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<br />3200 Hopyard Road Redevelopment – Transportation Assessment <br />January 2, 2024 <br />14 <br /> <br />INTERSECTION LEVEL OF SERVICE ANALYSIS – APPROVED AND APPROVED PLUS PROJECT CONDITIONS <br />This section describes the operational characteristics of the roadway network under Approved and Approved plus Project Conditions. Approved plus Project Conditions consist of Approved traffic <br />volumes and roadway facilities plus new traffic generated by the proposed project. Approved <br />Conditions traffic volumes are shown in Figure 5, and Approved plus Project Conditions are shown in Figure 6. <br />Table 6 summarizes the results of the level of service analysis using the Synchro 11 software program for Approved and Approved plus Project Conditions. <br />Under Approved Conditions, all intersections would operate at acceptable LOS C or better during both <br />peak hours. <br />With the addition of project traffic under Approved plus Project Conditions, all intersections would continue to operate at acceptable LOS C or better during both peak hours. Thus, traffic operation impacts from the proposed development are anticipated to be within acceptable parameters with <br />respect to the City of Pleasanton General Plan (i.e., considered negligible effect to roadway operations). <br />LOS reports are provided Appendix D and Appendix E, for both scenarios respectively. <br />Table 7: Intersection Level of Service Analysis – Approved plus Project Conditions <br />No Intersection Control <br />Type <br />Peak <br />Hour <br />Approved Conditions Approved Plus <br />Project Conditions Change <br />in Delay <br />(S/Veh) Delay <br />(S/Veh) <br />Delay- <br />Based <br />LOS <br />Delay <br />(S/Veh) <br />Delay- <br />Based <br />LOS <br />1 Hopyard Rd. & Valley <br />Ave. Signal a.m. 25.6 C 25.6 C 0.0 <br />p.m. 30.1 C 30.3 C 0.2 <br />2 Hopyard Rd. & S. <br />Valley Trails Dr. Signal a.m. 12.5 B 13.0 B 0.5 <br />p.m. 15.8 B 16.0 B 0.2 <br />3 Hopyard Rd. & N. <br />Valley Trails Dr. Signal a.m. 9.9 A 9.9 A 0.0 <br />p.m. 7.3 A 7.3 A 0.0 <br />4 Hopyard Rd. & West <br />Las Positas Blvd. Signal a.m. 29.1 C 29.1 C 0.0 <br />p.m. 29.6 C 29.8 C 0.2 <br />5 Valley Trails Dr. & Site <br />Entrance OWSC a.m. - - 9.4 A - <br />p.m. - - 9.4 A - <br />Note: <br />Delay = Average control delay in seconds per vehicle, <br />LOS = Level of Service. <br />Reported values are overall for signalized intersections. <br />