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<br />3200 Hopyard Road Redevelopment – Transportation Assessment <br />January 2, 2024 <br />6 <br /> <br />Table 4: Level of Service Definitions for Stop Controlled Intersections <br />LOS Definition Control Delay <br />Range (s/veh) <br />A Usually no conflicting traffic. Drivers can easily find gaps in traffic to maneuver. v/c is <br />low. ≤ 10 <br />B Occasionally some delay due to conflicting traffic. Drivers can find gaps in traffic. v/c is <br />low. ≤ 15 <br />C There is some noticeable delay due to conflicting traffic. Drivers are still able to find <br />gaps in traffic. ≤ 25 <br />D Drivers experience delay due to less gaps in traffic to maneuver. Lane group v/c creeps <br />closer to 1.0. ≤ 35 <br />E Delay approaches driver tolerance levels. Drivers will occasionally find gaps in traffic to <br />maneuver. Lane group v/c approaches 1.0. ≤ 50 <br />F Delay exceed driver tolerance levels or v/c exceeds 1.0 or both. > 50 <br />Source: Transportation Research Board’s (TRB) Highway Capacity Manual 2000 <br />INTERSECTION LEVEL OF SERVICE STANDARDS <br />Although level of service is no longer used for identifying impacts under CEQA, level of service analysis is still used for determining consistency with adopted agency plans and standards. The City of Pleasanton General Plan (2009) establishes a target of LOS D for intersections outside Downtown and <br />gateway intersections. For the purpose of this analysis, LOS D is considered “acceptable”/”desirable,” <br />and any degradation in LOS was considered an inconsistency with the General Plan. <br />