hereby void and permanently superseded in their entirety by the Conditions of Approval specified herein. 4.Operational Standards: Consistent with the submitted Project Description, operation of the commercial daycare center pursuant to this Conditional Use Permit shall be required to conform to the following operational parameters. Significant deviations from these parameters (as determined by the Community Development Director) shall require approval of a Modification to the Conditional Use Permit approved herein. a.Approved Use: The approved use is a commercial daycare center as defined by the Campbell Municipal Code, providing daycare and after-school care programs, in compliance with Campbell Municipal Code Sec. 21.36.080 and the California Code of Regulations. No other uses on the property are permitted. b.CDSS License: The operator of the commercial daycare center shall maintain in good standing the appropriate license(s) from the California Department of Social Services. c.Number of Children: The maximum number of children allowed shall be one hundred (100) or the limit set forth by California Department of Social Services Community Care Licensing, whichever is lower. Conditions of Approval ~ 1625 W. Campbell Ave. Page 2 Conditional Use Permit Modification – PLN2019-50 d.Number of Employees: The total number of employees permitted on-site at any one time shall be limited to nine (9). e.Operational Hours: Hours of operation for the commercial daycare center, shall be restricted to 7:30 AM to 7:00 PM, Monday through Friday, exclusive of the customary and reasonable use of the facility for administrative activity. f.Indoor Play Areas: All indoor play areas shall be in compliance with the State requirement of at least 35 square feet of unencumbered indoor space per child. g.Outdoor Play Areas: The maximum number of children allowed in the outdoor play area at any one time is 45 children or the maximum set by Community Care licensing, whichever is lower. All outdoor play areas shall be in compliance with the State requirement of at least 75 square feet of unencumbered outdoor space per child on site and shall be enclosed by a six-foot high fence or wall. h.Playground Equipment Certification: Future playground equipment shall be assembled and installed incompliance with the written instructions of the manufacturer. Either the playground equipment shall be assembled and installed by or under the direct supervision of an individual who is authorized by the manufacturer to assemble and install the equipment, or prior to its first use, the playground equipment shall be inspected by a Certified Playground Safety Inspector who shall certify to the operator in writing that the equipment is in compliance with the California Department of Health Services regulations regarding playground equipment. i.Noise: Regardless of decibel level, and taking into consideration the noise levels generated by children, no noise generated from the commercial daycare center use shall obstruct the free use of neighboring properties so as to unreasonable interfere with the comfortable enjoyment of the adjoining properties. As such, daycare staff shall reasonably monitor children playing in the playground to ensure that there are no extensive periods of play and/or extreme occurrences of noise that may unreasonably disturb adjacent residents. Use of whistles or amplified devices (e.g., bull horns) is prohibited. In the event the city receives verifiable and repeated number of complaints pertaining to noise, the Community Development Director shall convene a public hearing with the Planning Commission pursuant to Condition of Approval No. 7 (Revocation of Permit). Upon review, if the Planning Commission finds that there is substantial evidence that the use is creating unreasonable disturbance to the adjacent residents, the Planning Commission may take reasonable measures to mitigate such noise which may include limiting of hours of playground use, limiting the maximum number of students permitted in the playground at any one time, require construction of a sound wall around the rear and side property lines, and/or requiring the installation of surface acoustical treatment on the playground. j.Delivery Trucks: All truck deliveries shall be scheduled so as to not conflict with school drop-off and pick-up periods. Conditions of Approval ~ 1625 W. Campbell Ave. Page 3 Conditional Use Permit Modification – PLN2019-50 k.Property Maintenance: The school shall maintain all exterior areas of the business free from graffiti, trash, rubbish, posters and stickers placed on the property. l.Outdoor Storage: No equipment, materials or business vehicles shall be parked and/or stored outside or within the parking lot. m.Trash & Clean Up: All trash, normal clean up, carpet cleaning, etc. shall not be done in the late evening or early morning hours. All clean up and trash collection shall be done between 7:00 AM and 9:00 PM Monday through Friday and 8:00 AM to 5:00 PM Saturday and Sunday. n.Parking: The parking lot shall be maintained in compliance with the standards in Campbell Municipal Code. All parking and driveway areas shall be developed and maintained in compliance with the approved plans and Chapter 21.28 (Parking and Loading) of the Campbell Municipal Code. All parking areas shall be regularly swept and cleaned to remove litter and debris from the parking areas and driveways. Parking shall be restricted for on-site uses only. 5.Refuse Enclosure: The existing trash enclosure shall be modified for compliance with applicable State and local standards if any of the conditions specified by the Community Development Director’s Interpretation No. 6 occur. Refuse receptacles shall be kept within the enclosures except during collection in compliance with Chapter 6.04 of the Campbell Municipal Code. 6.Location of Mechanical Equipment: No roof-mounted mechanical equipment (i.e. air conditioning units, ventilation ducts or vents), shall be added to the existing building without providing screening of the mechanical equipment from public view and surrounding properties. The screening material and method shall be architecturally compatible with the building and requires review and approval by the Community Development Director and Building Division prior to installation of such screening. 7.Revocation of Permit: Operation commercial daycare center pursuant to this Approval is subject to Sections 21.68.020, 21.68.030 and 21.68.040 of the Campbell Municipal Code authorizing the appropriate decision making body to modify or revoke a land use permit if it is determined that the use has become a nuisance to the City’s public health, safety or welfare or for violations of the land use permit or any standards, codes, or ordinances of the City of Campbell. The business owner shall be obligated to cover the actual cost of all staff time associated with revocation proceedings. This obligation may be enforced by the City as permitted by law. At the discretion of the Community Development Director, if the establishment generates three (3) verifiable complaints related to violations of conditions of approval, a public hearing before the Planning Commission may be scheduled to consider modifying conditions of approval or revoking the Approval. The Community Development Director may commence proceedings for the revocation of the Approval upon the occurrence of less than three (3) complaints if the Community Development Director determines that the alleged violation warrants such an action. The Director may also at such time, restrict the establishment's hours of operation. In exercising this authority, the decision making body may consider the following factors, among others: Conditions of Approval ~ 1625 W. Campbell Ave. Page 4 Conditional Use Permit Modification – PLN2019-50 a.The number and types of Police Department calls for service at or near the establishment that are reasonably determined to be a direct of the operator’s actions. b.The number of complaints received from residents, business owners and other citizens concerning the operation of an establishment. c.Violation of conditions of approval. Building Division: 8.Accessibility Compliance: The project shall comply with the OCC CASp Opinion dated September 23, 2019, prepared by Susan O’Brien. COUNTY FIRE DEPARTMENT 9.Development Review: Review of this development proposal is limited to acceptability of site access and water supply as they pertain to fire department operations, and shall not be construed as a substitute for formal plan review to determine compliance with adopted model codes. Prior to performing any work, the applicant shall make application to, and receive from, the Building Department all applicable construction permits. 10. Fire Sprinklers: Plans indicate a fully sprinkled E occupancy with an approved fire alarm system throughout. Verify annual maintenance. 11. Age Group: Children ages 2 through and including second-grade pupils shall not be located above or below the first story. [CFC, Ch.4, 452.1.4J Revised plans show the site qualifies for exception 2 of this requirement . Plans identify age groups compliant age groups . 12. Fire Extinguishers: Provide portable fire extinguishers (minimum type of 2A-10BC) for every 75 ft. of travel distance or 3000 sq. ft. (per unit of A) CFC 906.3. Verify annual maintenance. Attachment 2 Attachment 3 Attachment 4 Attachment 5 Attachment 6 Balancing Functionality and Livability since 1995 w-trans.com TRAFFIC ENGINEERING TRANSPORTATION PLANNING 250 Qty. March 8, 2016 Prepared for the City of Campbell Submitted by W-Trans Traffic Impact Analysis for 1625 West Campbell Avenue Attachment 7 iTraffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Table of Contents Executive Summary .................................................................................................................................................................. 1 Introduction ................................................................................................................................................................................. 2 Transportation Setting ............................................................................................................................................................. 4 Capacity Analysis ....................................................................................................................................................................... 7 Access and Circulation .......................................................................................................................................................... 18 Conclusions ............................................................................................................................................................................... 19 Study Participants and References ................................................................................................................................... 20 Figures 1.Study Area and Lane Configurations ................................................................................................................................... 3 2.Existing Traffic Volumes ........................................................................................................................................................... 9 3.Project Traffic Volumes ........................................................................................................................................................... 12 4.Background Traffic Volumes................................................................................................................................................. 14 5.Cumulative Traffic Volumes .................................................................................................................................................. 16 Tables 1.Bicycle Facility Summary ......................................................................................................................................................... 6 2.Signalized Intersection Level of Service Criteria .............................................................................................................. 7 3.Existing Peak Hour Intersection Levels of Service ......................................................................................................... 10 4.Trip Generation Summary ..................................................................................................................................................... 10 5.Trip Distribution Assumptions ............................................................................................................................................. 11 6.Existing and Existing plus Project Peak Hour Intersection Levels of Service ....................................................... 11 7.Background Peak Hour Intersection Levels of Service ................................................................................................ 13 8.Background and Background plus Project Peak Hour Intersection Levels of Service ...................................... 15 9.Cumulative Peak Hour Intersection Levels of Service .................................................................................................. 15 10.Cumulative and Cumulative plus Project Peak Hour Levels of Service ................................................................. 17 Appendices A. Intersection Level of Service Calculations 1Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Executive Summary The proposed project includes the development of a 140-student day care center to be located at 1625 West Campbell Avenue, just west of Campbell Avenue/San Tomas Aquino Road. The project would replace an existing vacant office building. The project would result in 613 added daily trips, including 112 trips during the a.m. peak hour and 113 trips during the p.m. peak hour. The study area includes six signalized intersections along West Campbell Avenue between Saratoga Avenue and San Tomas Aquino Road and the intersection of West Campbell Avenue/San Tomas Expressway. The analysis indicates that all of the study intersections are currently operating acceptably, with average delays indicating LOS D operation or better; acceptable operation would be expected to continue with project-generated traffic added. Under Background conditions with traffic added from nearby approved projects, the study intersections are expected to continue operating acceptably at LOS D or better, and would be expected to continue operating acceptably with project-generated traffic added. Under Cumulative conditions with a growth rate applied to Background traffic volumes to account for any potential future developments not yet identified or approved, as well as overall ambient traffic growth, the study intersections are expected to continue operating acceptably at LOS D or better, and would be expected to continue operating acceptably with project-generated traffic added. Pedestrian, bicycle, and transit facilities serving the project site would be expected to adequately serve the proposed project. Sight distance at the project driveways is adequate. 2 Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Introduction This report presents an analysis of the potential traffic impacts that would be associated with development of a proposed day care center to be located at 1625 West Campbell Avenue in the City of Campbell. The traffic study was completed in accordance with the criteria established by the City of Campbell, and is consistent with standard traffic engineering techniques. Prelude The purpose of a traffic impact study is to provide City of Campbell staff and policy makers with data that they can use to make an informed decision regarding the potential traffic impacts of a proposed project, and any associated improvements that would be required in order to mitigate these impacts to a level of insignificance as defined by the City of Campbell’s General Plan or other policies. Vehicular traffic impacts are typically evaluated by determining the number of new trips that the proposed use would be expected to generate, distributing these trips to the surrounding street system based on existing travel patterns or anticipated travel patterns specific to the proposed project, then analyzing the impact the new traffic would be expected to have on critical intersections or roadway segments. Impacts relative to access for pedestrians, bicyclists, and to transit are also addressed. Project Profile The proposed project would include a 140-student day care center to replace an existing vacant 9,735 square-foot office building at 1625 Campbell Avenue in the City of Campbell. Access to the project site would be via two driveways on Campbell Avenue. The project site is shown in Figure 1. Project SiteNorthlawnDrive1234567Campbell AvenueHamilton AvenueSaratoga AvenueFallbrook AvenueFultonStreetSan Tomas Aquino RoadSan Tomas ExpresswayProspectRoadWestgateShoppingCenterEl Paseode SaratogaLEGENDStudy Intersection019cmp.ai 1/16NorthNot to ScaleFigure 1 – Study Area and Lane ConfigurationsTraffic Impact Analysis for 1625 West Campbell AvenueCampbellAve1Saratoga AveProspect RdCampbell Ave4Fallbrook AveNorthlawn DrCampbell Ave2WestgateShopping CenterEl Paseode SaratogaCampbell Ave3Hamilton AveCampbell Ave5Fulton StCampbellAve6San Tomas Aquino RdCampbellAve7San Tomas Expwy 4 Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Transportation Setting Operational Analysis Study Area and Periods The study area included the following intersections: 1. Prospect Road-Campbell Avenue/Saratoga Avenue 2. Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga Entrances 3. Campbell Avenue/Hamilton Avenue 4. Campbell Avenue/Fallbrook Avenue-Northlawn Drive 5. Campbell Avenue/Fulton Street 6. Campbell Avenue/San Tomas Aquino Road 7. Campbell Avenue/San Tomas Expressway Operating conditions during the a.m. and p.m. peak periods were evaluated to capture the highest potential impacts for the proposed project as well as the highest volumes on the local transportation network. The morning peak hour occurs between 7:00 and 9:00 a.m. and reflects conditions during the home to work or school commute, while the p.m. peak hour occurs between 4:00 and 6:00 p.m. and typically reflects the highest level of congestion during the homeward bound commute. Study Intersections Prospect Road-Campbell Avenue/Saratoga Avenue is a signalized intersection with protected left-turn phasing on all four approaches. Crosswalks are provided on all four sides. This intersection is located within the City of San Jose. Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga Entrances is a signalized intersection with protected left-turn phasing on the eastbound and westbound Campbell Avenue approaches and permitted left- turn phasing for the northbound Westgate Shopping Center approach and the southbound El Paseo de Saratoga approach. Crosswalks are provided on all our approaches. This intersection is located within the City of San Jose. Campbell Avenue/Hamilton Avenue is a signalized tee intersection with protected left-turn phasing on the westbound Hamilton Avenue approach. A crosswalk is provided on the east side of the intersection. The eastbound Campbell Avenue approach includes two lanes that continue onto Campbell Avenue and bypass the signalized intersection. This intersection is located within the City of San Jose. Campbell Avenue/Fallbrook Avenue-Northlawn Drive is a signalized intersection with protected left-turn phasing on the eastbound and westbound Campbell Avenue approaches and split phasing on the northbound and southbound Fallbrook Avenue-Northlawn Drive approaches. Crosswalks are provided on the north, south and east sides of the intersection. This intersection is located within the City of San Jose. Campbell Avenue/Fulton Street is a signalized tee intersection with protected left-turn phasing on the eastbound and westbound Campbell Avenue approaches. Crosswalks are provided on the south and east side of the intersection. Campbell Avenue/San Tomas Aquino Road is a signalized intersection with protected left-turn phasing on all four approaches. Crosswalks are provided on all four sides. 5Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Campbell Avenue/San Tomas Expressway is a signalized intersection with protected left-turn phasing on all four approaches. The right-most northbound through lane is a carpool-only lane during the a.m. peak hour and the right-most southbound through lane is a carpool-only lane during the p.m. peak hour. Pedestrian refuge islands and crosswalks are provided on all four sides. The locations of the study intersections and the existing lane configurations and controls are shown in Figure 1. Alternative Modes Pedestrian Facilities Pedestrian facilities include sidewalks, crosswalks, pedestrian signal phases, curb ramps, and various streetscape amenities such as lighting, benches, etc. In general, a network of sidewalks, crosswalks, pedestrian signals, and curb ramps provide access for pedestrians in the vicinity of the proposed project site. There are no existing gaps and obstacles along the connecting roadways that impact convenient and continuous access for pedestrians.  Campbell Avenue – Continuous sidewalk coverage is provided on Campbell Avenue with no significant gaps on both sides of the street between San Tomas Expressway and Prospect Road. Sidewalks are provided along developed property frontages. Curb ramps and crosswalks at side street approaches are intermittent.  San Tomas Aquino Road – Continuous sidewalks are provided on both sides of San Tomas Aquino Road. Lighting is provided by overhead street lights on both sides of the road. Bicycle Facilities The Highway Design Manual, California Department of Transportation (Caltrans), 2012, classifies bikeways into three categories:  Class I Multi-Use Path – a completely separated right-of-way for the exclusive use of bicycles and pedestrians with cross flows of motorized traffic minimized.  Class II Bike Lane – a striped and signed lane for one-way bike travel on a street or highway.  Class III Bike Route – signing only for shared use with motor vehicles within the same travel lane on a street or highway. In the project area, Class II bike lanes exist on Campbell Avenue between Prospect Road and Winchester Boulevard, on Hamilton Avenue between Campbell Avenue and Winchester Boulevard, and on San Tomas Aquino Road between Campbell Avenue and Bucknall Road. Bicyclists ride in the roadway and/or on sidewalks along all other streets within the project study area. Table 1 summarizes the existing and planned bicycle facilities in the project vicinity, as contained in the Santa Clara Valley VTA Bikeways Map and the City of San Jose 2020 Bike Plan. 6 Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Table 1 – Bicycle Facility Summary Status Facility Class Length (miles) Begin Point End Point Existing Campbell Ave II 2.48 Winchester Blvd West City Limits* Hamilton Ave II 1.73 Winchester Blvd Campbell Avenue San Tomas Aquino Road II 0.15 Campbell Avenue Bucknall Road Source: City of San Jose Bike Plan, 2020; Santa Clara Valley VTA Bikeways Map, 2011 Transit Facilities The Santa Clara Valley Transportation Authority (VTA) provides fixed-route bus service in Santa Clara County, including the City of Campbell. VTA Route 26 provides east-west service to destinations throughout the City with approximately one half-hour headways between 5:20 a.m. and 9:30 pm on weekdays and approximately one-half hour headways between 6:20 a.m. and 8:30 p.m. on weekends. VTA Route 82 provides east-west services along Hamilton Avenue, and operates on weekdays between 6:30 a.m. and 9:00 p.m., on Saturdays between 8:00 a.m. and 8:00 p.m., and on Sundays between 8:30 p.m. and 6:30 p.m. VTA Route 101 provides east-west services along Hamilton Avenue, and operates on weekdays between 6:30 a.m. and 9:00 p.m., on Saturdays between 8:00 a.m. and 8:00 p.m., and on Sundays between 8:30 p.m. and 6:30 p.m. Two bicycles can be carried on VTA light rail trains and most VTA buses. Bike rack space is on a first come, first served basis. Additional bicycles are allowed on VTA buses at the discretion of the driver. Dial-a-ride, also known as paratransit, or door-to-door service, is available for those who are unable to independently use the transit system due to a physical or mental disability. VTA Paratransit is designed to serve the needs of individuals with disabilities within City of Campbell and the greater City of Campbell area. 7Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Capacity Analysis Intersection Level of Service Methodologies Level of Service (LOS) is used to rank traffic operation on various types of facilities based on traffic volumes and roadway capacity using a series of letter designations ranging from A to F. Generally, Level of Service A represents free flow conditions and Level of Service F represents forced flow or breakdown conditions. A unit of measure that indicates a level of delay generally accompanies the LOS designation. The study intersections that are currently controlled by a traffic signal were analyzed using the signalized methodology published in the HCM as well as the Traffic Level of Service Analysis Guidelines, Santa Clara County Transportation Authority, Congestion Management Program, 2003. The signalized methodology is based on factors including traffic volumes, green time for each movement, phasing, whether or not the signals are coordinated, truck traffic, and pedestrian activity. Average stopped delay per vehicle in seconds is used as the basis for evaluation in this LOS methodology. It should be noted that the average stopped delay for the signalized intersections was calculated using the TRAFFIX analysis software and correlated to a level of service designation as shown in Table 2. Table 2 – Signalized Intersection Level of Service Criteria Level of Service Average Control Delay (in seconds per vehicle) Description A Delay ≤ 10.0 Free Flow; minimal to no delay B+ 10.0 < Delay ≤ 12.0 Stable flow, but speeds are beginning to be restricted by traffic conditions; slight delays. B 12.0 < Delay ≤ 18.0 B- 18.0 < Delay ≤ 20.0 C+ 20.0 < Delay ≤ 23.0 Stable flow, but most drivers cannot select their own speeds and feel somewhat restricted; acceptable delays. C 23.0 < Delay ≤ 32.0 C- 32.0 < Delay ≤ 35.0 D+ 35.0 < Delay ≤ 39.0 Approaching unstable flow, and drivers have difficulty maneuvering; tolerable delays D 39.0 < Delay ≤ 51.0 D- 51.0 < Delay ≤ 55.0 E+ 55.0 < Delay ≤ 60.0 Unstable flow with stop and go; delays E 60.0 < Delay ≤ 75.0 E- 75.0 < Delay ≤ 80.0 F Delay > 80.0 Total breakdown; congested conditions with excessive delays. Reference: Traffic Level of Service Guidelines, Santa Clara County Transportation Authority, 2003. Traffic Operation Standards The City of Campbell has established criteria to determine the level of significance of traffic impacts based on standards set by the Santa Clara County Congestion Management Program (CMP) in the Transportation Impact Analysis 8 Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Guidelines, adopted in October 2014. For intersections in the CMP network, a traffic impact is considered significant if:  The addition of project-generated traffic causes operation of an intersection to deteriorate from an acceptable level of service (LOS E or better) to LOS F, or  For intersections operating at LOS F under background conditions, the project condition increases the average control delay for critical movements by four seconds or more and project traffic increases the critical volume-capacity (v/c) ratio by 0.01 or more. For local intersections not on the CMP network, a traffic impact is considered significant if:  The addition of project-generated traffic causes operation of an intersection to deteriorate from an acceptable level of service (LOS D or better) to LOS E or LOS F, or  For intersections where LOS E operation has been established as acceptable, the project condition causes operation to deteriorate from LOS E to LOS F. For intersections located within the City of San Jose, the City of San Jose has established a minimum acceptable operating level of LOS D for all intersections. A traffic impact is considered significant if:  The addition of project-generated traffic causes operation of an intersection to deteriorate from an acceptable level of service (LOS D or better) to LOS E or LOS F, or  For intersections already operating at unacceptably LOS (E or F) under the baseline conditions, the project condition causes either: o an increase in average critical delay by 4.0 seconds or more and an increase in the critical v/c ratio of 0.010 or more, or o a decrease in average critical delay and an increase in the critical v/c ratio of 0.010 or more. Existing Conditions The Existing Conditions scenario provides an evaluation of current operation based on existing traffic volumes during the a.m. and p.m. peak periods. This condition does not include project-generated traffic volumes. Traffic volume data was collected December 2015, while local schools were in session. Intersection Levels of Service Under existing conditions, all of the study intersections are currently operating acceptably, with average delays indicating LOS D operation or better. The existing traffic volumes are shown in Figure 2. A summary of the intersection level of service calculations is contained in Table 3, and copies of the Level of Service calculations are provided in Appendix A. Project SiteNorthlawn Drive1234567Campbell AvenueHamilton AvenueSaratoga AvenueFallbrook AvenueFultonStreetSan Tomas Aquino RoadSan Tomas ExpresswayProspectRoadWestgateShoppingCenterEl Paseode SaratogagLEGEND xx(xx)A.M. Peak Hour VolumeStudy IntersectionP.M. Peak Hour Volume019cmp.ai 1/16NorthNot to ScaleFigure 2 – Existing Traffic VolumesTraffic Impact Analysis for 1625 West Campbell Avenue192 (131)927(564)328(279)(262)211(962)461(134) 54(142) 76(728)664(331)138376(282)594(609)138(308)260 (130)1271(724)53 (94) (161) 62(1298)593 (124) 37 (62)23 (39) 7(132)3446(173)10(37)24(113)448 (21)855(605)87 (53) (19) 62(1066)337 (68) 40(32)55(26)83(77)6540(9)37(24)35(29)691 (84)745(634)200(213)(130)106(860)343(167) 86(144)166(257)442(177)15884 (125)249(327)117(184)7309(192)466(497)113(98)(232)349(562)376(504)393 (530) 560(1048)2297 (116) 112327(350)998(1898)143(318)3(506)793 (64) 87603(422)46 (66) (517)254(1023)4135(56) 99(81)108885(698)61 (80)(1071)480 (61) 34 10 Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Table 3 – Existing Peak Hour Intersection Levels of Service Study Intersection AM Peak PM Peak Delay LOS Delay LOS 1. Prospect Rd-Campbell Ave/Saratoga Ave 50.2 D 53.6 D- 2. Campbell Ave/Westgate Shopping Center Dwy-El Paseo de Saratoga Dwy 14.8 B 30.1 C 3. Campbell Ave/Hamilton Ave 19.7 B 22.6 C 4. Campbell Ave /Fallbrook Ave -Northlawn Dr 41.7 D 24.0 C 5. Campbell Ave/Fulton St 11.6 B+ 8.4 A 6. Campbell Ave/San Tomas Aquino Rd 50.4 D 50.8 D 7. Campbell Ave/San Tomas Expwy 47.8 D 50.3 D Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service Project Description The proposed project would include a 140-student day care center to replace an existing vacant 9,735 square-foot office building at 1625 Campbell Avenue in the City of Campbell. Access to the project site would be via Campbell Avenue. Trip Generation The anticipated trip generation for the proposed project was estimated using standard rates published by the Institute of Transportation Engineers (ITE) in Trip Generation Manual, 9th Edition, 2012 for “Day Care Center” (ITE LU #565). The expected trip generation potential for the proposed project is indicated in Table 4. The proposed project is expected to generate an average of 613 trips per day, including 112 trips during the a.m. peak hour and 113 during the p.m. peak hour. No trip credits would be applied for the vacant office building. Table 4 – Trip Generation Summary Land Use Students Daily AM Peak Hour PM Peak Hour Rate Trips Rate Trips In Out Rate Trips In Out Day Care Center 140 4.38 613 0.8 112 59 53 0.81 113 53 60 Trip Distribution The pattern used to allocate new project trips to the street network was determined by land uses in the area, traffic count data, as well as based on assumptions applied in previous traffic impact analyses. The applied distribution assumptions are shown in Table 5. 11Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Table 5 – Trip Distribution Assumptions Route Percent Prospect Rd – West 15% Saratoga Ave – South 15% San Tomas Aquino Rd – North 20% San Tomas Aquino Rd – South 20% San Tomas Expwy – North 10% San Tomas Expwy – South 10% Campbell Ave – East 10% TOTAL 100% Intersection Operation Existing plus Project Conditions Upon the addition of project-related traffic to the Existing volumes, the study intersections would be expected to continue operating acceptably. These results are summarized in Table 6. Project traffic volumes are shown in Figure 3. Table 6 – Existing and Existing plus Project Peak Hour Intersection Levels of Service Study Intersection Existing Conditions Existing plus Project AM Peak PM Peak AM Peak PM Peak Delay LOS Delay LOS Delay LOS Delay LOS 1. Prospect Rd-Campbell Ave/Saratoga Ave 50.2 D 53.6 D- 50.2 D 53.7 D- 2. Campbell Ave/Westgate Shopping Center Dwy-El Paseo de Saratoga Dwy 14.8 B 30.1 C 14.6 B 29.8 C 3. Campbell Ave/Hamilton Ave 19.7 B- 22.6 C+ 19.7 B- 22.7 C+ 4. Campbell Ave/Fallbrook Ave-Northlawn Dr 41.7 D 24.0 C 41.5 D 23.8 C 5. Campbell Ave/Fulton St 11.6 B+8.4 A 11.5 B+ 8.3 A 6. Campbell Ave/San Tomas Aquino Rd 50.4 D 50.8 D 51.0 D 51.3 D- 7. Campbell Ave/San Tomas Expwy 47.8 D 50.3 D 48.0 D 50.5 D Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service It should be noted that with the addition of project-related traffic volumes, average delay at the intersections of Campbell Avenue at Westgate Shopping Center-El Paseo de Saratoga Entrances, Campbell Avenue at Fallbrook Avenue-Northlawn Drive, and Campbell Avenue at Fulton Street, would decrease during the a.m. and p.m. peak hours. While this is counter-intuitive, this condition occurs when a project adds trips to movements that are currently underutilized or have delays that are below the intersection average, resulting in a better balance between approaches and lower overall average delay. The project adds traffic more traffic to the eastbound and westbound through movements, which has an average delay that is lower than the average for the intersection as a whole, as compared to added traffic in the left-turn movements, resulting in a slight reduction in the overall average delay. The conclusion could incorrectly be drawn that the project actually improves operation based on Project SiteNorthlawn Drive1234567Campbell AvenueHamilton AvenueSaratoga AvenueFallbrook AvenueFultonStreetSan Tomas Aquino RoadSan Tomas ExpresswayProspectRoadWestgateShoppingCenterEl Paseode SaratogagLEGEND xx(xx)A.M. Peak Hour VolumeStudy IntersectionP.M. Peak Hour Volume019cmp.ai 1/16NorthNot to ScaleFigure 3 – Project Traffic VolumesTraffic Impact Analysis for 1625 West Campbell Avenue10(0)8(9)8(9)(0)0(8)9(0)0(0)0(0)0(8)90(0)0(0)0(0)20 (0)16(18)0 (0) (0) 0(16)18 (0) 0(0)0(0)0(0)00(0)0(0)0(0)40 (0)16(18)0 (0) (0) 0(16)18 (0) 0(0)0(0)0(0)00(0)0(0)0(0)60 (0)18(16)0 (0)(12)11(18)16(12)11(11)12 (0) 0 (0) 012(11)0 (0)0 (0)70(0)6(5)0(0)(6)5(6)5(6)5(5)6(0)0(0)06(5)0(0)0(0)3(18)16 (0) 00(0)0(0) (0) 0(16)185(0)0(0)016(18)0 (0)(16)18 (0) 0 13Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 this data alone; however, it is more appropriate to conclude that the project trips are expected to make use of excess capacity, so drivers would experience little, if any, change in conditions as a result of the project. Finding – The study intersections are expected to continue operating acceptably at the same levels of service upon the addition of project-generated traffic. Background Conditions Background operating conditions were developed based on a build-out scenario of traffic associated with nearby approved projects in the Cities of Campbell and San Jose added to the Existing traffic volumes. Nearby approved projects identified by the Cities of Campbell and San Jose include:  North San Jose – 6,000 residential units and 12.5 million square feet of research and development office space, located approximately 6 miles north of the project site  651, 655 & 671 West Hamilton Avenue – 65 townhome units, 37 condominium units, 6 live/work units, and 11,050 square feet of retail space, located approximately one and one-half mile east of the project site  125 South San Tomas Aquino Road – 25-unit, small lot single-family housing development, located approximately one-quarter of a mile southeast of the project site Under these conditions, all intersections would be expected to continue operating acceptably. These results are summarized in Table 7, and Background volumes are shown in Figure 4. Table 7 – Background Peak Hour Intersection Levels of Service Study Intersection AM Peak PM Peak Delay LOS Delay LOS 1. Prospect Rd-Campbell Ave/Saratoga Ave 50.3 D 53.7 D- 2. Campbell Ave/Westgate Shopping Center Dwy-El Paseo de Saratoga Dwy 14.8 B 30.0 C 3. Campbell Ave/Hamilton Ave 19.7 B- 22.6 C+ 4. Campbell Ave/Fallbrook Ave-Northlawn Dr 41.7 D 24.0 C 5. Campbell Ave/Fulton St 11.6+ B 8.4 A 6. Campbell Ave/San Tomas Aquino Rd 50.5 D 50.9 D 7. Campbell Ave/San Tomas Expwy 47.8 D 50.3 D Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service Background plus Project Conditions With project-related traffic added to Background volumes, the study intersections would be expected to continue operating acceptably. These results are summarized in Table 8. Project SiteNorthlawn Drive1234567Campbell AvenueHamilton AvenueSaratoga AvenueFallbrook AvenueFultonStreetSan Tomas Aquino RoadSan Tomas ExpresswayProspectRoadWestgateShoppingCenterEl Paseode SaratogagLEGEND xx(xx)A.M. Peak Hour VolumeStudy IntersectionP.M. Peak Hour Volume019cmp.ai 1/16NorthNot to ScaleFigure 4 – Background Traffic VolumesTraffic Impact Analysis for 1625 West Campbell Avenue192 (131)932(565)332(289)(294)215(965)463(134) 54(150) 87(729)681(335)140376(285)595(622)150(344)260 (130)1276(726)54 (95) (176) 67(1309)597 (124) 37 (62)23 (39) 7(132)3446(173)10(37)24(113)448 (21)855(605)87 (53) (19) 62(1066)337 (68) 40(32)55(26)83(77)6540(9)37(24)35(29)691 (84)745(639)201(217)(137)108(860)343(167) 86(144)166(257)442(178)16084 (125)249(327)119(191)7309(192)466(497)113(98)(233)351(562)376(504)393 (530) 562(1051)1631 (116) 112328 (352)1001(1330)145 (321)3(506)793 (64) 87608(424)46 (66) (528)258(1023)4135(56) 99(81)108885(698)61 (80)(1071)480 (61) 34 15Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Table 8 – Background and Background plus Project Peak Hour Intersection Levels of Service Study Intersection Background Conditions Background plus Project AM Peak PM Peak AM Peak PM Peak Delay LOS Delay LOS Delay LOS Delay LOS 1. Prospect Rd-Campbell Ave/Saratoga Ave 50.3 D 53.7 D- 50.3 D 53.8 D- 2. Campbell Ave/Westgate Shopping Center Dwy-El Paseo de Saratoga Dwy 14.8 B 30.0 C 14.6 B 29.8 C 3. Campbell Ave/Hamilton Ave 19.7 B- 22.6 C+ 19.7 B- 22.7 C+ 4. Campbell Ave/Fallbrook Ave -Northlawn Dr 41.7 D 24.0 C 41.6 D 23.8 C 5. Campbell Ave/Fulton St 11.6 B+ 8.4 A 11.5 B+ 8.3 A 6. Campbell Ave/San Tomas Aquino Rd 50.5 D 50.9 D 51.0 D 51.4 D- 7. Campbell Ave/San Tomas Expwy 47.8 D 50.3 D 48.1 D 50.5 D Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service Finding – The study intersections would be expected to continue operating acceptably at the same levels of service upon the addition of project-generated traffic to Background volumes. Cumulative Conditions Cumulative volumes were developed based on a two-percent growth rate applied to Existing volumes to account for any potential future developments not yet identified or approved, as well as overall ambient traffic growth. Under the anticipated Cumulative volumes the study intersections would be expected to continue operating acceptably. Cumulative volumes are shown in Figure 5 and operating conditions are summarized in Table 9. Table 9 – Cumulative Peak Hour Intersection Levels of Service Study Intersection AM Peak PM Peak Delay LOS Delay LOS 1. Prospect Rd-Campbell Ave/Saratoga Rd 50.6 D 54.0 D- 2. Campbell Ave/Westgate Shopping Center-El Paseo de Saratoga Entrances 14.8 B 30.1 C 3. Campbell Ave/Hamilton Ave 19.9 B- 22.7 C+ 4. Campbell Ave/Fallbrook Ave-Northlawn Dr 42.1 D 24.1 C 5. Campbell Ave/Fulton St 11.6 B+ 8.4 A 6. Campbell Ave/San Tomas Aquino Rd 50.8 D 51.3 D- 7. Campbell Ave/San Tomas Expwy 48.2 D 50.6 D Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service. Cumulative plus Project Conditions Upon the addition of project-generated traffic to the anticipated Cumulative volumes, the study intersections would be expected to continue operate acceptably. The Cumulative plus Project operating conditions are summarized in Table 10. Project SiteNorthlawn Drive1234567Campbell AvenueHamilton AvenueSaratoga AvenueFallbrook AvenueFultonStreetSan Tomas Aquino RoadSan Tomas ExpresswayProspectRoadWestgateShoppingCenterEl Paseode SaratogagLEGEND xx(xx)A.M. Peak Hour VolumeStudy IntersectionP.M. Peak Hour Volume019cmp.ai 1/16NorthNot to ScaleFigure 5 – Cumulative Traffic VolumesTraffic Impact Analysis for 1625 West Campbell Avenue194 (134)951(576)339(295)(300)219(984)472(137) 55(153) 89(744)694(342)143384(291)607(634)153(351)261 (133)1301(740)55 (97) (180) 68(1335)609 (126) 38 (63)23 (40) 7(135)3547(176)10(38)24(115)449 (21)872(617)89 (54) (19) 63(1087)344 (69) 41(33)56(27)85(79)6641(9)38(24)36(30)693 (86)760(652)205(221)(140)110(877)350(170) 88(147)169(262)451(182)16386 (128)254(334)121(195)7315(196)475(507)115(100)(238)358(573)384(514)401 (541) 573(1072)1664 (118) 114335 (359)1021(1357)148 (327)3(516)809 (65) 89620(432)47 (67) (538)263(1043)4215(57)101(83)110903(712)62 (82)(1092)490 (62) 35 17Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Table 10 – Cumulative and Cumulative plus Project Peak Hour Levels of Service Study Intersection CumulativeConditions Cumulative plus Project AM Peak PM Peak AM Peak PM Peak Delay LOS Delay LOS Delay LOS Delay LOS 1. Prospect Rd-Campbell Ave/Saratoga Rd 50.6 D 54.0 D- 50.6 D 54.1 D- 2. Campbell Ave/Westgate Shopping Center-El Paseo de Saratoga Entrances 14.8 B 30.1 C 14.6 B 30.0 C 3. Campbell Ave/Hamilton Ave 19.9 B- 22.7 C+ 19.9 B- 22.7 C+ 4. Campbell Ave/Fallbrook Ave-Northlawn Dr 42.1 D 24.1 C 41.9 D 23.9 C 5. Campbell Ave/Fulton St 11.6 B+ 8.4 A 11.5 B+ 8.4 A 6. Campbell Ave/San Tomas Aquino Rd 50.8 D 51.3 D- 51.4 D- 51.8 D- 7. Campbell Ave/San Tomas Expwy 48.2 D 50.6 D 48.4 D 50.9 D Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service Finding – The study intersections would be expected to continue operating acceptably with project traffic added, at the same Levels of Service as without it. Pedestrian Facilities Given the proximity of residential and commercial land uses surrounding the site, it is reasonable to assume that some project patrons and employees will want to walk, bicycle, and/or use transit to reach the project site. Project Site – Sidewalks exist along the project frontage. A sidewalk exists along the southern edge of the parking area between the project site and Campbell Avenue. Finding – Pedestrian facilities serving the project site are expected to be adequate. Bicycle Facilities Existing bicycle facilities, including bike lanes on Campbell Avenue and Hamilton Avenue, and Prospect Road, together with shared use of minor streets provide adequate access for bicyclists. Finding – Bicycle facilities serving the project site are expected to be adequate. Transit Existing transit routes are adequate to accommodate project-generated transit trips, which would be made by staff of the day care center. Existing stops are within acceptable walking distance of the site. Finding – Transit facilities serving the project site are expected to be adequate. 18 Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Access and Circulation Site Access Vehicular access to the project site is via a driveway located on Campbell Avenue, approximately 600 feet west of the intersection of Campbell Avenue at San Tomas Aquino Road. Sight Distance At unsignalized intersections a substantially clear line of sight should be maintained between the driver of a vehicle waiting at the crossroad and the driver of an approaching vehicle. Adequate time must be provided for the waiting vehicle to either cross, turn left, or turn right, without requiring the through traffic to radically alter their speed. Sight distance should be measured from a 3.5-foot height at the location of the driver on the minor road to a 4.25-foot object height in the center of the approaching lane of the major road. Set back for the driver on the crossroad shall be a minimum of 15 feet, measured from the edge of the traveled way. Sight distance along Campbell Avenue at the project driveway was evaluated based on sight distance criteria contained in the Highway Design Manual published by Caltrans. The recommended sight distance for minor street approaches that are either a private road or a driveway are based on stopping sight distance, which is determined based on approach travel speeds. Based on the posted speed limit of 35 mph, the required sight distance on Campbell Avenue at the project driveway is 250 feet. Sight distance at the project driveway was assessed on the field. Although sight distance requirements are technically applicable to urban driveways, the stopping sight distance criterion for private street intersections was applied for evaluation purposes. The minimum stopping sight distance needed at the driveway on Campbell Avenue is 250 feet based on a design speed of 35 mph. The available sight distance at the project driveway is in excess of 300 feet in both directions of the road. Therefore, the sight distance at the project driveways is adequate. Finding – The sight distance at the project driveways is adequate to accommodate existing and future traffic. 19Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Conclusions  The proposed project would generate an average of 613 daily trips, including 112 trips during the a.m. peak hour and 113 trips during the p.m. peak hour.  Operation of the study intersections is currently acceptable, and would continue to be acceptable with the addition of project-related trips.  All of the study intersections would be expected to continue operating under Background conditions with and without the project.  All study intersections would be expected to continue operating acceptably under Cumulative conditions with and without the project.  Pedestrian, bicycle, and transit facilities in the vicinity of the project site would be expected to adequately serve the project.  Site distance at the project driveway is adequate. 20 Traffic Impact Analysis for 1625 West Campbell Avenue March 8, 2016 Study Participants and References Study Participants Principal in Charge Mark E. Spencer, TE Traffic Engineer Sam Lam, PE Technician David Thorpe Technician/Graphics Deborah J. Mizell Editing/Formatting Angela McCoy References Highway Design Manual, 6th Edition, California Department of Transportation, 2012 San José Bike Plan 2020, City of San José, 2009 Santa Clara Valley Bikeways Map, Santa Clara Valley Transportation Authority, 2011 Santa Clara Valley Transportation Authority, http://www.vta.org Traffic Level of Service Analysis Guidelines, Santa Clara Valley Transportation Authority, 2003 Transportation Impact Analysis Guidelines, Santa Clara Valley Transportation Authority, 2014 Trip Generation Manual, 9th Edition, Institute of Transportation Engineers, 2012 CMP019 ATraffic Impact Study for 1625 West Campbell Avenue March 2016 Appendix A Intersection Level of Service Calculations AM Existing Fri Jan 15, 2016 09:22:16 Page 2-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Base Volume Alternative)******************************************************************************** Intersection #1 Prospect Road-Campbell Avenue/Saratoga Avenue******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.616 Loss Time (sec): 12Average Delay (sec/veh): 50.2 Optimal Cycle: 53Level Of Service:D ******************************************************************************** Street Name:Saratoga AvenueCampbell Avenue/Prospect Road 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:IgnoreIgnoreIgnoreIgnoreMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 85 664 138 150 594 376 215 461 54 332 927 92 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: 85 664 138 150 594 376 215 461 54 332 927 92 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.00 0.93 0.93 0.00 0.93 0.93 0.00 0.93 0.93 0.00 PHF Volume: 91 712 0 161 637 0 231 495 0 356 995 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 91 712 0 161 637 0 231 495 0 356 995 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 91 712 0 161 637 0 231 495 0 356 995 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 1750 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.12 0.00 0.05 0.11 0.00 0.13 0.13 0.00 0.11 0.26 0.00 Crit Moves: **** ************Green/Cycle: 0.09 0.20 0.00 0.08 0.20 0.00 0.21 0.34 0.00 0.30 0.43 0.00 Volume/Cap: 0.57 0.62 0.00 0.62 0.57 0.00 0.62 0.38 0.00 0.38 0.62 0.00 Delay/Veh: 74.8 59.1 0.0 75.3 59.1 0.0 60.0 40.0 0.0 44.8 36.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 74.8 59.1 0.0 75.3 59.1 0.0 60.0 40.0 0.0 44.8 36.5 0.0 LOS by Move: E E A E E A E D A D D A HCM2k95thQ: 11 20 0 11 18 0 21 17 0 15 32 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing Fri Jan 15, 2016 09:22:23 Page 2-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Base Volume Alternative)******************************************************************************** Intersection #1 Prospect Road-Campbell Avenue/Saratoga Avenue******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.639 Loss Time (sec): 12Average Delay (sec/veh): 53.6 Optimal Cycle: 56Level Of Service:D ******************************************************************************** Street Name:Saratoga AvenueCampbell Avenue/Prospect Road 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:IgnoreIgnoreIgnoreIgnoreMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 150 728 331 340 609 282 294 962 134 288 564 131 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: 150 728 331 340 609 282 294 962 134 288 564 131 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.98 0.98 0.00 0.98 0.98 0.00 0.98 0.98 0.00 0.98 0.98 0.00 PHF Volume: 153 742 0 347 621 0 300 981 0 294 575 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 153 742 0 347 621 0 300 981 0 294 575 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 153 742 0 347 621 0 300 981 0 294 575 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 1750 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.13 0.00 0.11 0.11 0.00 0.17 0.26 0.00 0.09 0.15 0.00 Crit Moves: **** ******** ****Green/Cycle: 0.17 0.20 0.00 0.17 0.21 0.00 0.29 0.40 0.00 0.15 0.26 0.00 Volume/Cap: 0.52 0.64 0.00 0.64 0.52 0.00 0.59 0.64 0.00 0.64 0.59 0.00 Delay/Veh: 62.5 59.5 0.0 64.2 56.7 0.0 50.2 39.3 0.0 67.4 52.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.5 59.5 0.0 64.2 56.7 0.0 50.2 39.3 0.0 67.4 52.9 0.0 LOS by Move: E E A E E A D D A E D A HCM2k95thQ: 15 21 0 19 17 0 24 33 0 15 22 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing Fri Jan 15, 2016 09:22:17 Page 3-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga En ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.492 Loss Time (sec): 9 Average Delay (sec/veh): 14.8 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name:El Paseo de Saratoga Entrance/Wes Campbell Avenue 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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 3 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 23 7 34 24 10 46 67 593 37 54 1271 60 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: 23 7 34 24 10 46 67 593 37 54 1271 60 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 26 8 38 27 11 51 75 662 41 60 1419 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 8 38 27 11 51 75 662 41 60 1419 67 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: 26 8 38 27 11 51 75 662 41 60 1419 67 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.78 0.22 1.00 0.72 0.28 1.00 1.00 3.00 1.00 1.00 1.90 0.10 Final Sat.: 1367 416 1750 1265 527 1750 1750 5700 1750 1750 3615 171 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.02 0.02 0.03 0.04 0.12 0.02 0.03 0.39 0.39 Crit Moves: **** **** **** Green/Cycle: 0.06 0.06 0.06 0.06 0.06 0.06 0.09 0.64 0.64 0.24 0.79 0.79 Volume/Cap: 0.30 0.30 0.35 0.34 0.34 0.47 0.49 0.18 0.04 0.14 0.49 0.49 Delay/Veh: 73.2 73.2 73.8 72.6 72.6 74.3 72.3 11.7 10.6 47.9 5.7 5.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.2 73.2 73.8 72.6 72.6 74.3 72.3 11.7 10.6 47.9 5.7 5.7 LOS by Move: E E E E E E E B B D A A HCM2k95thQ: 4 4 5 4 4 6 7 8 2 5 22 22 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing Fri Jan 15, 2016 09:22:23 Page 3-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga En ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.473 Loss Time (sec): 9 Average Delay (sec/veh): 30.1 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name:El Paseo de Saratoga Entrance/Wes Campbell Avenue 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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 3 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 62 39 132 113 37 173 176 1298 124 95 724 130 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: 62 39 132 113 37 173 176 1298 124 95 724 130 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: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 65 41 138 118 39 181 184 1356 130 99 757 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 41 138 118 39 181 184 1356 130 99 757 136 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: 65 41 138 118 39 181 184 1356 130 99 757 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.63 0.37 1.00 0.77 0.23 1.00 1.00 3.00 1.00 1.00 1.67 0.33 Final Sat.: 1108 697 1750 1345 440 1750 1750 5700 1750 1750 3180 571 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.08 0.09 0.09 0.10 0.11 0.24 0.07 0.06 0.24 0.24 Crit Moves: **** **** **** Green/Cycle: 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.59 0.59 0.14 0.50 0.50 Volume/Cap: 0.27 0.27 0.36 0.40 0.40 0.47 0.47 0.41 0.13 0.41 0.47 0.47 Delay/Veh: 52.3 52.3 53.6 53.9 53.9 55.0 55.0 18.1 14.9 63.9 26.1 26.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.3 52.3 53.6 53.9 53.9 55.0 55.0 18.1 14.9 63.9 26.1 26.1 LOS by Move: D D D D D D D B B E C C HCM2k95thQ: 9 9 12 13 13 16 15 21 6 9 25 25 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing Fri Jan 15, 2016 09:22:17 Page 4-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Base Volume Alternative)******************************************************************************** Intersection #3 Campbell Avenue/Hamilton Avenue******************************************************************************** Cycle (sec):80Critical Vol./Cap.(X):0.443 Loss Time (sec): 9Average Delay (sec/veh): 19.7 Optimal Cycle: 36Level Of Service:B ******************************************************************************** Street Name:Campbell AvenueCampbell Ave Hamilton Ave 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:IgnoreIncludeIgnoreIncludeMin. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 2 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 793 0 87 0 0 0 0 254 413 46 603 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: 793 0 87 0 0 0 0 254 413 46 603 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 PHF Volume: 904 0 0 0 0 0 0 290 0 52 688 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 904 0 0 0 0 0 0 290 0 52 688 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 904 0 0 0 0 0 0 290 0 52 688 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.83 0.92 1.00 0.92 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 2.00 1.00 2.00 0.00 Final Sat.: 3150 0 1750 0 0 0 0 3800 3150 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.03 0.18 0.00 Crit Moves: ******** ****Green/Cycle: 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00 0.09 0.26 0.00 Volume/Cap: 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.34 0.71 0.00 Delay/Veh: 7.8 0.0 0.0 0.0 0.0 0.0 0.0 30.5 0.0 35.7 29.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.8 0.0 0.0 0.0 0.0 0.0 0.0 30.5 0.0 35.7 29.5 0.0 LOS by Move: A A A A A A A C A D C A HCM2k95thQ: 13 0 0 0 0 0 0 6 0 3 17 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing Fri Jan 15, 2016 09:22:23 Page 4-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Base Volume Alternative)******************************************************************************** Intersection #3 Campbell Avenue/Hamilton Avenue******************************************************************************** Cycle (sec):80Critical Vol./Cap.(X):0.471 Loss Time (sec): 9Average Delay (sec/veh): 22.6 Optimal Cycle: 36Level Of Service:C ******************************************************************************** Street Name:Campbell AvenueCampbell Ave Hamilton Ave 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:IgnoreIncludeIgnoreIncludeMin. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 1 1 0 2 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 506 0 64 0 0 0 1 517 1023 66 422 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: 506 0 64 0 0 0 1 517 1023 66 422 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.00 0.98 0.98 0.98 0.98 0.98 0.00 0.98 0.98 0.98 PHF Volume: 518 0 0 0 0 0 1 529 0 68 432 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 518 0 0 0 0 0 1 529 0 68 432 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 518 0 0 0 0 0 1 529 0 68 432 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.83 0.92 1.00 0.92 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.01 1.99 2.00 1.00 2.00 0.00 Final Sat.: 3150 0 1750 0 0 0 7 3792 3150 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.00 0.00 0.00 0.00 0.00 0.14 0.14 0.00 0.04 0.11 0.00 Crit Moves: ************Green/Cycle: 0.35 0.00 0.00 0.00 0.00 0.00 0.30 0.33 0.00 0.21 0.24 0.00 Volume/Cap: 0.47 0.00 0.00 0.00 0.00 0.00 0.47 0.42 0.00 0.19 0.47 0.00 Delay/Veh: 20.6 0.0 0.0 0.0 0.0 0.0 23.3 21.1 0.0 26.4 26.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.6 0.0 0.0 0.0 0.0 0.0 23.3 21.1 0.0 26.4 26.3 0.0 LOS by Move: C A A A A A C C A C C A HCM2k95thQ: 11 0 0 0 0 0 10 10 0 3 10 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing Fri Jan 15, 2016 09:22:17 Page 5-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Campbell Avenue/Fallbrook Avenue-Northlawn Drive ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.665 Loss Time (sec): 12 Average Delay (sec/veh): 41.7 Optimal Cycle: 59 Level Of Service: D ******************************************************************************** Street Name: Fallbrook Avenue-Northlawn Drive Campbell Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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: 55 83 65 35 37 40 62 337 40 87 855 48 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: 55 83 65 35 37 40 62 337 40 87 855 48 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: 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 PHF Volume: 75 114 89 48 51 55 85 462 55 119 1171 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 114 89 48 51 55 85 462 55 119 1171 66 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: 75 114 89 48 51 55 85 462 55 119 1171 66 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.28 0.39 0.33 0.32 0.31 0.37 1.00 1.77 0.23 1.00 1.89 0.11 Final Sat.: 490 739 579 562 594 642 1750 3366 400 1750 3582 201 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.15 0.09 0.09 0.09 0.05 0.14 0.14 0.07 0.33 0.33 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.13 0.13 0.13 0.07 0.38 0.38 0.19 0.49 0.49 Volume/Cap: 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.36 0.36 0.36 0.66 0.66 Delay/Veh: 59.9 59.9 59.9 73.6 73.6 73.6 84.7 36.1 36.1 57.4 31.6 31.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 59.9 59.9 59.9 73.6 73.6 73.6 84.7 36.1 36.1 57.4 31.6 31.6 LOS by Move: E E E E E E F D D E C C HCM2k95thQ: 24 24 24 16 16 16 9 16 16 10 38 38 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing Fri Jan 15, 2016 09:22:23 Page 5-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Campbell Avenue/Fallbrook Avenue-Northlawn Drive ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.501 Loss Time (sec): 12 Average Delay (sec/veh): 24.0 Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Street Name: Fallbrook Avenue-Northlawn Drive Campbell Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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: 32 26 77 29 24 9 19 1066 68 53 605 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: 32 26 77 29 24 9 19 1066 68 53 605 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 34 27 81 31 25 9 20 1122 72 56 637 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 27 81 31 25 9 20 1122 72 56 637 22 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: 34 27 81 31 25 9 20 1122 72 56 637 22 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.24 0.18 0.58 0.48 0.37 0.15 1.00 1.87 0.13 1.00 1.93 0.07 Final Sat.: 421 342 1014 844 699 262 1750 3554 227 1750 3662 127 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.08 0.04 0.04 0.04 0.01 0.32 0.32 0.03 0.17 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.16 0.16 0.07 0.07 0.07 0.14 0.63 0.63 0.06 0.55 0.55 Volume/Cap: 0.50 0.50 0.50 0.50 0.50 0.50 0.08 0.50 0.50 0.50 0.31 0.31 Delay/Veh: 62.8 62.8 62.8 74.5 74.5 74.5 60.1 16.2 16.2 76.0 19.3 19.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.8 62.8 62.8 74.5 74.5 74.5 60.1 16.2 16.2 76.0 19.3 19.3 LOS by Move: E E E E E E E B B E B B HCM2k95thQ: 14 14 14 8 8 8 2 27 27 6 16 16 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing Fri Jan 15, 2016 09:22:17 Page 6-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Campbell Avenue/Fulton Street ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.375 Loss Time (sec): 9 Average Delay (sec/veh): 11.6 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: Fulton Street Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 99 0 108 0 0 0 0 480 34 61 885 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: 99 0 108 0 0 0 0 480 34 61 885 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: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 112 0 122 0 0 0 0 542 38 69 999 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 0 122 0 0 0 0 542 38 69 999 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: 112 0 122 0 0 0 0 542 38 69 999 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.86 0.14 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 3529 250 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.07 0.00 0.00 0.00 0.00 0.15 0.15 0.04 0.26 0.00 Crit Moves: **** **** **** Green/Cycle: 0.19 0.00 0.19 0.00 0.00 0.00 0.00 0.45 0.45 0.25 0.70 0.00 Volume/Cap: 0.34 0.00 0.37 0.00 0.00 0.00 0.00 0.34 0.34 0.15 0.37 0.00 Delay/Veh: 29.0 0.0 29.2 0.0 0.0 0.0 0.0 14.6 14.6 23.3 4.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.0 0.0 29.2 0.0 0.0 0.0 0.0 14.6 14.6 23.3 4.9 0.0 LOS by Move: C A C A A A A B B C A A HCM2k95thQ: 6 0 6 0 0 0 0 9 9 3 10 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing Fri Jan 15, 2016 09:22:24 Page 6-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Campbell Avenue/Fulton Street ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.464 Loss Time (sec): 9 Average Delay (sec/veh): 8.4 Optimal Cycle: 36 Level Of Service: A ******************************************************************************** Street Name: Fulton Street Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 56 0 81 0 0 0 0 1071 61 80 698 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: 56 0 81 0 0 0 0 1071 61 80 698 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 59 0 85 0 0 0 0 1126 64 84 734 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 59 0 85 0 0 0 0 1126 64 84 734 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: 59 0 85 0 0 0 0 1126 64 84 734 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.88 0.12 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 3579 204 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.05 0.00 0.00 0.00 0.00 0.31 0.31 0.05 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.13 0.00 0.13 0.00 0.00 0.00 0.00 0.66 0.66 0.10 0.76 0.00 Volume/Cap: 0.27 0.00 0.39 0.00 0.00 0.00 0.00 0.48 0.48 0.48 0.25 0.00 Delay/Veh: 32.4 0.0 33.3 0.0 0.0 0.0 0.0 6.8 6.8 36.0 2.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.4 0.0 33.3 0.0 0.0 0.0 0.0 6.8 6.8 36.0 2.8 0.0 LOS by Move: C A C A A A A A A D A A HCM2k95thQ: 3 0 5 0 0 0 0 14 14 6 6 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing Fri Jan 15, 2016 09:22:17 Page 7-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Campbell Avenue/San Tomas Aquino Road ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.630 Loss Time (sec): 12 Average Delay (sec/veh): 50.4 Optimal Cycle: 55 Level Of Service: D ******************************************************************************** Street Name: San Tomas Aquino Road Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 166 442 158 119 249 84 108 343 86 200 745 91 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: 166 442 158 119 249 84 108 343 86 200 745 91 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 188 502 179 135 283 95 123 389 98 227 846 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 502 179 135 283 95 123 389 98 227 846 103 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: 188 502 179 135 283 95 123 389 98 227 846 103 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.44 0.56 1.00 1.46 0.54 1.00 1.57 0.43 1.00 1.77 0.23 Final Sat.: 1750 2738 979 1750 2781 938 1750 2987 749 1750 3355 410 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.18 0.18 0.08 0.10 0.10 0.07 0.13 0.13 0.13 0.25 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.29 0.29 0.12 0.20 0.20 0.11 0.26 0.26 0.26 0.40 0.40 Volume/Cap: 0.51 0.63 0.63 0.63 0.51 0.51 0.63 0.51 0.51 0.51 0.63 0.63 Delay/Veh: 56.7 50.4 50.4 72.6 57.4 57.4 74.4 51.3 51.3 52.0 39.3 39.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.7 50.4 50.4 72.6 57.4 57.4 74.4 51.3 51.3 52.0 39.3 39.3 LOS by Move: E D D E E E E D D D D D HCM2k95thQ: 17 26 26 15 16 16 14 19 19 18 31 31 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing Fri Jan 15, 2016 09:22:24 Page 7-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Campbell Avenue/San Tomas Aquino Road ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.698 Loss Time (sec): 12 Average Delay (sec/veh): 50.8 Optimal Cycle: 64 Level Of Service: D ******************************************************************************** Street Name: San Tomas Aquino Road Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 144 257 177 191 327 125 137 860 167 215 639 84 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: 144 257 177 191 327 125 137 860 167 215 639 84 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: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 149 266 183 198 338 129 142 889 173 222 661 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 149 266 183 198 338 129 142 889 173 222 661 87 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: 149 266 183 198 338 129 142 889 173 222 661 87 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.14 0.86 1.00 1.41 0.59 1.00 1.65 0.35 1.00 1.75 0.25 Final Sat.: 1750 2174 1497 1750 2685 1027 1750 3138 609 1750 3325 437 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.12 0.12 0.11 0.13 0.13 0.08 0.28 0.28 0.13 0.20 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.18 0.18 0.16 0.20 0.20 0.17 0.41 0.41 0.18 0.42 0.42 Volume/Cap: 0.63 0.70 0.70 0.70 0.63 0.63 0.48 0.70 0.70 0.70 0.48 0.48 Delay/Veh: 70.5 65.4 65.4 70.8 60.1 60.1 61.1 40.8 40.8 68.0 34.1 34.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.5 65.4 65.4 70.8 60.1 60.1 61.1 40.8 40.8 68.0 34.1 34.1 LOS by Move: E E E E E E E D D E C C HCM2k95thQ: 16 21 21 20 21 21 13 37 37 20 23 23 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing Fri Jan 15, 2016 09:22:17 Page 8-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Base Volume Alternative)******************************************************************************** Intersection #7 Campbell Avenue/San Tomas Expressway******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.664 Loss Time (sec): 12Average Delay (sec/veh): 47.8 Optimal Cycle: 59Level Of Service:D ******************************************************************************** Street Name: San Tomas ExpresswayCampbell AvenueApproach: 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:IgnoreIgnoreIgnoreIgnoreMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 562 1630 112 145 998 327 349 376 393 113 466 309 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: 562 1630 112 145 998 327 349 376 393 113 466 309 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.96 0.96 0.00 0.96 0.96 0.00 0.96 0.96 0.00 0.96 0.96 0.00 PHF Volume: 588 1707 0 152 1045 0 365 394 0 118 488 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 588 1707 0 152 1045 0 365 394 0 118 488 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 588 1707 0 152 1045 0 365 394 0 118 488 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.30 0.00 0.05 0.18 0.00 0.12 0.10 0.00 0.04 0.13 0.00 Crit Moves: ******** ********Green/Cycle: 0.28 0.48 0.00 0.08 0.28 0.00 0.17 0.26 0.00 0.11 0.19 0.00 Volume/Cap: 0.66 0.62 0.00 0.62 0.66 0.00 0.66 0.40 0.00 0.34 0.66 0.00 Delay/Veh: 52.8 31.3 0.0 76.6 52.4 0.0 64.7 49.3 0.0 66.6 62.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.8 31.3 0.0 76.6 52.4 0.0 64.7 49.3 0.0 66.6 62.0 0.0 LOS by Move: D C A E D A E D A E E A HCM2k95thQ: 28 35 0 10 27 0 18 14 0 7 21 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing Fri Jan 15, 2016 09:22:24 Page 8-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Base Volume Alternative)******************************************************************************** Intersection #7 Campbell Avenue/San Tomas Expressway******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.688 Loss Time (sec): 12Average Delay (sec/veh): 50.3 Optimal Cycle: 63Level Of Service:D ******************************************************************************** Street Name: San Tomas ExpresswayCampbell AvenueApproach: 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:IgnoreIgnoreIgnoreIgnoreMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 530 1048 116 321 1327 350 232 562 504 98 497 192 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: 530 1048 116 321 1327 350 232 562 504 98 497 192 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.00 PHF Volume: 557 1102 0 338 1395 0 244 591 0 103 523 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 557 1102 0 338 1395 0 244 591 0 103 523 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 557 1102 0 338 1395 0 244 591 0 103 523 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.19 0.00 0.11 0.24 0.00 0.08 0.16 0.00 0.03 0.14 0.00 Crit Moves: ******** ********Green/Cycle: 0.26 0.39 0.00 0.22 0.36 0.00 0.11 0.24 0.00 0.07 0.20 0.00 Volume/Cap: 0.69 0.49 0.00 0.49 0.69 0.00 0.69 0.64 0.00 0.48 0.69 0.00 Delay/Veh: 56.2 36.6 0.0 55.3 45.0 0.0 73.9 55.7 0.0 73.4 62.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.2 36.6 0.0 55.3 45.0 0.0 73.9 55.7 0.0 73.4 62.1 0.0 LOS by Move: E D A E D A E E A E E A HCM2k95thQ: 27 24 0 17 33 0 13 22 0 7 23 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing plus Project Fri Jan 15, 2016 09:24:46 Page 2-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Trip Generation Report Forecast for am Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 1 Day Care Cen 1.00 Day Care Cente 59.00 53.00 59 53 112 100.0 Zone 1 Subtotal ............................. 59 53 112 100.0 -------------------------------------------------------------------------------- TOTAL .................................................. 59 53 112 100.0 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing plus Project Fri Jan 15, 2016 09:27:19 Page 2-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Trip Generation Report Forecast for pm Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 1 Day Care Cen 1.00 Day Care Cente 53.00 60.00 53 60 113 100.0 Zone 1 Subtotal ............................. 53 60 113 100.0 -------------------------------------------------------------------------------- TOTAL .................................................. 53 60 113 100.0 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing plus Project Fri Jan 15, 2016 09:24:52 Page 3-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Prospect Road-Campbell Avenue/Saratoga Avenue ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.618 Loss Time (sec): 12 Average Delay (sec/veh): 50.2 Optimal Cycle: 53 Level Of Service: D ******************************************************************************** Street Name: Saratoga Avenue Campbell Avenue/Prospect Road 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 85 664 138 150 594 376 215 461 54 332 927 92 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: 85 664 138 150 594 376 215 461 54 332 927 92 Added Vol: 0 0 9 0 0 0 0 9 0 8 8 0 North San J: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 85 664 147 150 594 376 215 470 54 340 935 92 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.00 0.93 0.93 0.00 0.93 0.93 0.00 0.93 0.93 0.00 PHF Volume: 91 712 0 161 637 0 231 504 0 365 1003 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 91 712 0 161 637 0 231 504 0 365 1003 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 91 712 0 161 637 0 231 504 0 365 1003 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 1750 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.12 0.00 0.05 0.11 0.00 0.13 0.13 0.00 0.12 0.26 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.20 0.00 0.08 0.19 0.00 0.21 0.34 0.00 0.30 0.43 0.00 Volume/Cap: 0.58 0.62 0.00 0.62 0.58 0.00 0.62 0.39 0.00 0.39 0.62 0.00 Delay/Veh: 74.9 59.2 0.0 75.4 59.2 0.0 60.2 40.1 0.0 44.8 36.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 74.9 59.2 0.0 75.4 59.2 0.0 60.2 40.1 0.0 44.8 36.4 0.0 LOS by Move: E E A E E A E D A D D A HCM2k95thQ: 11 20 0 11 18 0 21 17 0 15 32 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing plus Project Fri Jan 15, 2016 09:27:23 Page 3-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Prospect Road-Campbell Avenue/Saratoga Avenue ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.645 Loss Time (sec): 12 Average Delay (sec/veh): 53.7 Optimal Cycle: 57 Level Of Service: D ******************************************************************************** Street Name: Saratoga Avenue Campbell Avenue/Prospect Road 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 150 728 331 340 609 282 294 962 134 288 564 131 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: 150 728 331 340 609 282 294 962 134 288 564 131 Added Vol: 0 0 8 0 0 0 0 8 0 9 9 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 150 728 339 340 609 282 294 970 134 297 573 131 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.98 0.98 0.00 0.98 0.98 0.00 0.98 0.98 0.00 0.98 0.98 0.00 PHF Volume: 153 742 0 347 621 0 300 989 0 303 584 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 153 742 0 347 621 0 300 989 0 303 584 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 153 742 0 347 621 0 300 989 0 303 584 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 1750 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.13 0.00 0.11 0.11 0.00 0.17 0.26 0.00 0.10 0.15 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.17 0.20 0.00 0.17 0.21 0.00 0.29 0.40 0.00 0.15 0.26 0.00 Volume/Cap: 0.53 0.64 0.00 0.64 0.53 0.00 0.59 0.64 0.00 0.64 0.59 0.00 Delay/Veh: 62.8 59.9 0.0 64.5 56.9 0.0 50.3 39.4 0.0 67.2 52.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.8 59.9 0.0 64.5 56.9 0.0 50.3 39.4 0.0 67.2 52.5 0.0 LOS by Move: E E A E E A D D A E D A HCM2k95thQ: 15 21 0 19 17 0 24 33 0 16 22 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing plus Project Fri Jan 15, 2016 09:24:52 Page 4-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga En ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.497 Loss Time (sec): 9 Average Delay (sec/veh): 14.6 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name:El Paseo de Saratoga Entrance/Wes Campbell Avenue 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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 3 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 23 7 34 24 10 46 67 593 37 54 1271 60 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: 23 7 34 24 10 46 67 593 37 54 1271 60 Added Vol: 0 0 0 0 0 0 0 18 0 0 16 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 7 34 24 10 46 67 611 37 54 1287 60 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 26 8 38 27 11 51 75 682 41 60 1436 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 8 38 27 11 51 75 682 41 60 1436 67 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: 26 8 38 27 11 51 75 682 41 60 1436 67 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.78 0.22 1.00 0.72 0.28 1.00 1.00 3.00 1.00 1.00 1.90 0.10 Final Sat.: 1367 416 1750 1265 527 1750 1750 5700 1750 1750 3617 169 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.02 0.02 0.03 0.04 0.12 0.02 0.03 0.40 0.40 Crit Moves: **** **** **** Green/Cycle: 0.06 0.06 0.06 0.06 0.06 0.06 0.09 0.65 0.65 0.24 0.80 0.80 Volume/Cap: 0.30 0.30 0.35 0.34 0.34 0.47 0.50 0.19 0.04 0.15 0.50 0.50 Delay/Veh: 73.2 73.2 73.8 72.6 72.6 74.3 72.5 11.5 10.3 48.5 5.7 5.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.2 73.2 73.8 72.6 72.6 74.3 72.5 11.5 10.3 48.5 5.7 5.7 LOS by Move: E E E E E E E B B D A A HCM2k95thQ: 4 4 5 4 4 6 7 8 2 5 22 22 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing plus Project Fri Jan 15, 2016 09:27:23 Page 4-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga En ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.478 Loss Time (sec): 9 Average Delay (sec/veh): 29.8 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name:El Paseo de Saratoga Entrance/Wes Campbell Avenue 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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 3 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 62 39 132 113 37 173 176 1298 124 95 724 130 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: 62 39 132 113 37 173 176 1298 124 95 724 130 Added Vol: 0 0 0 0 0 0 0 16 0 0 18 0 N SJ Approv: 0 0 0 0 0 0 0 8 0 0 1 0 Initial Fut: 62 39 132 113 37 173 176 1322 124 95 743 130 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: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 65 41 138 118 39 181 184 1381 130 99 776 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 41 138 118 39 181 184 1381 130 99 776 136 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: 65 41 138 118 39 181 184 1381 130 99 776 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.63 0.37 1.00 0.77 0.23 1.00 1.00 3.00 1.00 1.00 1.68 0.32 Final Sat.: 1108 697 1750 1345 440 1750 1750 5700 1750 1750 3193 559 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.08 0.09 0.09 0.10 0.11 0.24 0.07 0.06 0.24 0.24 Crit Moves: **** **** **** Green/Cycle: 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.59 0.59 0.14 0.51 0.51 Volume/Cap: 0.27 0.27 0.37 0.41 0.41 0.48 0.48 0.41 0.13 0.41 0.48 0.48 Delay/Veh: 52.6 52.6 54.0 54.2 54.2 55.4 55.4 17.9 14.6 64.1 25.8 25.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.6 52.6 54.0 54.2 54.2 55.4 55.4 17.9 14.6 64.1 25.8 25.8 LOS by Move: D D D D D E E B B E C C HCM2k95thQ: 9 9 12 13 13 16 15 21 6 9 25 25 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing plus Project Fri Jan 15, 2016 09:24:53 Page 5-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campbell Avenue/Hamilton Avenue ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.450 Loss Time (sec): 9 Average Delay (sec/veh): 19.7 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: Campbell Avenue Campbell Ave Hamilton Ave 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: Ignore Include Ignore Include Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 2 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 793 0 87 0 0 0 0 254 413 46 603 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: 793 0 87 0 0 0 0 254 413 46 603 0 Added Vol: 16 0 0 0 0 0 0 0 18 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 809 0 87 0 0 0 0 254 431 46 603 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 PHF Volume: 922 0 0 0 0 0 0 290 0 52 688 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 922 0 0 0 0 0 0 290 0 52 688 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 922 0 0 0 0 0 0 290 0 52 688 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.83 0.92 1.00 0.92 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 2.00 1.00 2.00 0.00 Final Sat.: 3150 0 1750 0 0 0 0 3800 3150 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.03 0.18 0.00 Crit Moves: **** **** **** Green/Cycle: 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00 0.09 0.25 0.00 Volume/Cap: 0.46 0.00 0.00 0.00 0.00 0.00 0.00 0.46 0.00 0.34 0.72 0.00 Delay/Veh: 7.7 0.0 0.0 0.0 0.0 0.0 0.0 30.7 0.0 35.7 29.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.7 0.0 0.0 0.0 0.0 0.0 0.0 30.7 0.0 35.7 29.9 0.0 LOS by Move: A A A A A A A C A D C A HCM2k95thQ: 13 0 0 0 0 0 0 6 0 3 17 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing plus Project Fri Jan 15, 2016 09:27:23 Page 5-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campbell Avenue/Hamilton Avenue ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.480 Loss Time (sec): 9 Average Delay (sec/veh): 22.7 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Campbell Avenue Campbell Ave Hamilton Ave 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: Ignore Include Ignore Include Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 1 1 0 2 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 506 0 64 0 0 0 1 517 1023 66 422 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: 506 0 64 0 0 0 1 517 1023 66 422 0 Added Vol: 18 0 0 0 0 0 0 0 16 0 0 0 N SJ Approv: 0 0 0 0 0 0 0 8 0 0 1 0 Initial Fut: 524 0 64 0 0 0 1 525 1039 66 423 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.00 0.98 0.98 0.98 0.98 0.98 0.00 0.98 0.98 0.98 PHF Volume: 536 0 0 0 0 0 1 537 0 68 433 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 536 0 0 0 0 0 1 537 0 68 433 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 536 0 0 0 0 0 1 537 0 68 433 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.83 0.92 1.00 0.92 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.01 1.99 2.00 1.00 2.00 0.00 Final Sat.: 3150 0 1750 0 0 0 7 3792 3150 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.00 0.00 0.00 0.00 0.00 0.14 0.14 0.00 0.04 0.11 0.00 Crit Moves: **** **** **** Green/Cycle: 0.35 0.00 0.00 0.00 0.00 0.00 0.30 0.33 0.00 0.20 0.24 0.00 Volume/Cap: 0.48 0.00 0.00 0.00 0.00 0.00 0.48 0.43 0.00 0.19 0.48 0.00 Delay/Veh: 20.4 0.0 0.0 0.0 0.0 0.0 23.5 21.2 0.0 26.7 26.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.4 0.0 0.0 0.0 0.0 0.0 23.5 21.2 0.0 26.7 26.7 0.0 LOS by Move: C A A A A A C C A C C A HCM2k95thQ: 12 0 0 0 0 0 10 10 0 3 10 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing plus Project Fri Jan 15, 2016 09:24:54 Page 6-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Campbell Avenue/Fallbrook Avenue-Northlawn Drive ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.671 Loss Time (sec): 12 Average Delay (sec/veh): 41.5 Optimal Cycle: 60 Level Of Service: D ******************************************************************************** Street Name: Fallbrook Avenue-Northlawn Drive Campbell Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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: 55 83 65 35 37 40 62 337 40 87 855 48 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: 55 83 65 35 37 40 62 337 40 87 855 48 Added Vol: 0 0 0 0 0 0 0 18 0 0 16 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 55 83 65 35 37 40 62 355 40 87 871 48 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: 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 PHF Volume: 75 114 89 48 51 55 85 486 55 119 1193 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 114 89 48 51 55 85 486 55 119 1193 66 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: 75 114 89 48 51 55 85 486 55 119 1193 66 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.28 0.39 0.33 0.32 0.31 0.37 1.00 1.78 0.22 1.00 1.89 0.11 Final Sat.: 490 739 579 562 594 642 1750 3386 381 1750 3585 198 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.15 0.09 0.09 0.09 0.05 0.14 0.14 0.07 0.33 0.33 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.13 0.13 0.13 0.07 0.39 0.39 0.18 0.50 0.50 Volume/Cap: 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.37 0.37 0.37 0.67 0.67 Delay/Veh: 60.4 60.4 60.4 74.1 74.1 74.1 85.5 35.4 35.4 58.1 31.4 31.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 60.4 60.4 60.4 74.1 74.1 74.1 85.5 35.4 35.4 58.1 31.4 31.4 LOS by Move: E E E E E E F D D E C C HCM2k95thQ: 24 24 24 16 16 16 9 17 17 10 38 38 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing plus Project Fri Jan 15, 2016 09:27:23 Page 6-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Campbell Avenue/Fallbrook Avenue-Northlawn Drive ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.506 Loss Time (sec): 12 Average Delay (sec/veh): 23.8 Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Street Name: Fallbrook Avenue-Northlawn Drive Campbell Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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: 32 26 77 29 24 9 19 1066 68 53 605 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: 32 26 77 29 24 9 19 1066 68 53 605 21 Added Vol: 0 0 0 0 0 0 0 16 0 0 18 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 32 26 77 29 24 9 19 1082 68 53 623 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 34 27 81 31 25 9 20 1139 72 56 656 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 27 81 31 25 9 20 1139 72 56 656 22 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: 34 27 81 31 25 9 20 1139 72 56 656 22 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.24 0.18 0.58 0.48 0.37 0.15 1.00 1.87 0.13 1.00 1.93 0.07 Final Sat.: 421 342 1014 844 699 262 1750 3557 224 1750 3666 124 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.08 0.04 0.04 0.04 0.01 0.32 0.32 0.03 0.18 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.16 0.16 0.07 0.07 0.07 0.14 0.63 0.63 0.06 0.56 0.56 Volume/Cap: 0.51 0.51 0.51 0.51 0.51 0.51 0.08 0.51 0.51 0.51 0.32 0.32 Delay/Veh: 63.1 63.1 63.1 74.8 74.8 74.8 60.5 16.1 16.1 76.3 19.0 19.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.1 63.1 63.1 74.8 74.8 74.8 60.5 16.1 16.1 76.3 19.0 19.0 LOS by Move: E E E E E E E B B E B B HCM2k95thQ: 14 14 14 8 8 8 2 27 27 6 16 16 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing plus Project Fri Jan 15, 2016 09:24:54 Page 7-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing plus Project ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #5 Campbell Avenue/Fulton Street******************************************************************************** Cycle (sec):80Critical Vol./Cap.(X):0.380 Loss Time (sec): 9Average Delay (sec/veh): 11.5 Optimal Cycle: 36Level Of Service:B ******************************************************************************** Street Name:Fulton StreetCampbell AvenueApproach: 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:IncludeIncludeIncludeIncludeMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 99 0 108 0 0 0 0 480 34 61 885 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: 99 0 108 0 0 0 0 480 34 61 885 0 Added Vol: 0 0 0 0 0 0 0 18 0 0 16 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 99 0 108 0 0 0 0 498 34 61 901 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: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 112 0 122 0 0 0 0 562 38 69 1017 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 0 122 0 0 0 0 562 38 69 1017 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: 112 0 122 0 0 0 0 562 38 69 1017 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.86 0.14 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 3538 242 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.07 0.00 0.00 0.00 0.00 0.16 0.16 0.04 0.27 0.00 Crit Moves:************Green/Cycle: 0.18 0.00 0.18 0.00 0.00 0.00 0.00 0.45 0.45 0.25 0.70 0.00 Volume/Cap: 0.35 0.00 0.38 0.00 0.00 0.00 0.00 0.35 0.35 0.16 0.38 0.00 Delay/Veh: 29.2 0.0 29.4 0.0 0.0 0.0 0.0 14.3 14.3 23.6 4.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.2 0.0 29.4 0.0 0.0 0.0 0.0 14.3 14.3 23.6 4.9 0.0 LOS by Move: C A C A A A A B B C A A HCM2k95thQ: 6 0 6 0 0 0 0 9 9 3 10 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing plus Project Fri Jan 15, 2016 09:27:23 Page 7-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing plus Project ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #5 Campbell Avenue/Fulton Street******************************************************************************** Cycle (sec):80Critical Vol./Cap.(X):0.469 Loss Time (sec): 9Average Delay (sec/veh):8.3 Optimal Cycle: 36Level Of Service:A ******************************************************************************** Street Name:Fulton StreetCampbell AvenueApproach: 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:IncludeIncludeIncludeIncludeMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 56 0 81 0 0 0 0 1071 61 80 698 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: 56 0 81 0 0 0 0 1071 61 80 698 0 Added Vol: 0 0 0 0 0 0 0 16 0 0 18 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 56 0 81 0 0 0 0 1087 61 80 716 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 59 0 85 0 0 0 0 1143 64 84 753 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 59 0 85 0 0 0 0 1143 64 84 753 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: 59 0 85 0 0 0 0 1143 64 84 753 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.89 0.11 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 3582 201 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.05 0.00 0.00 0.00 0.00 0.32 0.32 0.05 0.20 0.00 Crit Moves:******** ****Green/Cycle: 0.13 0.00 0.13 0.00 0.00 0.00 0.00 0.66 0.66 0.10 0.76 0.00 Volume/Cap: 0.27 0.00 0.39 0.00 0.00 0.00 0.00 0.48 0.48 0.48 0.26 0.00 Delay/Veh: 32.4 0.0 33.3 0.0 0.0 0.0 0.0 6.8 6.8 36.1 2.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.4 0.0 33.3 0.0 0.0 0.0 0.0 6.8 6.8 36.1 2.9 0.0 LOS by Move: C A C A A A A A A D A A HCM2k95thQ: 3 0 5 0 0 0 0 14 14 6 6 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing plus Project Fri Jan 15, 2016 09:24:54 Page 8-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Campbell Avenue/San Tomas Aquino Road ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.643 Loss Time (sec): 12 Average Delay (sec/veh): 51.0 Optimal Cycle: 56 Level Of Service: D ******************************************************************************** Street Name: San Tomas Aquino Road Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 166 442 158 119 249 84 108 343 86 200 745 91 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: 166 442 158 119 249 84 108 343 86 200 745 91 Added Vol: 12 0 0 0 0 12 11 16 11 0 18 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 178 442 158 119 249 96 119 359 97 200 763 91 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 202 502 179 135 283 109 135 407 110 227 866 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 502 179 135 283 109 135 407 110 227 866 103 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: 202 502 179 135 283 109 135 407 110 227 866 103 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.44 0.56 1.00 1.41 0.59 1.00 1.55 0.45 1.00 1.77 0.23 Final Sat.: 1750 2738 979 1750 2679 1033 1750 2938 794 1750 3364 401 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.18 0.18 0.08 0.11 0.11 0.08 0.14 0.14 0.13 0.26 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.28 0.28 0.12 0.19 0.19 0.12 0.27 0.27 0.25 0.40 0.40 Volume/Cap: 0.55 0.64 0.64 0.64 0.55 0.55 0.64 0.52 0.52 0.52 0.64 0.64 Delay/Veh: 57.9 51.5 51.5 73.8 59.1 59.1 73.8 50.1 50.1 52.6 39.7 39.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.9 51.5 51.5 73.8 59.1 59.1 73.8 50.1 50.1 52.6 39.7 39.7 LOS by Move: E D D E E E E D D D D D HCM2k95thQ: 18 27 27 15 17 17 15 20 20 18 32 32 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing plus Project Fri Jan 15, 2016 09:27:23 Page 8-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Campbell Avenue/San Tomas Aquino Road ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.707 Loss Time (sec): 12 Average Delay (sec/veh): 51.3 Optimal Cycle: 66 Level Of Service: D ******************************************************************************** Street Name: San Tomas Aquino Road Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 144 257 177 191 327 125 137 860 167 215 639 84 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: 144 257 177 191 327 125 137 860 167 215 639 84 Added Vol: 11 0 0 0 0 11 12 18 12 0 16 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 155 257 177 191 327 136 149 878 179 215 655 84 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: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 160 266 183 198 338 141 154 908 185 222 677 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 266 183 198 338 141 154 908 185 222 677 87 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: 160 266 183 198 338 141 154 908 185 222 677 87 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.14 0.86 1.00 1.38 0.62 1.00 1.64 0.36 1.00 1.76 0.24 Final Sat.: 1750 2174 1497 1750 2618 1089 1750 3111 634 1750 3336 428 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.12 0.12 0.11 0.13 0.13 0.09 0.29 0.29 0.13 0.20 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.17 0.17 0.16 0.19 0.19 0.18 0.41 0.41 0.18 0.41 0.41 Volume/Cap: 0.66 0.71 0.71 0.71 0.66 0.66 0.49 0.71 0.71 0.71 0.49 0.49 Delay/Veh: 72.2 66.0 66.0 71.7 61.9 61.9 60.3 40.5 40.5 68.9 34.8 34.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 72.2 66.0 66.0 71.7 61.9 61.9 60.3 40.5 40.5 68.9 34.8 34.8 LOS by Move: E E E E E E E D D E C C HCM2k95thQ: 17 21 21 20 21 21 14 38 38 20 24 24 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Existing plus Project Fri Jan 15, 2016 09:24:55 Page 9-1 -------------------------------------------------------------------------------- AM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Campbell Avenue/San Tomas Expressway ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.670 Loss Time (sec): 12 Average Delay (sec/veh): 48.0 Optimal Cycle: 60 Level Of Service: D ******************************************************************************** Street Name: San Tomas Expressway Campbell Avenue 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 562 1630 112 145 998 327 349 376 393 113 466 309 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: 562 1630 112 145 998 327 349 376 393 113 466 309 Added Vol: 6 0 0 0 0 6 5 5 5 0 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 568 1630 112 145 998 333 354 381 398 113 472 309 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.96 0.96 0.00 0.96 0.96 0.00 0.96 0.96 0.00 0.96 0.96 0.00 PHF Volume: 595 1707 0 152 1045 0 371 399 0 118 494 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 595 1707 0 152 1045 0 371 399 0 118 494 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 595 1707 0 152 1045 0 371 399 0 118 494 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.30 0.00 0.05 0.18 0.00 0.12 0.10 0.00 0.04 0.13 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.28 0.48 0.00 0.08 0.27 0.00 0.18 0.26 0.00 0.11 0.19 0.00 Volume/Cap: 0.67 0.63 0.00 0.63 0.67 0.00 0.67 0.40 0.00 0.35 0.67 0.00 Delay/Veh: 52.9 31.5 0.0 76.7 52.8 0.0 64.8 49.1 0.0 66.6 62.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.9 31.5 0.0 76.7 52.8 0.0 64.8 49.1 0.0 66.6 62.1 0.0 LOS by Move: D C A E D A E D A E E A HCM2k95thQ: 28 35 0 10 27 0 19 15 0 7 22 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Existing plus Project Fri Jan 15, 2016 09:27:23 Page 9-1 -------------------------------------------------------------------------------- PM Peak Hour - Existing plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Campbell Avenue/San Tomas Expressway ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.694 Loss Time (sec): 12 Average Delay (sec/veh): 50.5 Optimal Cycle: 64 Level Of Service: D ******************************************************************************** Street Name: San Tomas Expressway Campbell Avenue 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 530 1048 116 321 1327 350 232 562 504 98 497 192 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: 530 1048 116 321 1327 350 232 562 504 98 497 192 Added Vol: 5 0 0 0 0 5 6 6 6 0 5 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 535 1048 116 321 1327 355 238 568 510 98 502 192 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.00 PHF Volume: 563 1102 0 338 1395 0 250 597 0 103 528 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 563 1102 0 338 1395 0 250 597 0 103 528 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 563 1102 0 338 1395 0 250 597 0 103 528 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.19 0.00 0.11 0.24 0.00 0.08 0.16 0.00 0.03 0.14 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.39 0.00 0.22 0.35 0.00 0.11 0.25 0.00 0.07 0.20 0.00 Volume/Cap: 0.69 0.49 0.00 0.49 0.69 0.00 0.69 0.64 0.00 0.48 0.69 0.00 Delay/Veh: 56.3 36.8 0.0 55.4 45.4 0.0 73.9 55.4 0.0 73.4 62.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.3 36.8 0.0 55.4 45.4 0.0 73.9 55.4 0.0 73.4 62.2 0.0 LOS by Move: E D A E D A E E A E E A HCM2k95thQ: 27 24 0 17 34 0 13 23 0 7 23 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline Fri Jan 15, 2016 09:39:44 Page 2-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Trip Generation Report Forecast for am approved Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 2 Campbell Riv 1.00 Residential 2.00 15.00 2 15 17 58.6 Zone 2 Subtotal ............................. 2 15 17 58.6 3 Campbell Riv 1.00 Retail 6.00 3.00 6 3 9 31.0 Zone 3 Subtotal ............................. 6 3 9 31.0 4 S. San Tomas 1.00 Single Family 1.00 2.00 1 2 3 10.3 Zone 4 Subtotal ............................. 1 2 3 10.3 -------------------------------------------------------------------------------- TOTAL .................................................. 9 20 29 100.0 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline Fri Jan 15, 2016 09:39:55 Page 2-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Trip Generation Report Forecast for pm approved Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 2 Campbell Riv 1.00 Residential 11.00 5.00 11 5 16 28.6 Zone 2 Subtotal ............................. 11 5 16 28.6 3 Campbell Riv 1.00 Retail 17.00 19.00 17 19 36 64.3 Zone 3 Subtotal ............................. 17 19 36 64.3 4 S. San Tomas 1.00 Single Family 3.00 1.00 3 1 4 7.1 Zone 4 Subtotal ............................. 3 1 4 7.1 -------------------------------------------------------------------------------- TOTAL .................................................. 31 25 56 100.0 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline Fri Jan 15, 2016 09:39:45 Page 3-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #1 Prospect Road-Campbell Avenue/Saratoga Avenue******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.621 Loss Time (sec): 12Average Delay (sec/veh): 50.3 Optimal Cycle: 54Level Of Service:D ******************************************************************************** Street Name:Saratoga AvenueCampbell Avenue/Prospect Road 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:IgnoreIgnoreIgnoreIgnoreMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 85 664 138 150 594 376 215 461 54 332 927 92 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: 85 664 138 150 594 376 215 461 54 332 927 92 Added Vol: 0 0 0 0 0 0 0 1 0 0 4 0 N SJ Approv: 2 17 2 0 1 0 0 1 0 0 1 0 Initial Fut: 87 681 140 150 595 376 215 463 54 332 932 92 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.00 0.93 0.93 0.00 0.93 0.93 0.00 0.93 0.93 0.00 PHF Volume: 93 731 0 161 638 0 231 497 0 356 1000 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 731 0 161 638 0 231 497 0 356 1000 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 93 731 0 161 638 0 231 497 0 356 1000 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 1750 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.13 0.00 0.05 0.11 0.00 0.13 0.13 0.00 0.11 0.26 0.00 Crit Moves: **** ************Green/Cycle: 0.09 0.21 0.00 0.08 0.20 0.00 0.21 0.34 0.00 0.30 0.42 0.00 Volume/Cap: 0.57 0.62 0.00 0.62 0.57 0.00 0.62 0.38 0.00 0.38 0.62 0.00 Delay/Veh: 74.3 58.8 0.0 75.6 59.0 0.0 60.4 40.1 0.0 45.1 36.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 74.3 58.8 0.0 75.6 59.0 0.0 60.4 40.1 0.0 45.1 36.8 0.0 LOS by Move: E E A E E A E D A D D A HCM2k95thQ: 11 21 0 11 18 0 21 17 0 15 32 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline Fri Jan 15, 2016 09:39:59 Page 3-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #1 Prospect Road-Campbell Avenue/Saratoga Avenue******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.642 Loss Time (sec): 12Average Delay (sec/veh): 53.7 Optimal Cycle: 56Level Of Service:D ******************************************************************************** Street Name:Saratoga AvenueCampbell Avenue/Prospect Road 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:IgnoreIgnoreIgnoreIgnoreMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 150 728 331 340 609 282 294 962 134 288 564 131 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: 150 728 331 340 609 282 294 962 134 288 564 131 Added Vol: 0 0 0 0 0 0 0 3 0 0 1 0 N SJ Approv: 0 1 4 4 13 3 0 0 0 1 0 0 Initial Fut: 150 729 335 344 622 285 294 965 134 289 565 131 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.98 0.98 0.00 0.98 0.98 0.00 0.98 0.98 0.00 0.98 0.98 0.00 PHF Volume: 153 743 0 351 634 0 300 984 0 295 576 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 153 743 0 351 634 0 300 984 0 295 576 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 153 743 0 351 634 0 300 984 0 295 576 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 1750 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.13 0.00 0.11 0.11 0.00 0.17 0.26 0.00 0.09 0.15 0.00 Crit Moves: **** ******** ****Green/Cycle: 0.17 0.20 0.00 0.17 0.21 0.00 0.29 0.40 0.00 0.15 0.26 0.00 Volume/Cap: 0.53 0.64 0.00 0.64 0.53 0.00 0.59 0.64 0.00 0.64 0.59 0.00 Delay/Veh: 62.9 59.7 0.0 64.1 56.5 0.0 50.3 39.4 0.0 67.5 52.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.9 59.7 0.0 64.1 56.5 0.0 50.3 39.4 0.0 67.5 52.9 0.0 LOS by Move: E E A E E A D D A E D A HCM2k95thQ: 15 21 0 19 17 0 24 33 0 15 22 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline Fri Jan 15, 2016 09:39:45 Page 4-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga En ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.494 Loss Time (sec): 9 Average Delay (sec/veh): 14.8 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name:El Paseo de Saratoga Entrance/Wes Campbell Avenue 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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 3 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 23 7 34 24 10 46 67 593 37 54 1271 60 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: 23 7 34 24 10 46 67 593 37 54 1271 60 Added Vol: 0 0 0 0 0 0 0 1 0 0 4 0 N SJ Approv: 0 0 0 0 0 0 0 3 0 0 1 0 Initial Fut: 23 7 34 24 10 46 67 597 37 54 1276 60 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 26 8 38 27 11 51 75 666 41 60 1424 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 8 38 27 11 51 75 666 41 60 1424 67 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: 26 8 38 27 11 51 75 666 41 60 1424 67 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.78 0.22 1.00 0.72 0.28 1.00 1.00 3.00 1.00 1.00 1.90 0.10 Final Sat.: 1367 416 1750 1265 527 1750 1750 5700 1750 1750 3615 170 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.02 0.02 0.03 0.04 0.12 0.02 0.03 0.39 0.39 Crit Moves: **** **** **** Green/Cycle: 0.06 0.06 0.06 0.06 0.06 0.06 0.09 0.64 0.64 0.24 0.80 0.80 Volume/Cap: 0.30 0.30 0.35 0.34 0.34 0.47 0.50 0.18 0.04 0.14 0.50 0.50 Delay/Veh: 73.2 73.2 73.8 72.6 72.6 74.3 72.3 11.7 10.6 48.0 5.7 5.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.2 73.2 73.8 72.6 72.6 74.3 72.3 11.7 10.6 48.0 5.7 5.7 LOS by Move: E E E E E E E B B D A A HCM2k95thQ: 4 4 5 4 4 6 7 8 2 5 22 22 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline Fri Jan 15, 2016 09:39:59 Page 4-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga En ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.473 Loss Time (sec): 9 Average Delay (sec/veh): 30.0 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name:El Paseo de Saratoga Entrance/Wes Campbell Avenue 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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 3 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 62 39 132 113 37 173 176 1298 124 95 724 130 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: 62 39 132 113 37 173 176 1298 124 95 724 130 Added Vol: 0 0 0 0 0 0 0 3 0 0 1 0 N SJ Approv: 0 0 0 0 0 0 0 8 0 0 1 0 Initial Fut: 62 39 132 113 37 173 176 1309 124 95 726 130 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: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 65 41 138 118 39 181 184 1368 130 99 759 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 41 138 118 39 181 184 1368 130 99 759 136 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: 65 41 138 118 39 181 184 1368 130 99 759 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.63 0.37 1.00 0.77 0.23 1.00 1.00 3.00 1.00 1.00 1.67 0.33 Final Sat.: 1108 697 1750 1345 440 1750 1750 5700 1750 1750 3181 570 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.08 0.09 0.09 0.10 0.11 0.24 0.07 0.06 0.24 0.24 Crit Moves: **** **** **** Green/Cycle: 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.59 0.59 0.14 0.50 0.50 Volume/Cap: 0.27 0.27 0.36 0.40 0.40 0.47 0.47 0.41 0.13 0.41 0.47 0.47 Delay/Veh: 52.3 52.3 53.7 53.9 53.9 55.0 55.0 18.0 14.8 64.0 26.1 26.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.3 52.3 53.7 53.9 53.9 55.0 55.0 18.0 14.8 64.0 26.1 26.1 LOS by Move: D D D D D E E B B E C C HCM2k95thQ: 9 9 12 13 13 16 15 21 6 9 25 25 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline Fri Jan 15, 2016 09:39:45 Page 5-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campbell Avenue/Hamilton Avenue ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.444 Loss Time (sec): 9 Average Delay (sec/veh): 19.7 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: Campbell Avenue Campbell Ave Hamilton Ave 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: Ignore Include Ignore Include Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 2 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 793 0 87 0 0 0 0 254 413 46 603 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: 793 0 87 0 0 0 0 254 413 46 603 0 Added Vol: 0 0 0 0 0 0 0 1 0 0 4 0 N SJ Approv: 0 0 0 0 0 0 0 3 0 0 1 0 Initial Fut: 793 0 87 0 0 0 0 258 413 46 608 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 PHF Volume: 904 0 0 0 0 0 0 294 0 52 693 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 904 0 0 0 0 0 0 294 0 52 693 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 904 0 0 0 0 0 0 294 0 52 693 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.83 0.92 1.00 0.92 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 2.00 1.00 2.00 0.00 Final Sat.: 3150 0 1750 0 0 0 0 3800 3150 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.03 0.18 0.00 Crit Moves: **** **** **** Green/Cycle: 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00 0.09 0.26 0.00 Volume/Cap: 0.46 0.00 0.00 0.00 0.00 0.00 0.00 0.46 0.00 0.34 0.71 0.00 Delay/Veh: 7.8 0.0 0.0 0.0 0.0 0.0 0.0 30.4 0.0 35.7 29.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.8 0.0 0.0 0.0 0.0 0.0 0.0 30.4 0.0 35.7 29.4 0.0 LOS by Move: A A A A A A A C A D C A HCM2k95thQ: 13 0 0 0 0 0 0 6 0 3 17 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline Fri Jan 15, 2016 09:39:59 Page 5-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campbell Avenue/Hamilton Avenue ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.475 Loss Time (sec): 9 Average Delay (sec/veh): 22.6 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Campbell Avenue Campbell Ave Hamilton Ave 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: Ignore Include Ignore Include Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 1 1 0 2 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 506 0 64 0 0 0 1 517 1023 66 422 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: 506 0 64 0 0 0 1 517 1023 66 422 0 Added Vol: 0 0 0 0 0 0 0 3 0 0 1 0 N SJ Approv: 0 0 0 0 0 0 0 8 0 0 1 0 Initial Fut: 506 0 64 0 0 0 1 528 1023 66 424 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.00 0.98 0.98 0.98 0.98 0.98 0.00 0.98 0.98 0.98 PHF Volume: 518 0 0 0 0 0 1 540 0 68 434 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 518 0 0 0 0 0 1 540 0 68 434 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 518 0 0 0 0 0 1 540 0 68 434 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.83 0.92 1.00 0.92 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.01 1.99 2.00 1.00 2.00 0.00 Final Sat.: 3150 0 1750 0 0 0 7 3792 3150 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.00 0.00 0.00 0.00 0.00 0.14 0.14 0.00 0.04 0.11 0.00 Crit Moves: **** **** **** Green/Cycle: 0.35 0.00 0.00 0.00 0.00 0.00 0.30 0.34 0.00 0.21 0.24 0.00 Volume/Cap: 0.47 0.00 0.00 0.00 0.00 0.00 0.47 0.43 0.00 0.19 0.47 0.00 Delay/Veh: 20.8 0.0 0.0 0.0 0.0 0.0 23.1 20.8 0.0 26.5 26.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.8 0.0 0.0 0.0 0.0 0.0 23.1 20.8 0.0 26.5 26.4 0.0 LOS by Move: C A A A A A C C A C C A HCM2k95thQ: 11 0 0 0 0 0 10 10 0 3 10 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline Fri Jan 15, 2016 09:39:45 Page 6-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Campbell Avenue/Fallbrook Avenue-Northlawn Drive ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.665 Loss Time (sec): 12 Average Delay (sec/veh): 41.7 Optimal Cycle: 59 Level Of Service: D ******************************************************************************** Street Name: Fallbrook Avenue-Northlawn Drive Campbell Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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: 55 83 65 35 37 40 62 337 40 87 855 48 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: 55 83 65 35 37 40 62 337 40 87 855 48 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 55 83 65 35 37 40 62 337 40 87 855 48 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: 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 PHF Volume: 75 114 89 48 51 55 85 462 55 119 1171 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 114 89 48 51 55 85 462 55 119 1171 66 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: 75 114 89 48 51 55 85 462 55 119 1171 66 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.28 0.39 0.33 0.32 0.31 0.37 1.00 1.77 0.23 1.00 1.89 0.11 Final Sat.: 490 739 579 562 594 642 1750 3366 400 1750 3582 201 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.15 0.09 0.09 0.09 0.05 0.14 0.14 0.07 0.33 0.33 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.13 0.13 0.13 0.07 0.38 0.38 0.19 0.49 0.49 Volume/Cap: 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.36 0.36 0.36 0.66 0.66 Delay/Veh: 59.9 59.9 59.9 73.6 73.6 73.6 84.7 36.1 36.1 57.4 31.6 31.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 59.9 59.9 59.9 73.6 73.6 73.6 84.7 36.1 36.1 57.4 31.6 31.6 LOS by Move: E E E E E E F D D E C C HCM2k95thQ: 24 24 24 16 16 16 9 16 16 10 38 38 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline Fri Jan 15, 2016 09:39:59 Page 6-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Campbell Avenue/Fallbrook Avenue-Northlawn Drive ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.501 Loss Time (sec): 12 Average Delay (sec/veh): 24.0 Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Street Name: Fallbrook Avenue-Northlawn Drive Campbell Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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: 32 26 77 29 24 9 19 1066 68 53 605 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: 32 26 77 29 24 9 19 1066 68 53 605 21 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 32 26 77 29 24 9 19 1066 68 53 605 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 34 27 81 31 25 9 20 1122 72 56 637 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 27 81 31 25 9 20 1122 72 56 637 22 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: 34 27 81 31 25 9 20 1122 72 56 637 22 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.24 0.18 0.58 0.48 0.37 0.15 1.00 1.87 0.13 1.00 1.93 0.07 Final Sat.: 421 342 1014 844 699 262 1750 3554 227 1750 3662 127 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.08 0.04 0.04 0.04 0.01 0.32 0.32 0.03 0.17 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.16 0.16 0.07 0.07 0.07 0.14 0.63 0.63 0.06 0.55 0.55 Volume/Cap: 0.50 0.50 0.50 0.50 0.50 0.50 0.08 0.50 0.50 0.50 0.31 0.31 Delay/Veh: 62.8 62.8 62.8 74.5 74.5 74.5 60.1 16.2 16.2 76.0 19.3 19.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.8 62.8 62.8 74.5 74.5 74.5 60.1 16.2 16.2 76.0 19.3 19.3 LOS by Move: E E E E E E E B B E B B HCM2k95thQ: 14 14 14 8 8 8 2 27 27 6 16 16 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline Fri Jan 15, 2016 09:39:46 Page 7-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Campbell Avenue/Fulton Street ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.375 Loss Time (sec): 9 Average Delay (sec/veh): 11.6 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: Fulton Street Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 99 0 108 0 0 0 0 480 34 61 885 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: 99 0 108 0 0 0 0 480 34 61 885 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 99 0 108 0 0 0 0 480 34 61 885 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: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 112 0 122 0 0 0 0 542 38 69 999 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 0 122 0 0 0 0 542 38 69 999 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: 112 0 122 0 0 0 0 542 38 69 999 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.86 0.14 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 3529 250 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.07 0.00 0.00 0.00 0.00 0.15 0.15 0.04 0.26 0.00 Crit Moves: **** **** **** Green/Cycle: 0.19 0.00 0.19 0.00 0.00 0.00 0.00 0.45 0.45 0.25 0.70 0.00 Volume/Cap: 0.34 0.00 0.37 0.00 0.00 0.00 0.00 0.34 0.34 0.15 0.37 0.00 Delay/Veh: 29.0 0.0 29.2 0.0 0.0 0.0 0.0 14.6 14.6 23.3 4.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.0 0.0 29.2 0.0 0.0 0.0 0.0 14.6 14.6 23.3 4.9 0.0 LOS by Move: C A C A A A A B B C A A HCM2k95thQ: 6 0 6 0 0 0 0 9 9 3 10 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline Fri Jan 15, 2016 09:40:00 Page 7-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Campbell Avenue/Fulton Street ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.464 Loss Time (sec): 9 Average Delay (sec/veh): 8.4 Optimal Cycle: 36 Level Of Service: A ******************************************************************************** Street Name: Fulton Street Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 56 0 81 0 0 0 0 1071 61 80 698 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: 56 0 81 0 0 0 0 1071 61 80 698 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 56 0 81 0 0 0 0 1071 61 80 698 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 59 0 85 0 0 0 0 1126 64 84 734 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 59 0 85 0 0 0 0 1126 64 84 734 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: 59 0 85 0 0 0 0 1126 64 84 734 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.88 0.12 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 3579 204 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.05 0.00 0.00 0.00 0.00 0.31 0.31 0.05 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.13 0.00 0.13 0.00 0.00 0.00 0.00 0.66 0.66 0.10 0.76 0.00 Volume/Cap: 0.27 0.00 0.39 0.00 0.00 0.00 0.00 0.48 0.48 0.48 0.25 0.00 Delay/Veh: 32.4 0.0 33.3 0.0 0.0 0.0 0.0 6.8 6.8 36.0 2.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.4 0.0 33.3 0.0 0.0 0.0 0.0 6.8 6.8 36.0 2.8 0.0 LOS by Move: C A C A A A A A A D A A HCM2k95thQ: 3 0 5 0 0 0 0 14 14 6 6 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline Fri Jan 15, 2016 09:39:46 Page 8-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #6 Campbell Avenue/San Tomas Aquino Road******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.630 Loss Time (sec): 12Average Delay (sec/veh): 50.5 Optimal Cycle: 55Level Of Service:D ******************************************************************************** Street Name: San Tomas Aquino RoadCampbell AvenueApproach: 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:IncludeIncludeIncludeIncludeMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 166 442 158 119 249 84 108 343 86 200 745 91 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: 166 442 158 119 249 84 108 343 86 200 745 91 Added Vol: 0 0 2 0 0 0 0 0 0 1 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 166 442 160 119 249 84 108 343 86 201 745 91 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 188 502 182 135 283 95 123 389 98 228 846 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 502 182 135 283 95 123 389 98 228 846 103 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: 188 502 182 135 283 95 123 389 98 228 846 103 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.44 0.56 1.00 1.46 0.54 1.00 1.57 0.43 1.00 1.77 0.23 Final Sat.: 1750 2728 987 1750 2781 938 1750 2987 749 1750 3355 410 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.18 0.18 0.08 0.10 0.10 0.07 0.13 0.13 0.13 0.25 0.25 Crit Moves: **** ************Green/Cycle: 0.21 0.29 0.29 0.12 0.20 0.20 0.11 0.26 0.26 0.26 0.40 0.40 Volume/Cap: 0.51 0.63 0.63 0.63 0.51 0.51 0.63 0.51 0.51 0.51 0.63 0.63 Delay/Veh: 56.6 50.4 50.4 72.7 57.4 57.4 74.5 51.5 51.5 52.0 39.4 39.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.6 50.4 50.4 72.7 57.4 57.4 74.5 51.5 51.5 52.0 39.4 39.4 LOS by Move: E D D E E E E D D D D D HCM2k95thQ: 17 27 27 15 16 16 14 19 19 18 31 31 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline Fri Jan 15, 2016 09:40:00 Page 8-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #6 Campbell Avenue/San Tomas Aquino Road******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.699 Loss Time (sec): 12Average Delay (sec/veh): 50.9 Optimal Cycle: 65Level Of Service:D ******************************************************************************** Street Name: San Tomas Aquino RoadCampbell AvenueApproach: 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:IncludeIncludeIncludeIncludeMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 144 257 177 191 327 125 137 860 167 215 639 84 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: 144 257 177 191 327 125 137 860 167 215 639 84 Added Vol: 0 0 1 0 0 0 0 0 0 2 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 144 257 178 191 327 125 137 860 167 217 639 84 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: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 149 266 184 198 338 129 142 889 173 224 661 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 149 266 184 198 338 129 142 889 173 224 661 87 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: 149 266 184 198 338 129 142 889 173 224 661 87 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.14 0.86 1.00 1.41 0.59 1.00 1.65 0.35 1.00 1.75 0.25 Final Sat.: 1750 2169 1502 1750 2685 1027 1750 3138 609 1750 3325 437 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.12 0.12 0.11 0.13 0.13 0.08 0.28 0.28 0.13 0.20 0.20 Crit Moves: **** ******** ****Green/Cycle: 0.14 0.18 0.18 0.16 0.20 0.20 0.17 0.41 0.41 0.18 0.42 0.42 Volume/Cap: 0.63 0.70 0.70 0.70 0.63 0.63 0.48 0.70 0.70 0.70 0.48 0.48 Delay/Veh: 70.5 65.5 65.5 71.0 60.2 60.2 61.1 41.0 41.0 67.9 34.0 34.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.5 65.5 65.5 71.0 60.2 60.2 61.1 41.0 41.0 67.9 34.0 34.0 LOS by Move: E E E E E E E D D E C C HCM2k95thQ: 16 21 21 20 21 21 13 37 37 20 23 23 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline Fri Jan 15, 2016 09:39:46 Page 9-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Campbell Avenue/San Tomas Expressway ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.666 Loss Time (sec): 12 Average Delay (sec/veh): 47.8 Optimal Cycle: 59 Level Of Service: D ******************************************************************************** Street Name: San Tomas Expressway Campbell Avenue 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 562 1630 112 145 998 327 349 376 393 113 466 309 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: 562 1630 112 145 998 327 349 376 393 113 466 309 Added Vol: 0 1 0 0 3 1 2 0 0 0 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 562 1631 112 145 1001 328 351 376 393 113 466 309 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.96 0.96 0.00 0.96 0.96 0.00 0.96 0.96 0.00 0.96 0.96 0.00 PHF Volume: 588 1708 0 152 1048 0 368 394 0 118 488 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 588 1708 0 152 1048 0 368 394 0 118 488 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 588 1708 0 152 1048 0 368 394 0 118 488 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.30 0.00 0.05 0.18 0.00 0.12 0.10 0.00 0.04 0.13 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.28 0.48 0.00 0.08 0.28 0.00 0.18 0.26 0.00 0.11 0.19 0.00 Volume/Cap: 0.67 0.62 0.00 0.62 0.67 0.00 0.67 0.40 0.00 0.34 0.67 0.00 Delay/Veh: 52.9 31.4 0.0 76.6 52.4 0.0 64.7 49.3 0.0 66.5 62.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.9 31.4 0.0 76.6 52.4 0.0 64.7 49.3 0.0 66.5 62.1 0.0 LOS by Move: D C A E D A E D A E E A HCM2k95thQ: 28 35 0 10 27 0 18 14 0 7 21 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline Fri Jan 15, 2016 09:40:00 Page 9-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Campbell Avenue/San Tomas Expressway ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.689 Loss Time (sec): 12 Average Delay (sec/veh): 50.3 Optimal Cycle: 63 Level Of Service: D ******************************************************************************** Street Name: San Tomas Expressway Campbell Avenue 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 530 1048 116 321 1327 350 232 562 504 98 497 192 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: 530 1048 116 321 1327 350 232 562 504 98 497 192 Added Vol: 0 3 0 0 3 2 1 0 0 0 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 530 1051 116 321 1330 352 233 562 504 98 497 192 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.00 PHF Volume: 557 1105 0 338 1399 0 245 591 0 103 523 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 557 1105 0 338 1399 0 245 591 0 103 523 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 557 1105 0 338 1399 0 245 591 0 103 523 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.19 0.00 0.11 0.25 0.00 0.08 0.16 0.00 0.03 0.14 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.39 0.00 0.22 0.36 0.00 0.11 0.24 0.00 0.07 0.20 0.00 Volume/Cap: 0.69 0.49 0.00 0.49 0.69 0.00 0.69 0.64 0.00 0.48 0.69 0.00 Delay/Veh: 56.2 36.5 0.0 55.3 45.0 0.0 73.9 55.7 0.0 73.4 62.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.2 36.5 0.0 55.3 45.0 0.0 73.9 55.7 0.0 73.4 62.1 0.0 LOS by Move: E D A E D A E E A E E A HCM2k95thQ: 27 24 0 17 34 0 13 22 0 7 23 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline plus Project Fri Jan 15, 2016 09:40:08 Page 2-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Trip Generation Report Forecast for am Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 1 Day Care Cen 1.00 Day Care Cente 59.00 53.00 59 53 112 79.4 Zone 1 Subtotal ............................. 59 53 112 79.4 -------------------------------------------------------------------------------- TOTAL .................................................. 59 53 112 79.4 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline plus Project Fri Jan 15, 2016 09:40:23 Page 2-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Trip Generation Report Forecast for pm Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 1 Day Care Cen 1.00 Day Care Cente 53.00 60.00 53 60 113 66.9 Zone 1 Subtotal ............................. 53 60 113 66.9 -------------------------------------------------------------------------------- TOTAL .................................................. 53 60 113 66.9 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline plus Project Fri Jan 15, 2016 09:40:08 Page 3-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Trip Generation Report Forecast for am approved Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 2 Campbell Riv 1.00 Residential 2.00 15.00 2 15 17 12.1 Zone 2 Subtotal ............................. 2 15 17 12.1 3 Campbell Riv 1.00 Retail 6.00 3.00 6 3 9 6.4 Zone 3 Subtotal ............................. 6 3 9 6.4 4 S. San Tomas 1.00 Single Family 1.00 2.00 1 2 3 2.1 Zone 4 Subtotal ............................. 1 2 3 2.1 -------------------------------------------------------------------------------- TOTAL .................................................. 9 20 29 20.6 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline plus Project Fri Jan 15, 2016 09:40:23 Page 3-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Trip Generation Report Forecast for pm approved Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 2 Campbell Riv 1.00 Residential 11.00 5.00 11 5 16 9.5 Zone 2 Subtotal ............................. 11 5 16 9.5 3 Campbell Riv 1.00 Retail 17.00 19.00 17 19 36 21.3 Zone 3 Subtotal ............................. 17 19 36 21.3 4 S. San Tomas 1.00 Single Family 3.00 1.00 3 1 4 2.4 Zone 4 Subtotal ............................. 3 1 4 2.4 -------------------------------------------------------------------------------- TOTAL .................................................. 31 25 56 33.1 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline plus Project Fri Jan 15, 2016 09:40:10 Page 4-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Prospect Road-Campbell Avenue/Saratoga Avenue ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.623 Loss Time (sec): 12 Average Delay (sec/veh): 50.3 Optimal Cycle: 54 Level Of Service: D ******************************************************************************** Street Name: Saratoga Avenue Campbell Avenue/Prospect Road 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 85 664 138 150 594 376 215 461 54 332 927 92 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: 85 664 138 150 594 376 215 461 54 332 927 92 Added Vol: 0 0 9 0 0 0 0 9 0 8 12 0 N SJ Approv: 2 17 2 0 1 0 0 1 0 0 1 0 Initial Fut: 87 681 149 150 595 376 215 471 54 340 940 92 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.00 0.93 0.93 0.00 0.93 0.93 0.00 0.93 0.93 0.00 PHF Volume: 93 731 0 161 638 0 231 505 0 365 1009 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 731 0 161 638 0 231 505 0 365 1009 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 93 731 0 161 638 0 231 505 0 365 1009 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 1750 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.13 0.00 0.05 0.11 0.00 0.13 0.13 0.00 0.12 0.27 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.21 0.00 0.08 0.19 0.00 0.21 0.34 0.00 0.30 0.43 0.00 Volume/Cap: 0.57 0.62 0.00 0.62 0.57 0.00 0.62 0.39 0.00 0.39 0.62 0.00 Delay/Veh: 74.5 59.0 0.0 75.7 59.1 0.0 60.6 40.3 0.0 45.0 36.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 74.5 59.0 0.0 75.7 59.1 0.0 60.6 40.3 0.0 45.0 36.7 0.0 LOS by Move: E E A E E A E D A D D A HCM2k95thQ: 11 21 0 11 18 0 21 17 0 15 32 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline plus Project Fri Jan 15, 2016 09:40:28 Page 4-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Prospect Road-Campbell Avenue/Saratoga Avenue ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.648 Loss Time (sec): 12 Average Delay (sec/veh): 53.8 Optimal Cycle: 57 Level Of Service: D ******************************************************************************** Street Name: Saratoga Avenue Campbell Avenue/Prospect Road 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 150 728 331 340 609 282 294 962 134 288 564 131 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: 150 728 331 340 609 282 294 962 134 288 564 131 Added Vol: 0 0 8 0 0 0 0 11 0 9 10 0 N SJ Approv: 0 1 4 4 13 3 0 0 0 1 0 0 Initial Fut: 150 729 343 344 622 285 294 973 134 298 574 131 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.98 0.98 0.00 0.98 0.98 0.00 0.98 0.98 0.00 0.98 0.98 0.00 PHF Volume: 153 743 0 351 634 0 300 992 0 304 585 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 153 743 0 351 634 0 300 992 0 304 585 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 153 743 0 351 634 0 300 992 0 304 585 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 1750 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.13 0.00 0.11 0.11 0.00 0.17 0.26 0.00 0.10 0.15 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.20 0.00 0.17 0.21 0.00 0.29 0.40 0.00 0.15 0.26 0.00 Volume/Cap: 0.53 0.65 0.00 0.65 0.53 0.00 0.59 0.65 0.00 0.65 0.59 0.00 Delay/Veh: 63.2 60.0 0.0 64.5 56.8 0.0 50.4 39.6 0.0 67.3 52.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.2 60.0 0.0 64.5 56.8 0.0 50.4 39.6 0.0 67.3 52.5 0.0 LOS by Move: E E A E E A D D A E D A HCM2k95thQ: 15 21 0 19 18 0 24 33 0 16 22 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline plus Project Fri Jan 15, 2016 09:40:10 Page 5-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga En ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.499 Loss Time (sec): 9 Average Delay (sec/veh): 14.6 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name:El Paseo de Saratoga Entrance/Wes Campbell Avenue 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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 3 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 23 7 34 24 10 46 67 593 37 54 1271 60 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: 23 7 34 24 10 46 67 593 37 54 1271 60 Added Vol: 0 0 0 0 0 0 0 18 0 0 20 0 N SJ Approv: 0 0 0 0 0 0 0 3 0 0 1 0 Initial Fut: 23 7 34 24 10 46 67 614 37 54 1292 60 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 26 8 38 27 11 51 75 685 41 60 1442 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 8 38 27 11 51 75 685 41 60 1442 67 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: 26 8 38 27 11 51 75 685 41 60 1442 67 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.78 0.22 1.00 0.72 0.28 1.00 1.00 3.00 1.00 1.00 1.90 0.10 Final Sat.: 1367 416 1750 1265 527 1750 1750 5700 1750 1750 3618 168 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.02 0.02 0.03 0.04 0.12 0.02 0.03 0.40 0.40 Crit Moves: **** **** **** Green/Cycle: 0.06 0.06 0.06 0.06 0.06 0.06 0.09 0.65 0.65 0.24 0.80 0.80 Volume/Cap: 0.30 0.30 0.35 0.34 0.34 0.47 0.50 0.19 0.04 0.15 0.50 0.50 Delay/Veh: 73.2 73.2 73.8 72.6 72.6 74.3 72.6 11.4 10.3 48.6 5.7 5.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.2 73.2 73.8 72.6 72.6 74.3 72.6 11.4 10.3 48.6 5.7 5.7 LOS by Move: E E E E E E E B B D A A HCM2k95thQ: 4 4 5 4 4 6 7 9 2 5 22 22 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline plus Project Fri Jan 15, 2016 09:40:28 Page 5-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga En ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.479 Loss Time (sec): 9 Average Delay (sec/veh): 29.8 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name:El Paseo de Saratoga Entrance/Wes Campbell Avenue 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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 3 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 62 39 132 113 37 173 176 1298 124 95 724 130 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: 62 39 132 113 37 173 176 1298 124 95 724 130 Added Vol: 0 0 0 0 0 0 0 19 0 0 19 0 N SJ Approv: 0 0 0 0 0 0 0 8 0 0 1 0 Initial Fut: 62 39 132 113 37 173 176 1325 124 95 744 130 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: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 65 41 138 118 39 181 184 1385 130 99 777 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 41 138 118 39 181 184 1385 130 99 777 136 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: 65 41 138 118 39 181 184 1385 130 99 777 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.63 0.37 1.00 0.77 0.23 1.00 1.00 3.00 1.00 1.00 1.68 0.32 Final Sat.: 1108 697 1750 1345 440 1750 1750 5700 1750 1750 3194 558 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.08 0.09 0.09 0.10 0.11 0.24 0.07 0.06 0.24 0.24 Crit Moves: **** **** **** Green/Cycle: 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.59 0.59 0.14 0.51 0.51 Volume/Cap: 0.27 0.27 0.37 0.41 0.41 0.48 0.48 0.41 0.13 0.41 0.48 0.48 Delay/Veh: 52.6 52.6 54.0 54.3 54.3 55.4 55.4 17.8 14.6 64.2 25.7 25.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.6 52.6 54.0 54.3 54.3 55.4 55.4 17.8 14.6 64.2 25.7 25.7 LOS by Move: D D D D D E E B B E C C HCM2k95thQ: 9 9 12 13 13 16 15 21 6 9 25 25 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline plus Project Fri Jan 15, 2016 09:40:11 Page 6-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campbell Avenue/Hamilton Avenue ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.451 Loss Time (sec): 9 Average Delay (sec/veh): 19.7 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: Campbell Avenue Campbell Ave Hamilton Ave 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: Ignore Include Ignore Include Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 2 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 793 0 87 0 0 0 0 254 413 46 603 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: 793 0 87 0 0 0 0 254 413 46 603 0 Added Vol: 16 0 0 0 0 0 0 1 18 0 4 0 N SJ Approv: 0 0 0 0 0 0 0 3 0 0 1 0 Initial Fut: 809 0 87 0 0 0 0 258 431 46 608 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 PHF Volume: 922 0 0 0 0 0 0 294 0 52 693 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 922 0 0 0 0 0 0 294 0 52 693 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 922 0 0 0 0 0 0 294 0 52 693 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.83 0.92 1.00 0.92 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 2.00 1.00 2.00 0.00 Final Sat.: 3150 0 1750 0 0 0 0 3800 3150 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.03 0.18 0.00 Crit Moves: **** **** **** Green/Cycle: 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00 0.09 0.25 0.00 Volume/Cap: 0.46 0.00 0.00 0.00 0.00 0.00 0.00 0.46 0.00 0.34 0.72 0.00 Delay/Veh: 7.8 0.0 0.0 0.0 0.0 0.0 0.0 30.6 0.0 35.7 29.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.8 0.0 0.0 0.0 0.0 0.0 0.0 30.6 0.0 35.7 29.8 0.0 LOS by Move: A A A A A A A C A D C A HCM2k95thQ: 13 0 0 0 0 0 0 6 0 3 17 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline plus Project Fri Jan 15, 2016 09:40:28 Page 6-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campbell Avenue/Hamilton Avenue ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.481 Loss Time (sec): 9 Average Delay (sec/veh): 22.7 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Campbell Avenue Campbell Ave Hamilton Ave 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: Ignore Include Ignore Include Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 1 1 0 2 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 506 0 64 0 0 0 1 517 1023 66 422 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: 506 0 64 0 0 0 1 517 1023 66 422 0 Added Vol: 18 0 0 0 0 0 0 3 16 0 1 0 N SJ Approv: 0 0 0 0 0 0 0 8 0 0 1 0 Initial Fut: 524 0 64 0 0 0 1 528 1039 66 424 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.00 0.98 0.98 0.98 0.98 0.98 0.00 0.98 0.98 0.98 PHF Volume: 536 0 0 0 0 0 1 540 0 68 434 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 536 0 0 0 0 0 1 540 0 68 434 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 536 0 0 0 0 0 1 540 0 68 434 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.83 0.92 1.00 0.92 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.01 1.99 2.00 1.00 2.00 0.00 Final Sat.: 3150 0 1750 0 0 0 7 3792 3150 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.00 0.00 0.00 0.00 0.00 0.14 0.14 0.00 0.04 0.11 0.00 Crit Moves: **** **** **** Green/Cycle: 0.35 0.00 0.00 0.00 0.00 0.00 0.30 0.33 0.00 0.20 0.24 0.00 Volume/Cap: 0.48 0.00 0.00 0.00 0.00 0.00 0.48 0.43 0.00 0.19 0.48 0.00 Delay/Veh: 20.5 0.0 0.0 0.0 0.0 0.0 23.4 21.1 0.0 26.7 26.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.5 0.0 0.0 0.0 0.0 0.0 23.4 21.1 0.0 26.7 26.7 0.0 LOS by Move: C A A A A A C C A C C A HCM2k95thQ: 12 0 0 0 0 0 10 10 0 3 10 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline plus Project Fri Jan 15, 2016 09:40:11 Page 7-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Campbell Avenue/Fallbrook Avenue-Northlawn Drive ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.671 Loss Time (sec): 12 Average Delay (sec/veh): 41.5 Optimal Cycle: 60 Level Of Service: D ******************************************************************************** Street Name: Fallbrook Avenue-Northlawn Drive Campbell Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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: 55 83 65 35 37 40 62 337 40 87 855 48 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: 55 83 65 35 37 40 62 337 40 87 855 48 Added Vol: 0 0 0 0 0 0 0 18 0 0 16 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 55 83 65 35 37 40 62 355 40 87 871 48 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: 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 PHF Volume: 75 114 89 48 51 55 85 486 55 119 1193 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 114 89 48 51 55 85 486 55 119 1193 66 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: 75 114 89 48 51 55 85 486 55 119 1193 66 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.28 0.39 0.33 0.32 0.31 0.37 1.00 1.78 0.22 1.00 1.89 0.11 Final Sat.: 490 739 579 562 594 642 1750 3386 381 1750 3585 198 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.15 0.09 0.09 0.09 0.05 0.14 0.14 0.07 0.33 0.33 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.13 0.13 0.13 0.07 0.39 0.39 0.18 0.50 0.50 Volume/Cap: 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.37 0.37 0.37 0.67 0.67 Delay/Veh: 60.4 60.4 60.4 74.1 74.1 74.1 85.5 35.4 35.4 58.1 31.4 31.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 60.4 60.4 60.4 74.1 74.1 74.1 85.5 35.4 35.4 58.1 31.4 31.4 LOS by Move: E E E E E E F D D E C C HCM2k95thQ: 24 24 24 16 16 16 9 17 17 10 38 38 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline plus Project Fri Jan 15, 2016 09:40:28 Page 7-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Campbell Avenue/Fallbrook Avenue-Northlawn Drive ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.506 Loss Time (sec): 12 Average Delay (sec/veh): 23.8 Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Street Name: Fallbrook Avenue-Northlawn Drive Campbell Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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: 32 26 77 29 24 9 19 1066 68 53 605 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: 32 26 77 29 24 9 19 1066 68 53 605 21 Added Vol: 0 0 0 0 0 0 0 16 0 0 18 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 32 26 77 29 24 9 19 1082 68 53 623 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 34 27 81 31 25 9 20 1139 72 56 656 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 27 81 31 25 9 20 1139 72 56 656 22 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: 34 27 81 31 25 9 20 1139 72 56 656 22 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.24 0.18 0.58 0.48 0.37 0.15 1.00 1.87 0.13 1.00 1.93 0.07 Final Sat.: 421 342 1014 844 699 262 1750 3557 224 1750 3666 124 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.08 0.04 0.04 0.04 0.01 0.32 0.32 0.03 0.18 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.16 0.16 0.07 0.07 0.07 0.14 0.63 0.63 0.06 0.56 0.56 Volume/Cap: 0.51 0.51 0.51 0.51 0.51 0.51 0.08 0.51 0.51 0.51 0.32 0.32 Delay/Veh: 63.1 63.1 63.1 74.8 74.8 74.8 60.5 16.1 16.1 76.3 19.0 19.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.1 63.1 63.1 74.8 74.8 74.8 60.5 16.1 16.1 76.3 19.0 19.0 LOS by Move: E E E E E E E B B E B B HCM2k95thQ: 14 14 14 8 8 8 2 27 27 6 16 16 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline plus Project Fri Jan 15, 2016 09:40:11 Page 8-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline plus Project ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #5 Campbell Avenue/Fulton Street******************************************************************************** Cycle (sec):80Critical Vol./Cap.(X):0.380 Loss Time (sec): 9Average Delay (sec/veh): 11.5 Optimal Cycle: 36Level Of Service:B ******************************************************************************** Street Name:Fulton StreetCampbell AvenueApproach: 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:IncludeIncludeIncludeIncludeMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 99 0 108 0 0 0 0 480 34 61 885 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: 99 0 108 0 0 0 0 480 34 61 885 0 Added Vol: 0 0 0 0 0 0 0 18 0 0 16 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 99 0 108 0 0 0 0 498 34 61 901 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: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 112 0 122 0 0 0 0 562 38 69 1017 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 0 122 0 0 0 0 562 38 69 1017 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: 112 0 122 0 0 0 0 562 38 69 1017 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.86 0.14 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 3538 242 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.07 0.00 0.00 0.00 0.00 0.16 0.16 0.04 0.27 0.00 Crit Moves:************Green/Cycle: 0.18 0.00 0.18 0.00 0.00 0.00 0.00 0.45 0.45 0.25 0.70 0.00 Volume/Cap: 0.35 0.00 0.38 0.00 0.00 0.00 0.00 0.35 0.35 0.16 0.38 0.00 Delay/Veh: 29.2 0.0 29.4 0.0 0.0 0.0 0.0 14.3 14.3 23.6 4.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.2 0.0 29.4 0.0 0.0 0.0 0.0 14.3 14.3 23.6 4.9 0.0 LOS by Move: C A C A A A A B B C A A HCM2k95thQ: 6 0 6 0 0 0 0 9 9 3 10 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline plus Project Fri Jan 15, 2016 09:40:28 Page 8-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline plus Project ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #5 Campbell Avenue/Fulton Street******************************************************************************** Cycle (sec):80Critical Vol./Cap.(X):0.469 Loss Time (sec): 9Average Delay (sec/veh):8.3 Optimal Cycle: 36Level Of Service:A ******************************************************************************** Street Name:Fulton StreetCampbell AvenueApproach: 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:IncludeIncludeIncludeIncludeMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 56 0 81 0 0 0 0 1071 61 80 698 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: 56 0 81 0 0 0 0 1071 61 80 698 0 Added Vol: 0 0 0 0 0 0 0 16 0 0 18 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 56 0 81 0 0 0 0 1087 61 80 716 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 59 0 85 0 0 0 0 1143 64 84 753 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 59 0 85 0 0 0 0 1143 64 84 753 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: 59 0 85 0 0 0 0 1143 64 84 753 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.89 0.11 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 3582 201 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.05 0.00 0.00 0.00 0.00 0.32 0.32 0.05 0.20 0.00 Crit Moves:******** ****Green/Cycle: 0.13 0.00 0.13 0.00 0.00 0.00 0.00 0.66 0.66 0.10 0.76 0.00 Volume/Cap: 0.27 0.00 0.39 0.00 0.00 0.00 0.00 0.48 0.48 0.48 0.26 0.00 Delay/Veh: 32.4 0.0 33.3 0.0 0.0 0.0 0.0 6.8 6.8 36.1 2.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.4 0.0 33.3 0.0 0.0 0.0 0.0 6.8 6.8 36.1 2.9 0.0 LOS by Move: C A C A A A A A A D A A HCM2k95thQ: 3 0 5 0 0 0 0 14 14 6 6 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline plus Project Fri Jan 15, 2016 09:40:11 Page 9-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Campbell Avenue/San Tomas Aquino Road ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.644 Loss Time (sec): 12 Average Delay (sec/veh): 51.0 Optimal Cycle: 56 Level Of Service: D ******************************************************************************** Street Name: San Tomas Aquino Road Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 166 442 158 119 249 84 108 343 86 200 745 91 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: 166 442 158 119 249 84 108 343 86 200 745 91 Added Vol: 12 0 2 0 0 12 11 16 11 1 18 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 178 442 160 119 249 96 119 359 97 201 763 91 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 202 502 182 135 283 109 135 407 110 228 866 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 502 182 135 283 109 135 407 110 228 866 103 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: 202 502 182 135 283 109 135 407 110 228 866 103 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.44 0.56 1.00 1.41 0.59 1.00 1.55 0.45 1.00 1.77 0.23 Final Sat.: 1750 2728 987 1750 2679 1033 1750 2938 794 1750 3364 401 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.18 0.18 0.08 0.11 0.11 0.08 0.14 0.14 0.13 0.26 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.29 0.29 0.12 0.19 0.19 0.12 0.27 0.27 0.25 0.40 0.40 Volume/Cap: 0.55 0.64 0.64 0.64 0.55 0.55 0.64 0.52 0.52 0.52 0.64 0.64 Delay/Veh: 57.9 51.4 51.4 73.9 59.0 59.0 73.9 50.3 50.3 52.6 39.8 39.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.9 51.4 51.4 73.9 59.0 59.0 73.9 50.3 50.3 52.6 39.8 39.8 LOS by Move: E D D E E E E D D D D D HCM2k95thQ: 18 27 27 15 17 17 15 20 20 18 32 32 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline plus Project Fri Jan 15, 2016 09:40:28 Page 9-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Campbell Avenue/San Tomas Aquino Road ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.709 Loss Time (sec): 12 Average Delay (sec/veh): 51.4 Optimal Cycle: 66 Level Of Service: D ******************************************************************************** Street Name: San Tomas Aquino Road Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 144 257 177 191 327 125 137 860 167 215 639 84 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: 144 257 177 191 327 125 137 860 167 215 639 84 Added Vol: 11 0 1 0 0 11 12 18 12 2 16 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 155 257 178 191 327 136 149 878 179 217 655 84 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: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 160 266 184 198 338 141 154 908 185 224 677 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 266 184 198 338 141 154 908 185 224 677 87 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: 160 266 184 198 338 141 154 908 185 224 677 87 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.14 0.86 1.00 1.38 0.62 1.00 1.64 0.36 1.00 1.76 0.24 Final Sat.: 1750 2169 1502 1750 2618 1089 1750 3111 634 1750 3336 428 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.12 0.12 0.11 0.13 0.13 0.09 0.29 0.29 0.13 0.20 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.17 0.17 0.16 0.19 0.19 0.18 0.41 0.41 0.18 0.41 0.41 Volume/Cap: 0.66 0.71 0.71 0.71 0.66 0.66 0.49 0.71 0.71 0.71 0.49 0.49 Delay/Veh: 72.3 66.1 66.1 71.9 62.0 62.0 60.3 40.6 40.6 68.8 34.8 34.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 72.3 66.1 66.1 71.9 62.0 62.0 60.3 40.6 40.6 68.8 34.8 34.8 LOS by Move: E E E E E E E D D E C C HCM2k95thQ: 17 21 21 20 21 21 14 38 38 20 24 24 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Baseline plus Project Fri Jan 15, 2016 09:40:11 Page 10-1 -------------------------------------------------------------------------------- AM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Campbell Avenue/San Tomas Expressway ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.671 Loss Time (sec): 12 Average Delay (sec/veh): 48.1 Optimal Cycle: 60 Level Of Service: D ******************************************************************************** Street Name: San Tomas Expressway Campbell Avenue 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 562 1630 112 145 998 327 349 376 393 113 466 309 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: 562 1630 112 145 998 327 349 376 393 113 466 309 Added Vol: 6 1 0 0 3 7 7 5 5 0 6 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 568 1631 112 145 1001 334 356 381 398 113 472 309 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.96 0.96 0.00 0.96 0.96 0.00 0.96 0.96 0.00 0.96 0.96 0.00 PHF Volume: 595 1708 0 152 1048 0 373 399 0 118 494 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 595 1708 0 152 1048 0 373 399 0 118 494 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 595 1708 0 152 1048 0 373 399 0 118 494 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.30 0.00 0.05 0.18 0.00 0.12 0.10 0.00 0.04 0.13 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.28 0.48 0.00 0.08 0.27 0.00 0.18 0.26 0.00 0.11 0.19 0.00 Volume/Cap: 0.67 0.63 0.00 0.63 0.67 0.00 0.67 0.40 0.00 0.35 0.67 0.00 Delay/Veh: 53.0 31.6 0.0 76.7 52.8 0.0 64.8 49.1 0.0 66.6 62.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.0 31.6 0.0 76.7 52.8 0.0 64.8 49.1 0.0 66.6 62.2 0.0 LOS by Move: D C A E D A E D A E E A HCM2k95thQ: 28 35 0 10 27 0 19 15 0 7 22 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Baseline plus Project Fri Jan 15, 2016 09:40:28 Page 10-1 -------------------------------------------------------------------------------- PM Peak Hour - Baseline plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Campbell Avenue/San Tomas Expressway ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.695 Loss Time (sec): 12 Average Delay (sec/veh): 50.5 Optimal Cycle: 64 Level Of Service: D ******************************************************************************** Street Name: San Tomas Expressway Campbell Avenue 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 530 1048 116 321 1327 350 232 562 504 98 497 192 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: 530 1048 116 321 1327 350 232 562 504 98 497 192 Added Vol: 5 3 0 0 3 8 7 6 6 0 5 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 535 1051 116 321 1330 358 239 568 510 98 502 192 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.00 PHF Volume: 563 1105 0 338 1399 0 251 597 0 103 528 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 563 1105 0 338 1399 0 251 597 0 103 528 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 563 1105 0 338 1399 0 251 597 0 103 528 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.19 0.00 0.11 0.25 0.00 0.08 0.16 0.00 0.03 0.14 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.39 0.00 0.22 0.35 0.00 0.11 0.25 0.00 0.07 0.20 0.00 Volume/Cap: 0.69 0.49 0.00 0.49 0.69 0.00 0.69 0.64 0.00 0.48 0.69 0.00 Delay/Veh: 56.4 36.7 0.0 55.5 45.4 0.0 73.9 55.4 0.0 73.4 62.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.4 36.7 0.0 55.5 45.4 0.0 73.9 55.4 0.0 73.4 62.3 0.0 LOS by Move: E D A E D A E E A E E A HCM2k95thQ: 27 24 0 17 34 0 13 23 0 7 23 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative Fri Jan 15, 2016 13:26:22 Page 2-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Prospect Road-Campbell Avenue/Saratoga Avenue ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.633 Loss Time (sec): 12 Average Delay (sec/veh): 50.6 Optimal Cycle: 55 Level Of Service: D ******************************************************************************** Street Name: Saratoga Avenue Campbell Avenue/Prospect Road 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 85 664 138 150 594 376 215 461 54 332 927 92 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 87 677 141 153 606 384 219 470 55 339 946 94 Added Vol: 0 0 0 0 0 0 0 1 0 0 4 0 N SJ Approv: 2 17 2 0 1 0 0 1 0 0 1 0 Initial Fut: 89 694 143 153 607 384 219 472 55 339 951 94 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.00 0.93 0.93 0.00 0.93 0.93 0.00 0.93 0.93 0.00 PHF Volume: 95 745 0 164 651 0 235 507 0 363 1020 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 745 0 164 651 0 235 507 0 363 1020 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 95 745 0 164 651 0 235 507 0 363 1020 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 1750 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.13 0.00 0.05 0.11 0.00 0.13 0.13 0.00 0.12 0.27 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.21 0.00 0.08 0.20 0.00 0.21 0.34 0.00 0.30 0.42 0.00 Volume/Cap: 0.58 0.63 0.00 0.63 0.58 0.00 0.63 0.39 0.00 0.39 0.63 0.00 Delay/Veh: 74.9 59.1 0.0 76.1 59.2 0.0 60.9 40.3 0.0 45.2 37.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 74.9 59.1 0.0 76.1 59.2 0.0 60.9 40.3 0.0 45.2 37.1 0.0 LOS by Move: E E A E E A E D A D D A HCM2k95thQ: 11 21 0 11 19 0 22 17 0 15 33 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative Fri Jan 15, 2016 13:26:30 Page 2-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Prospect Road-Campbell Avenue/Saratoga Avenue ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.655 Loss Time (sec): 12 Average Delay (sec/veh): 54.0 Optimal Cycle: 58 Level Of Service: D ******************************************************************************** Street Name: Saratoga Avenue Campbell Avenue/Prospect Road 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 150 728 331 340 609 282 294 962 134 288 564 131 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 153 743 338 347 621 288 300 981 137 294 575 134 Added Vol: 0 0 0 0 0 0 0 3 0 0 1 0 N SJ Approv: 0 1 4 4 13 3 0 0 0 1 0 0 Initial Fut: 153 744 342 351 634 291 300 984 137 295 576 134 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.98 0.98 0.00 0.98 0.98 0.00 0.98 0.98 0.00 0.98 0.98 0.00 PHF Volume: 156 758 0 358 646 0 306 1003 0 300 587 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 758 0 358 646 0 306 1003 0 300 587 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 156 758 0 358 646 0 306 1003 0 300 587 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 1750 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.13 0.00 0.11 0.11 0.00 0.17 0.26 0.00 0.10 0.15 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.17 0.20 0.00 0.17 0.21 0.00 0.29 0.40 0.00 0.15 0.26 0.00 Volume/Cap: 0.54 0.66 0.00 0.66 0.54 0.00 0.60 0.66 0.00 0.66 0.60 0.00 Delay/Veh: 63.2 60.0 0.0 64.6 56.7 0.0 50.7 39.8 0.0 68.0 53.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.2 60.0 0.0 64.6 56.7 0.0 50.7 39.8 0.0 68.0 53.2 0.0 LOS by Move: E E A E E A D D A E D A HCM2k95thQ: 15 22 0 19 18 0 25 34 0 16 22 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative Fri Jan 15, 2016 13:26:22 Page 3-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga En ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.504 Loss Time (sec): 9 Average Delay (sec/veh): 14.8 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name:El Paseo de Saratoga Entrance/Wes Campbell Avenue 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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 3 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 23 7 34 24 10 46 67 593 37 54 1271 60 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 23 7 35 24 10 47 68 605 38 55 1296 61 Added Vol: 0 0 0 0 0 0 0 1 0 0 4 0 N SJ Approv: 0 0 0 0 0 0 0 3 0 0 1 0 Initial Fut: 23 7 35 24 10 47 68 609 38 55 1301 61 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 26 8 39 27 11 52 76 680 42 61 1452 68 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 8 39 27 11 52 76 680 42 61 1452 68 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: 26 8 39 27 11 52 76 680 42 61 1452 68 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.78 0.22 1.00 0.72 0.28 1.00 1.00 3.00 1.00 1.00 1.90 0.10 Final Sat.: 1367 416 1750 1265 527 1750 1750 5700 1750 1750 3615 170 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.02 0.02 0.03 0.04 0.12 0.02 0.04 0.40 0.40 Crit Moves: **** **** **** Green/Cycle: 0.06 0.06 0.06 0.06 0.06 0.06 0.09 0.64 0.64 0.24 0.80 0.80 Volume/Cap: 0.31 0.31 0.35 0.35 0.35 0.48 0.51 0.18 0.04 0.15 0.51 0.51 Delay/Veh: 73.2 73.2 73.9 72.7 72.7 74.4 72.6 11.5 10.4 48.5 5.8 5.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.2 73.2 73.9 72.7 72.7 74.4 72.6 11.5 10.4 48.5 5.8 5.8 LOS by Move: E E E E E E E B B D A A HCM2k95thQ: 4 4 5 5 5 7 8 8 2 5 22 22 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative Fri Jan 15, 2016 13:26:30 Page 3-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga En ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.483 Loss Time (sec): 9 Average Delay (sec/veh): 30.1 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name:El Paseo de Saratoga Entrance/Wes Campbell Avenue 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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 3 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 62 39 132 113 37 173 176 1298 124 95 724 130 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 63 40 135 115 38 176 180 1324 126 97 738 133 Added Vol: 0 0 0 0 0 0 0 3 0 0 1 0 N SJ Approv: 0 0 0 0 0 0 0 8 0 0 1 0 Initial Fut: 63 40 135 115 38 176 180 1335 126 97 740 133 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: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 66 42 141 120 39 184 188 1395 132 101 774 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 42 141 120 39 184 188 1395 132 101 774 139 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: 66 42 141 120 39 184 188 1395 132 101 774 139 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.63 0.37 1.00 0.77 0.23 1.00 1.00 3.00 1.00 1.00 1.67 0.33 Final Sat.: 1108 697 1750 1345 440 1750 1750 5700 1750 1750 3181 570 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.08 0.09 0.09 0.11 0.11 0.24 0.08 0.06 0.24 0.24 Crit Moves: **** **** **** Green/Cycle: 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.59 0.59 0.14 0.50 0.50 Volume/Cap: 0.27 0.27 0.37 0.41 0.41 0.48 0.48 0.42 0.13 0.42 0.48 0.48 Delay/Veh: 52.4 52.4 53.8 54.0 54.0 55.2 55.2 18.2 14.8 64.1 26.2 26.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.4 52.4 53.8 54.0 54.0 55.2 55.2 18.2 14.8 64.1 26.2 26.2 LOS by Move: D D D D D E E B B E C C HCM2k95thQ: 9 9 12 14 14 16 16 21 6 9 25 25 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative Fri Jan 15, 2016 13:26:22 Page 4-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campbell Avenue/Hamilton Avenue ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.453 Loss Time (sec): 9 Average Delay (sec/veh): 19.9 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: Campbell Avenue Campbell Ave Hamilton Ave 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: Ignore Include Ignore Include Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 2 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 793 0 87 0 0 0 0 254 413 46 603 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 809 0 89 0 0 0 0 259 421 47 615 0 Added Vol: 0 0 0 0 0 0 0 1 0 0 4 0 N SJ Approv: 0 0 0 0 0 0 0 3 0 0 1 0 Initial Fut: 809 0 89 0 0 0 0 263 421 47 620 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 PHF Volume: 922 0 0 0 0 0 0 300 0 54 707 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 922 0 0 0 0 0 0 300 0 54 707 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 922 0 0 0 0 0 0 300 0 54 707 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.83 0.92 1.00 0.92 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 2.00 1.00 2.00 0.00 Final Sat.: 3150 0 1750 0 0 0 0 3800 3150 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.03 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00 0.09 0.26 0.00 Volume/Cap: 0.46 0.00 0.00 0.00 0.00 0.00 0.00 0.46 0.00 0.35 0.72 0.00 Delay/Veh: 7.9 0.0 0.0 0.0 0.0 0.0 0.0 30.5 0.0 35.7 29.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.9 0.0 0.0 0.0 0.0 0.0 0.0 30.5 0.0 35.7 29.8 0.0 LOS by Move: A A A A A A A C A D C A HCM2k95thQ: 13 0 0 0 0 0 0 7 0 4 18 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative Fri Jan 15, 2016 13:26:30 Page 4-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campbell Avenue/Hamilton Avenue ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.484 Loss Time (sec): 9 Average Delay (sec/veh): 22.7 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Campbell Avenue Campbell Ave Hamilton Ave 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: Ignore Include Ignore Include Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 1 1 0 2 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 506 0 64 0 0 0 1 517 1023 66 422 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 516 0 65 0 0 0 1 527 1043 67 430 0 Added Vol: 0 0 0 0 0 0 0 3 0 0 1 0 N SJ Approv: 0 0 0 0 0 0 0 8 0 0 1 0 Initial Fut: 516 0 65 0 0 0 1 538 1043 67 432 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.00 0.98 0.98 0.98 0.98 0.98 0.00 0.98 0.98 0.98 PHF Volume: 528 0 0 0 0 0 1 551 0 69 443 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 528 0 0 0 0 0 1 551 0 69 443 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 528 0 0 0 0 0 1 551 0 69 443 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.83 0.92 1.00 0.92 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.01 1.99 2.00 1.00 2.00 0.00 Final Sat.: 3150 0 1750 0 0 0 7 3792 3150 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.00 0.00 0.00 0.00 0.00 0.15 0.15 0.00 0.04 0.12 0.00 Crit Moves: **** **** **** Green/Cycle: 0.35 0.00 0.00 0.00 0.00 0.00 0.30 0.34 0.00 0.20 0.24 0.00 Volume/Cap: 0.48 0.00 0.00 0.00 0.00 0.00 0.48 0.43 0.00 0.19 0.48 0.00 Delay/Veh: 20.9 0.0 0.0 0.0 0.0 0.0 23.2 20.8 0.0 26.7 26.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.9 0.0 0.0 0.0 0.0 0.0 23.2 20.8 0.0 26.7 26.5 0.0 LOS by Move: C A A A A A C C A C C A HCM2k95thQ: 11 0 0 0 0 0 11 10 0 3 10 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative Fri Jan 15, 2016 13:26:23 Page 5-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #4 Campbell Avenue/Fallbrook Avenue-Northlawn Drive******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.678 Loss Time (sec): 12Average Delay (sec/veh): 42.1 Optimal Cycle: 61Level Of Service:D ******************************************************************************** Street Name: Fallbrook Avenue-Northlawn DriveCampbell AvenueApproach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:IncludeIncludeIncludeIncludeMin. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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: 55 83 65 35 37 40 62 337 40 87 855 48 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 56 85 66 36 38 41 63 344 41 89 872 49 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 56 85 66 36 38 41 63 344 41 89 872 49 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: 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 PHF Volume: 77 116 91 49 52 56 87 471 56 122 1195 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 116 91 49 52 56 87 471 56 122 1195 67 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: 77 116 91 49 52 56 87 471 56 122 1195 67 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.28 0.39 0.33 0.32 0.31 0.37 1.00 1.77 0.23 1.00 1.89 0.11 Final Sat.: 490 739 579 562 594 642 1750 3366 400 1750 3582 201 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.09 0.09 0.09 0.05 0.14 0.14 0.07 0.33 0.33 Crit Moves:******** ********Green/Cycle: 0.23 0.23 0.23 0.13 0.13 0.13 0.07 0.38 0.38 0.19 0.49 0.49 Volume/Cap: 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.37 0.37 0.37 0.68 0.68 Delay/Veh: 60.5 60.5 60.5 74.4 74.4 74.4 86.0 36.2 36.2 57.5 32.0 32.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 60.5 60.5 60.5 74.4 74.4 74.4 86.0 36.2 36.2 57.5 32.0 32.0 LOS by Move: E E E E E E F D D E C C HCM2k95thQ: 25 25 25 16 16 16 9 17 17 11 39 39 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative Fri Jan 15, 2016 13:26:30 Page 5-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #4 Campbell Avenue/Fallbrook Avenue-Northlawn Drive******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.511 Loss Time (sec): 12Average Delay (sec/veh): 24.1 Optimal Cycle: 49Level Of Service:C ******************************************************************************** Street Name: Fallbrook Avenue-Northlawn DriveCampbell AvenueApproach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:IncludeIncludeIncludeIncludeMin. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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: 32 26 77 29 24 9 19 1066 68 53 605 21 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 33 27 79 30 24 9 19 1087 69 54 617 21 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 27 79 30 24 9 19 1087 69 54 617 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 34 28 83 31 26 10 20 1145 73 57 650 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 28 83 31 26 10 20 1145 73 57 650 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: 34 28 83 31 26 10 20 1145 73 57 650 23 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.24 0.18 0.58 0.48 0.37 0.15 1.00 1.87 0.13 1.00 1.93 0.07 Final Sat.: 421 342 1014 844 699 262 1750 3554 227 1750 3662 127 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.08 0.04 0.04 0.04 0.01 0.32 0.32 0.03 0.18 0.18 Crit Moves: ************ ****Green/Cycle: 0.16 0.16 0.16 0.07 0.07 0.07 0.14 0.63 0.63 0.06 0.56 0.56 Volume/Cap: 0.51 0.51 0.51 0.51 0.51 0.51 0.08 0.51 0.51 0.51 0.32 0.32 Delay/Veh: 63.1 63.1 63.1 74.9 74.9 74.9 60.4 16.4 16.4 76.5 19.2 19.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.1 63.1 63.1 74.9 74.9 74.9 60.4 16.4 16.4 76.5 19.2 19.2 LOS by Move: E E E E E E E B B E B B HCM2k95thQ: 14 14 14 8 8 8 2 28 28 6 16 16 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative Fri Jan 15, 2016 13:26:23 Page 6-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Campbell Avenue/Fulton Street ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.382 Loss Time (sec): 9 Average Delay (sec/veh): 11.6 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: Fulton Street Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 99 0 108 0 0 0 0 480 34 61 885 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 101 0 110 0 0 0 0 490 35 62 903 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 101 0 110 0 0 0 0 490 35 62 903 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: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 114 0 124 0 0 0 0 553 39 70 1019 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 0 124 0 0 0 0 553 39 70 1019 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: 114 0 124 0 0 0 0 553 39 70 1019 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.86 0.14 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 3529 250 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.00 0.07 0.00 0.00 0.00 0.00 0.16 0.16 0.04 0.27 0.00 Crit Moves: **** **** **** Green/Cycle: 0.19 0.00 0.19 0.00 0.00 0.00 0.00 0.45 0.45 0.25 0.70 0.00 Volume/Cap: 0.35 0.00 0.38 0.00 0.00 0.00 0.00 0.35 0.35 0.16 0.38 0.00 Delay/Veh: 29.0 0.0 29.3 0.0 0.0 0.0 0.0 14.5 14.5 23.5 5.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.0 0.0 29.3 0.0 0.0 0.0 0.0 14.5 14.5 23.5 5.0 0.0 LOS by Move: C A C A A A A B B C A A HCM2k95thQ: 6 0 6 0 0 0 0 9 9 3 10 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative Fri Jan 15, 2016 13:26:30 Page 6-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Campbell Avenue/Fulton Street ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.473 Loss Time (sec): 9 Average Delay (sec/veh): 8.4 Optimal Cycle: 36 Level Of Service: A ******************************************************************************** Street Name: Fulton Street Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 56 0 81 0 0 0 0 1071 61 80 698 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 57 0 83 0 0 0 0 1092 62 82 712 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 57 0 83 0 0 0 0 1092 62 82 712 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 60 0 87 0 0 0 0 1149 65 86 749 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 0 87 0 0 0 0 1149 65 86 749 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: 60 0 87 0 0 0 0 1149 65 86 749 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.88 0.12 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 3579 204 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.05 0.00 0.00 0.00 0.00 0.32 0.32 0.05 0.20 0.00 Crit Moves: **** **** **** Green/Cycle: 0.13 0.00 0.13 0.00 0.00 0.00 0.00 0.66 0.66 0.10 0.76 0.00 Volume/Cap: 0.27 0.00 0.40 0.00 0.00 0.00 0.00 0.49 0.49 0.49 0.26 0.00 Delay/Veh: 32.4 0.0 33.4 0.0 0.0 0.0 0.0 6.9 6.9 36.1 2.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.4 0.0 33.4 0.0 0.0 0.0 0.0 6.9 6.9 36.1 2.9 0.0 LOS by Move: C A C A A A A A A D A A HCM2k95thQ: 3 0 5 0 0 0 0 14 14 6 6 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative Fri Jan 15, 2016 13:26:23 Page 7-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Campbell Avenue/San Tomas Aquino Road ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.643 Loss Time (sec): 12 Average Delay (sec/veh): 50.8 Optimal Cycle: 56 Level Of Service: D ******************************************************************************** Street Name: San Tomas Aquino Road Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 166 442 158 119 249 84 108 343 86 200 745 91 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 169 451 161 121 254 86 110 350 88 204 760 93 Added Vol: 0 0 2 0 0 0 0 0 0 1 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 169 451 163 121 254 86 110 350 88 205 760 93 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 192 512 185 138 288 97 125 397 100 233 863 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 192 512 185 138 288 97 125 397 100 233 863 105 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: 192 512 185 138 288 97 125 397 100 233 863 105 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.44 0.56 1.00 1.46 0.54 1.00 1.57 0.43 1.00 1.77 0.23 Final Sat.: 1750 2728 987 1750 2781 938 1750 2987 749 1750 3355 410 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.19 0.19 0.08 0.10 0.10 0.07 0.13 0.13 0.13 0.26 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.29 0.29 0.12 0.20 0.20 0.11 0.26 0.26 0.26 0.40 0.40 Volume/Cap: 0.52 0.64 0.64 0.64 0.52 0.52 0.64 0.52 0.52 0.52 0.64 0.64 Delay/Veh: 56.9 50.7 50.7 73.4 57.6 57.6 75.2 51.7 51.7 52.2 39.8 39.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.9 50.7 50.7 73.4 57.6 57.6 75.2 51.7 51.7 52.2 39.8 39.8 LOS by Move: E D D E E E E D D D D D HCM2k95thQ: 17 27 27 15 16 16 14 20 20 19 32 32 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative Fri Jan 15, 2016 13:26:30 Page 7-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Campbell Avenue/San Tomas Aquino Road ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.713 Loss Time (sec): 12 Average Delay (sec/veh): 51.3 Optimal Cycle: 67 Level Of Service: D ******************************************************************************** Street Name: San Tomas Aquino Road Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 144 257 177 191 327 125 137 860 167 215 639 84 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 147 262 181 195 334 128 140 877 170 219 652 86 Added Vol: 0 0 1 0 0 0 0 0 0 2 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 147 262 182 195 334 128 140 877 170 221 652 86 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: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 152 271 188 201 345 132 145 907 176 229 674 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 271 188 201 345 132 145 907 176 229 674 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: 152 271 188 201 345 132 145 907 176 229 674 89 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.14 0.86 1.00 1.41 0.59 1.00 1.65 0.35 1.00 1.75 0.25 Final Sat.: 1750 2169 1502 1750 2685 1027 1750 3138 609 1750 3325 437 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.12 0.12 0.12 0.13 0.13 0.08 0.29 0.29 0.13 0.20 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.18 0.18 0.16 0.20 0.20 0.17 0.41 0.41 0.18 0.42 0.42 Volume/Cap: 0.64 0.71 0.71 0.71 0.64 0.64 0.48 0.71 0.71 0.71 0.48 0.48 Delay/Veh: 71.2 66.0 66.0 71.9 60.5 60.5 61.3 41.4 41.4 68.8 34.2 34.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 71.2 66.0 66.0 71.9 60.5 60.5 61.3 41.4 41.4 68.8 34.2 34.2 LOS by Move: E E E E E E E D D E C C HCM2k95thQ: 16 22 22 21 21 21 14 38 38 20 23 23 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative Fri Jan 15, 2016 13:26:23 Page 8-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Campbell Avenue/San Tomas Expressway ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.679 Loss Time (sec): 12 Average Delay (sec/veh): 48.2 Optimal Cycle: 61 Level Of Service: D ******************************************************************************** Street Name: San Tomas Expressway Campbell Avenue 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 562 1630 112 145 998 327 349 376 393 113 466 309 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 573 1663 114 148 1018 334 356 384 401 115 475 315 Added Vol: 0 1 0 0 3 1 2 0 0 0 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 573 1664 114 148 1021 335 358 384 401 115 475 315 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.96 0.96 0.00 0.96 0.96 0.00 0.96 0.96 0.00 0.96 0.96 0.00 PHF Volume: 600 1742 0 155 1069 0 375 402 0 121 498 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 600 1742 0 155 1069 0 375 402 0 121 498 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 600 1742 0 155 1069 0 375 402 0 121 498 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.31 0.00 0.05 0.19 0.00 0.12 0.11 0.00 0.04 0.13 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.28 0.48 0.00 0.08 0.28 0.00 0.18 0.26 0.00 0.11 0.19 0.00 Volume/Cap: 0.68 0.64 0.00 0.64 0.68 0.00 0.68 0.41 0.00 0.36 0.68 0.00 Delay/Veh: 53.3 31.7 0.0 77.2 52.8 0.0 65.2 49.2 0.0 66.9 62.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.3 31.7 0.0 77.2 52.8 0.0 65.2 49.2 0.0 66.9 62.6 0.0 LOS by Move: D C A E D A E D A E E A HCM2k95thQ: 28 35 0 11 28 0 19 15 0 7 22 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative Fri Jan 15, 2016 13:26:30 Page 8-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Campbell Avenue/San Tomas Expressway ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.703 Loss Time (sec): 12 Average Delay (sec/veh): 50.6 Optimal Cycle: 65 Level Of Service: D ******************************************************************************** Street Name: San Tomas Expressway Campbell Avenue 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 530 1048 116 321 1327 350 232 562 504 98 497 192 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 541 1069 118 327 1354 357 237 573 514 100 507 196 Added Vol: 0 3 0 0 3 2 1 0 0 0 0 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 541 1072 118 327 1357 359 238 573 514 100 507 196 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.00 PHF Volume: 568 1127 0 344 1426 0 250 603 0 105 533 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 568 1127 0 344 1426 0 250 603 0 105 533 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 568 1127 0 344 1426 0 250 603 0 105 533 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.20 0.00 0.11 0.25 0.00 0.08 0.16 0.00 0.03 0.14 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.39 0.00 0.22 0.36 0.00 0.11 0.24 0.00 0.07 0.20 0.00 Volume/Cap: 0.70 0.50 0.00 0.50 0.70 0.00 0.70 0.65 0.00 0.49 0.70 0.00 Delay/Veh: 56.7 36.7 0.0 55.5 45.4 0.0 74.6 55.8 0.0 73.8 62.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.7 36.7 0.0 55.5 45.4 0.0 74.6 55.8 0.0 73.8 62.6 0.0 LOS by Move: E D A E D A E E A E E A HCM2k95thQ: 28 24 0 17 34 0 13 23 0 7 23 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative plus Project Fri Jan 15, 2016 09:28:35 Page 2-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative plus Project ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #1 Prospect Road-Campbell Avenue/Saratoga Avenue******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.636 Loss Time (sec): 12Average Delay (sec/veh): 50.6 Optimal Cycle: 55Level Of Service:D ******************************************************************************** Street Name:Saratoga AvenueCampbell Avenue/Prospect Road 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:IgnoreIgnoreIgnoreIgnoreMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 85 664 138 150 594 376 215 461 54 332 927 92 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 87 677 141 153 606 384 219 470 55 339 946 94 Added Vol: 0 0 9 0 0 0 0 9 0 8 12 0 N SJ Approv: 2 17 2 0 1 0 0 1 0 0 1 0 Initial Fut: 89 694 152 153 607 384 219 480 55 347 959 94 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.00 0.93 0.93 0.00 0.93 0.93 0.00 0.93 0.93 0.00 PHF Volume: 95 745 0 164 651 0 235 515 0 372 1028 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 745 0 164 651 0 235 515 0 372 1028 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 95 745 0 164 651 0 235 515 0 372 1028 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 1750 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.13 0.00 0.05 0.11 0.00 0.13 0.14 0.00 0.12 0.27 0.00 Crit Moves: **** ************Green/Cycle: 0.09 0.21 0.00 0.08 0.19 0.00 0.21 0.34 0.00 0.30 0.43 0.00 Volume/Cap: 0.59 0.64 0.00 0.64 0.59 0.00 0.64 0.40 0.00 0.40 0.64 0.00 Delay/Veh: 75.1 59.2 0.0 76.3 59.4 0.0 61.1 40.4 0.0 45.2 37.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 75.1 59.2 0.0 76.3 59.4 0.0 61.1 40.4 0.0 45.2 37.0 0.0 LOS by Move: E E A E E A E D A D D A HCM2k95thQ: 11 21 0 11 19 0 22 17 0 16 33 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative plus Project Fri Jan 15, 2016 09:29:07 Page 2-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative plus Project ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #1 Prospect Road-Campbell Avenue/Saratoga Avenue******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.661 Loss Time (sec): 12Average Delay (sec/veh): 54.1 Optimal Cycle: 59Level Of Service:D ******************************************************************************** Street Name:Saratoga AvenueCampbell Avenue/Prospect Road 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:IgnoreIgnoreIgnoreIgnoreMin. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 150 728 331 340 609 282 294 962 134 288 564 131 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 153 743 338 347 621 288 300 981 137 294 575 134 Added Vol: 0 0 8 0 0 0 0 11 0 9 10 0 N SJ Approv: 0 1 4 4 13 3 0 0 0 1 0 0 Initial Fut: 153 744 350 351 634 291 300 992 137 304 585 134 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.98 0.98 0.00 0.98 0.98 0.00 0.98 0.98 0.00 0.98 0.98 0.00 PHF Volume: 156 758 0 358 646 0 306 1011 0 310 597 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 758 0 358 646 0 306 1011 0 310 597 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 156 758 0 358 646 0 306 1011 0 310 597 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 1750 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.13 0.00 0.11 0.11 0.00 0.17 0.27 0.00 0.10 0.16 0.00 Crit Moves: **** ******** ****Green/Cycle: 0.16 0.20 0.00 0.17 0.21 0.00 0.29 0.40 0.00 0.15 0.26 0.00 Volume/Cap: 0.54 0.66 0.00 0.66 0.54 0.00 0.60 0.66 0.00 0.66 0.60 0.00 Delay/Veh: 63.5 60.3 0.0 64.9 57.0 0.0 50.8 39.9 0.0 67.8 52.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.5 60.3 0.0 64.9 57.0 0.0 50.8 39.9 0.0 67.8 52.8 0.0 LOS by Move: E E A E E A D D A E D A HCM2k95thQ: 15 22 0 20 18 0 25 34 0 16 22 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative plus Project Fri Jan 15, 2016 09:28:35 Page 3-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga En ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.509 Loss Time (sec): 9 Average Delay (sec/veh): 14.6 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name:El Paseo de Saratoga Entrance/Wes Campbell Avenue 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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 3 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 23 7 34 24 10 46 67 593 37 54 1271 60 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 23 7 35 24 10 47 68 605 38 55 1296 61 Added Vol: 0 0 0 0 0 0 0 18 0 0 20 0 N SJ Approv: 0 0 0 0 0 0 0 3 0 0 1 0 Initial Fut: 23 7 35 24 10 47 68 626 38 55 1317 61 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 26 8 39 27 11 52 76 699 42 61 1470 68 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 8 39 27 11 52 76 699 42 61 1470 68 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: 26 8 39 27 11 52 76 699 42 61 1470 68 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.78 0.22 1.00 0.72 0.28 1.00 1.00 3.00 1.00 1.00 1.90 0.10 Final Sat.: 1367 416 1750 1265 527 1750 1750 5700 1750 1750 3618 168 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.02 0.02 0.03 0.04 0.12 0.02 0.04 0.41 0.41 Crit Moves: **** **** **** Green/Cycle: 0.06 0.06 0.06 0.06 0.06 0.06 0.09 0.65 0.65 0.23 0.80 0.80 Volume/Cap: 0.31 0.31 0.35 0.35 0.35 0.48 0.51 0.19 0.04 0.15 0.51 0.51 Delay/Veh: 73.2 73.2 73.9 72.7 72.7 74.4 72.9 11.2 10.1 49.1 5.8 5.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.2 73.2 73.9 72.7 72.7 74.4 72.9 11.2 10.1 49.1 5.8 5.8 LOS by Move: E E E E E E E B B D A A HCM2k95thQ: 4 4 5 5 5 7 8 9 2 5 23 23 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative plus Project Fri Jan 15, 2016 09:29:07 Page 3-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campbell Avenue/Westgate Shopping Center-El Paseo de Saratoga En ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.488 Loss Time (sec): 9 Average Delay (sec/veh): 30.0 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name:El Paseo de Saratoga Entrance/Wes Campbell Avenue 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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 3 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 62 39 132 113 37 173 176 1298 124 95 724 130 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 63 40 135 115 38 176 180 1324 126 97 738 133 Added Vol: 0 0 0 0 0 0 0 19 0 0 19 0 N SJ Approv: 0 0 0 0 0 0 0 8 0 0 1 0 Initial Fut: 63 40 135 115 38 176 180 1351 126 97 758 133 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: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 66 42 141 120 39 184 188 1412 132 101 793 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 42 141 120 39 184 188 1412 132 101 793 139 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: 66 42 141 120 39 184 188 1412 132 101 793 139 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.63 0.37 1.00 0.77 0.23 1.00 1.00 3.00 1.00 1.00 1.68 0.32 Final Sat.: 1108 697 1750 1345 440 1750 1750 5700 1750 1750 3194 558 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.08 0.09 0.09 0.11 0.11 0.25 0.08 0.06 0.25 0.25 Crit Moves: **** **** **** Green/Cycle: 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.59 0.59 0.14 0.51 0.51 Volume/Cap: 0.28 0.28 0.37 0.42 0.42 0.49 0.49 0.42 0.13 0.42 0.49 0.49 Delay/Veh: 52.7 52.7 54.1 54.4 54.4 55.5 55.6 18.0 14.6 64.3 25.9 25.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.7 52.7 54.1 54.4 54.4 55.5 55.6 18.0 14.6 64.3 25.9 25.9 LOS by Move: D D D D D E E B B E C C HCM2k95thQ: 9 9 12 14 14 16 16 22 6 9 26 26 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative plus Project Fri Jan 15, 2016 09:28:35 Page 4-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campbell Avenue/Hamilton Avenue ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.460 Loss Time (sec): 9 Average Delay (sec/veh): 19.9 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: Campbell Avenue Campbell Ave Hamilton Ave 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: Ignore Include Ignore Include Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 2 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 793 0 87 0 0 0 0 254 413 46 603 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 809 0 89 0 0 0 0 259 421 47 615 0 Added Vol: 16 0 0 0 0 0 0 1 18 0 4 0 N SJ Approv: 0 0 0 0 0 0 0 3 0 0 1 0 Initial Fut: 825 0 89 0 0 0 0 263 439 47 620 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 PHF Volume: 941 0 0 0 0 0 0 300 0 54 707 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 941 0 0 0 0 0 0 300 0 54 707 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 941 0 0 0 0 0 0 300 0 54 707 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.83 0.92 1.00 0.92 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 2.00 1.00 2.00 0.00 Final Sat.: 3150 0 1750 0 0 0 0 3800 3150 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.03 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00 0.09 0.25 0.00 Volume/Cap: 0.47 0.00 0.00 0.00 0.00 0.00 0.00 0.47 0.00 0.35 0.73 0.00 Delay/Veh: 7.9 0.0 0.0 0.0 0.0 0.0 0.0 30.7 0.0 35.7 30.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.9 0.0 0.0 0.0 0.0 0.0 0.0 30.7 0.0 35.7 30.2 0.0 LOS by Move: A A A A A A A C A D C A HCM2k95thQ: 13 0 0 0 0 0 0 7 0 4 18 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative plus Project Fri Jan 15, 2016 09:29:07 Page 4-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campbell Avenue/Hamilton Avenue ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.491 Loss Time (sec): 9 Average Delay (sec/veh): 22.7 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Campbell Avenue Campbell Ave Hamilton Ave 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: Ignore Include Ignore Include Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 1 1 0 2 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 506 0 64 0 0 0 1 517 1023 66 422 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 516 0 65 0 0 0 1 527 1043 67 430 0 Added Vol: 18 0 0 0 0 0 0 3 16 0 1 0 N SJ Approv: 0 0 0 0 0 0 0 8 0 0 1 0 Initial Fut: 534 0 65 0 0 0 1 538 1059 67 432 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.00 0.98 0.98 0.98 0.98 0.98 0.00 0.98 0.98 0.98 PHF Volume: 547 0 0 0 0 0 1 551 0 69 443 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 547 0 0 0 0 0 1 551 0 69 443 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 547 0 0 0 0 0 1 551 0 69 443 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.83 0.92 1.00 0.92 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.01 1.99 2.00 1.00 2.00 0.00 Final Sat.: 3150 0 1750 0 0 0 7 3792 3150 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.00 0.00 0.00 0.00 0.00 0.15 0.15 0.00 0.04 0.12 0.00 Crit Moves: **** **** **** Green/Cycle: 0.35 0.00 0.00 0.00 0.00 0.00 0.30 0.33 0.00 0.20 0.24 0.00 Volume/Cap: 0.49 0.00 0.00 0.00 0.00 0.00 0.49 0.44 0.00 0.20 0.49 0.00 Delay/Veh: 20.6 0.0 0.0 0.0 0.0 0.0 23.5 21.1 0.0 26.9 26.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.6 0.0 0.0 0.0 0.0 0.0 23.5 21.1 0.0 26.9 26.7 0.0 LOS by Move: C A A A A A C C A C C A HCM2k95thQ: 12 0 0 0 0 0 11 10 0 3 10 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative plus Project Fri Jan 15, 2016 09:28:35 Page 5-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative plus Project ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #4 Campbell Avenue/Fallbrook Avenue-Northlawn Drive******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.684 Loss Time (sec): 12Average Delay (sec/veh): 41.9 Optimal Cycle: 62Level Of Service:D ******************************************************************************** Street Name: Fallbrook Avenue-Northlawn DriveCampbell AvenueApproach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:IncludeIncludeIncludeIncludeMin. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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: 55 83 65 35 37 40 62 337 40 87 855 48 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 56 85 66 36 38 41 63 344 41 89 872 49 Added Vol: 0 0 0 0 0 0 0 18 0 0 16 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 56 85 66 36 38 41 63 362 41 89 888 49 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: 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 PHF Volume: 77 116 91 49 52 56 87 496 56 122 1217 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 116 91 49 52 56 87 496 56 122 1217 67 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: 77 116 91 49 52 56 87 496 56 122 1217 67 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.28 0.39 0.33 0.32 0.31 0.37 1.00 1.78 0.22 1.00 1.89 0.11 Final Sat.: 490 739 579 562 594 642 1750 3385 382 1750 3585 198 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.09 0.09 0.09 0.05 0.15 0.15 0.07 0.34 0.34 Crit Moves:******** ********Green/Cycle: 0.23 0.23 0.23 0.13 0.13 0.13 0.07 0.39 0.39 0.18 0.50 0.50 Volume/Cap: 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.38 0.38 0.38 0.68 0.68 Delay/Veh: 61.0 61.0 61.0 75.0 75.0 75.0 86.8 35.6 35.6 58.2 31.8 31.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.0 61.0 61.0 75.0 75.0 75.0 86.8 35.6 35.6 58.2 31.8 31.8 LOS by Move: E E E E E E F D D E C C HCM2k95thQ: 25 25 25 17 17 17 9 17 17 11 39 39 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative plus Project Fri Jan 15, 2016 09:29:07 Page 5-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative plus Project ConditionsTraffic Impact Analysis for 1625 W Campbell AveCity of Campbell-------------------------------------------------------------------------------- Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)******************************************************************************** Intersection #4 Campbell Avenue/Fallbrook Avenue-Northlawn Drive******************************************************************************** Cycle (sec):160Critical Vol./Cap.(X):0.516 Loss Time (sec): 12Average Delay (sec/veh): 23.9 Optimal Cycle: 49Level Of Service:C ******************************************************************************** Street Name: Fallbrook Avenue-Northlawn DriveCampbell AvenueApproach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:IncludeIncludeIncludeIncludeMin. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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: 32 26 77 29 24 9 19 1066 68 53 605 21 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 33 27 79 30 24 9 19 1087 69 54 617 21 Added Vol: 0 0 0 0 0 0 0 16 0 0 18 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 27 79 30 24 9 19 1103 69 54 635 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 34 28 83 31 26 10 20 1161 73 57 669 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 28 83 31 26 10 20 1161 73 57 669 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: 34 28 83 31 26 10 20 1161 73 57 669 23 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.24 0.18 0.58 0.48 0.37 0.15 1.00 1.87 0.13 1.00 1.93 0.07 Final Sat.: 421 342 1014 844 699 262 1750 3557 224 1750 3666 124 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.08 0.04 0.04 0.04 0.01 0.33 0.33 0.03 0.18 0.18 Crit Moves: ************ ****Green/Cycle: 0.16 0.16 0.16 0.07 0.07 0.07 0.13 0.63 0.63 0.06 0.56 0.56 Volume/Cap: 0.52 0.52 0.52 0.52 0.52 0.52 0.09 0.52 0.52 0.52 0.33 0.33 Delay/Veh: 63.4 63.4 63.4 75.2 75.2 75.2 60.8 16.2 16.2 76.8 18.9 18.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.4 63.4 63.4 75.2 75.2 75.2 60.8 16.2 16.2 76.8 18.9 18.9 LOS by Move: E E E E E E E B B E B B HCM2k95thQ: 14 14 14 8 8 8 2 28 28 6 16 16 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative plus Project Fri Jan 15, 2016 09:28:35 Page 6-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Campbell Avenue/Fulton Street ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.388 Loss Time (sec): 9 Average Delay (sec/veh): 11.5 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: Fulton Street Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 99 0 108 0 0 0 0 480 34 61 885 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 101 0 110 0 0 0 0 490 35 62 903 0 Added Vol: 0 0 0 0 0 0 0 18 0 0 16 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 101 0 110 0 0 0 0 508 35 62 919 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: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 114 0 124 0 0 0 0 573 39 70 1037 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 0 124 0 0 0 0 573 39 70 1037 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: 114 0 124 0 0 0 0 573 39 70 1037 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.86 0.14 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 3538 242 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.00 0.07 0.00 0.00 0.00 0.00 0.16 0.16 0.04 0.27 0.00 Crit Moves: **** **** **** Green/Cycle: 0.18 0.00 0.18 0.00 0.00 0.00 0.00 0.46 0.46 0.25 0.70 0.00 Volume/Cap: 0.36 0.00 0.39 0.00 0.00 0.00 0.00 0.35 0.35 0.16 0.39 0.00 Delay/Veh: 29.2 0.0 29.5 0.0 0.0 0.0 0.0 14.2 14.2 23.8 4.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.2 0.0 29.5 0.0 0.0 0.0 0.0 14.2 14.2 23.8 4.9 0.0 LOS by Move: C A C A A A A B B C A A HCM2k95thQ: 6 0 7 0 0 0 0 9 9 3 10 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative plus Project Fri Jan 15, 2016 09:29:07 Page 6-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Campbell Avenue/Fulton Street ******************************************************************************** Cycle (sec): 80 Critical Vol./Cap.(X): 0.478 Loss Time (sec): 9 Average Delay (sec/veh): 8.4 Optimal Cycle: 36 Level Of Service: A ******************************************************************************** Street Name: Fulton Street Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 56 0 81 0 0 0 0 1071 61 80 698 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 57 0 83 0 0 0 0 1092 62 82 712 0 Added Vol: 0 0 0 0 0 0 0 16 0 0 18 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 57 0 83 0 0 0 0 1108 62 82 730 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: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 60 0 87 0 0 0 0 1166 65 86 768 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 0 87 0 0 0 0 1166 65 86 768 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: 60 0 87 0 0 0 0 1166 65 86 768 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.89 0.11 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 3582 201 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.05 0.00 0.00 0.00 0.00 0.33 0.33 0.05 0.20 0.00 Crit Moves: **** **** **** Green/Cycle: 0.13 0.00 0.13 0.00 0.00 0.00 0.00 0.66 0.66 0.10 0.76 0.00 Volume/Cap: 0.27 0.00 0.40 0.00 0.00 0.00 0.00 0.49 0.49 0.49 0.26 0.00 Delay/Veh: 32.4 0.0 33.4 0.0 0.0 0.0 0.0 6.9 6.9 36.2 2.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.4 0.0 33.4 0.0 0.0 0.0 0.0 6.9 6.9 36.2 2.9 0.0 LOS by Move: C A C A A A A A A D A A HCM2k95thQ: 3 0 5 0 0 0 0 14 14 6 6 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative plus Project Fri Jan 15, 2016 09:28:35 Page 7-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Campbell Avenue/San Tomas Aquino Road ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.657 Loss Time (sec): 12 Average Delay (sec/veh): 51.4 Optimal Cycle: 58 Level Of Service: D ******************************************************************************** Street Name: San Tomas Aquino Road Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 166 442 158 119 249 84 108 343 86 200 745 91 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 169 451 161 121 254 86 110 350 88 204 760 93 Added Vol: 12 0 2 0 0 12 11 16 11 1 18 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 181 451 163 121 254 98 121 366 99 205 778 93 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 206 512 185 138 288 111 138 415 112 233 883 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 512 185 138 288 111 138 415 112 233 883 105 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: 206 512 185 138 288 111 138 415 112 233 883 105 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.44 0.56 1.00 1.41 0.59 1.00 1.55 0.45 1.00 1.77 0.23 Final Sat.: 1750 2728 987 1750 2681 1031 1750 2939 793 1750 3364 401 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.19 0.19 0.08 0.11 0.11 0.08 0.14 0.14 0.13 0.26 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.29 0.29 0.12 0.19 0.19 0.12 0.27 0.27 0.25 0.40 0.40 Volume/Cap: 0.56 0.66 0.66 0.66 0.56 0.56 0.66 0.53 0.53 0.53 0.66 0.66 Delay/Veh: 58.2 51.8 51.8 74.6 59.2 59.2 74.7 50.5 50.5 52.9 40.2 40.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.2 51.8 51.8 74.6 59.2 59.2 74.7 50.5 50.5 52.9 40.2 40.2 LOS by Move: E D D E E E E D D D D D HCM2k95thQ: 19 27 27 15 17 17 15 20 20 19 33 33 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative plus Project Fri Jan 15, 2016 09:29:07 Page 7-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Campbell Avenue/San Tomas Aquino Road ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.723 Loss Time (sec): 12 Average Delay (sec/veh): 51.8 Optimal Cycle: 69 Level Of Service: D ******************************************************************************** Street Name: San Tomas Aquino Road Campbell Avenue 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 144 257 177 191 327 125 137 860 167 215 639 84 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 147 262 181 195 334 128 140 877 170 219 652 86 Added Vol: 11 0 1 0 0 11 12 18 12 2 16 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 158 262 182 195 334 139 152 895 182 221 668 86 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: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 163 271 188 201 345 143 157 926 189 229 691 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 271 188 201 345 143 157 926 189 229 691 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: 163 271 188 201 345 143 157 926 189 229 691 89 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.14 0.86 1.00 1.38 0.62 1.00 1.64 0.36 1.00 1.76 0.24 Final Sat.: 1750 2169 1502 1750 2619 1088 1750 3112 634 1750 3335 428 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.12 0.12 0.12 0.13 0.13 0.09 0.30 0.30 0.13 0.21 0.21 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.17 0.17 0.16 0.19 0.19 0.18 0.41 0.41 0.18 0.41 0.41 Volume/Cap: 0.68 0.72 0.72 0.72 0.68 0.68 0.50 0.72 0.72 0.72 0.50 0.50 Delay/Veh: 73.1 66.6 66.6 72.9 62.4 62.4 60.5 41.1 41.1 69.7 34.9 34.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.1 66.6 66.6 72.9 62.4 62.4 60.5 41.1 41.1 69.7 34.9 34.9 LOS by Move: E E E E E E E D D E C C HCM2k95thQ: 17 22 22 21 22 22 15 39 39 20 24 24 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA AM Cumulative plus Project Fri Jan 15, 2016 09:28:35 Page 8-1 -------------------------------------------------------------------------------- AM Peak Hour - Cumulative plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Campbell Avenue/San Tomas Expressway ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.685 Loss Time (sec): 12 Average Delay (sec/veh): 48.4 Optimal Cycle: 62 Level Of Service: D ******************************************************************************** Street Name: San Tomas Expressway Campbell Avenue 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 562 1630 112 145 998 327 349 376 393 113 466 309 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 573 1663 114 148 1018 334 356 384 401 115 475 315 Added Vol: 6 1 0 0 3 7 7 5 5 0 6 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 579 1664 114 148 1021 341 363 389 406 115 481 315 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.96 0.96 0.00 0.96 0.96 0.00 0.96 0.96 0.00 0.96 0.96 0.00 PHF Volume: 607 1742 0 155 1069 0 380 407 0 121 504 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 607 1742 0 155 1069 0 380 407 0 121 504 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 607 1742 0 155 1069 0 380 407 0 121 504 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.31 0.00 0.05 0.19 0.00 0.12 0.11 0.00 0.04 0.13 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.28 0.48 0.00 0.08 0.27 0.00 0.18 0.26 0.00 0.11 0.19 0.00 Volume/Cap: 0.68 0.64 0.00 0.64 0.68 0.00 0.68 0.41 0.00 0.36 0.68 0.00 Delay/Veh: 53.4 31.9 0.0 77.3 53.2 0.0 65.3 49.0 0.0 66.9 62.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.4 31.9 0.0 77.3 53.2 0.0 65.3 49.0 0.0 66.9 62.7 0.0 LOS by Move: D C A E D A E D A E E A HCM2k95thQ: 29 36 0 11 28 0 19 15 0 7 22 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA PM Cumulative plus Project Fri Jan 15, 2016 09:29:07 Page 8-1 -------------------------------------------------------------------------------- PM Peak Hour - Cumulative plus Project Conditions Traffic Impact Analysis for 1625 W Campbell Ave City of Campbell -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Campbell Avenue/San Tomas Expressway ******************************************************************************** Cycle (sec): 160 Critical Vol./Cap.(X): 0.709 Loss Time (sec): 12 Average Delay (sec/veh): 50.9 Optimal Cycle: 66 Level Of Service: D ******************************************************************************** Street Name: San Tomas Expressway Campbell Avenue 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: Ignore Ignore Ignore Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 530 1048 116 321 1327 350 232 562 504 98 497 192 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 541 1069 118 327 1354 357 237 573 514 100 507 196 Added Vol: 5 3 0 0 3 8 7 6 6 0 5 0 N SJ Approv: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 546 1072 118 327 1357 365 244 579 520 100 512 196 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.00 PHF Volume: 574 1127 0 344 1426 0 256 609 0 105 538 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 574 1127 0 344 1426 0 256 609 0 105 538 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 574 1127 0 344 1426 0 256 609 0 105 538 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.20 0.00 0.11 0.25 0.00 0.08 0.16 0.00 0.03 0.14 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.39 0.00 0.22 0.35 0.00 0.11 0.25 0.00 0.07 0.20 0.00 Volume/Cap: 0.71 0.50 0.00 0.50 0.71 0.00 0.71 0.65 0.00 0.49 0.71 0.00 Delay/Veh: 56.9 36.9 0.0 55.6 45.8 0.0 74.6 55.6 0.0 73.8 62.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.9 36.9 0.0 55.6 45.8 0.0 74.6 55.6 0.0 73.8 62.8 0.0 LOS by Move: E D A E D A E E A E E A HCM2k95thQ: 28 24 0 17 35 0 14 23 0 7 24 0 ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to W-TRANS, Santa Rosa, CA LAWRENCE ROSS, TRUSTEE ROSS LIVING TRUST dba L & R RENTALS 1620 LA PRADERA DRIVE CAMPBELL, CA 95008 408.499.6604 March 20, 2019 VIA EMAIL Daniel Fama, Senior Planner City of Campbell Community Development Department 70 N First Street Campbell, CA 95008 RE: File No. PLN2019-50, Springbridge International School Dear Mr. Fama: I received your March 15 courtesy notice about the above-referenced application. As an immediately adjoining landowner, I am writing to express my concern about the proposed modification to the CUP, which proposes to allow up to 100 daycare age students at the daycare center. I am the owner of the building at 1620 La Pradera Drive in Campbell, and have been so for approximately 20 years. I operate my real estate investment and management business at this location, and I decided to purchase in this location because the surrounding neighborhood was comprised of a mix of compatible office and residential use. The previous change in use of the building where the daycare operates, from office use to daycare, has already impacted the noise level in the neighborhood, and has affected my property particularly. The proposed increase in capacity at the daycare center (more than doubling the currently approved daycare use) would significantly increase the noise level at that location, rising to the level of a nuisance to my property and my business. In the course of my business, I engage in multiple telephone calls and meetings on a daily basis. An increase in the amount of noise emanating from the daycare facility would impact my ability to conduct my business in a professional manner. The children play outside frequently, and while the children are playing normally the noise level is tolerable. However, because of the nature of this particular daycare facility (bi-lingual education), the instructors often use outside play-time to lead the children in language drills in unison, which leads to a noticeable rise in the decibel level. In those circumstances, I can easily hear the children chanting while I’m inside my building. If the daycare capacity is doubled, it will be extremely difficult to engage in my professional activities inside my own building because of the increase in noise generated by 100 children playing outside. Attachment 8 Daniel Fama, Senior Planner March 20, 2019 Page 2 I remain willing to discuss my concerns with you as the process moves forward. Please keep me informed of any meetings or hearings on this matter so that I may express my concerns on the record. Thank you. Sincerely, /s/ LAWRENCE ROSS