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Evening Peak Hour Congestion Levels <br />At the 135 study intersections, traffic volumes collectively decrease by about 1,560 vehicles per <br />hour (VPH) during the evening peak hour when the Foothill Road widening is removed from the <br />1996 General Plan Roadway Network. Traffic collectively decreases by about 545 VPH at the <br />37 intersections in the City with 35 seconds or more of average delay, and decreases by about <br />1,015 VPH at the 98 other study intersections when the road widening is removed from the <br />network. <br /> <br />Due to the number of possible roadway alternative combinations, the resulting LOS calculations <br />will be performed based on future traffic model runs based on a more refined roadway network <br />alternatives combination. The above traffic increases or decreases may occur on non-critical <br />approaches to many intersections and have little impact on congestion at the intersections. <br /> <br />Afternoon School Traffic <br />Significant congestion occurs along Foothill Road approaching and adjacent to Foothill High <br />School in the afternoon as school lets out (prior to the P.M. peak hour). Traffic backups to <br />West Las Positas Boulevard and to the south for several blocks are not uncommon. This <br />impacts High School traffic, motorists trying to get to Lydiksen Elementary and all other <br />motorists in the area. Widening Foothill road to four lanes from West Las Positas Boulevard to <br />South Muirwood Drive would allow local drivers to pass the stopped northbound and <br />southbound queues near the High School. This would significantly reduce travel time along <br />Foothill Road without requiring significant widening north of West Las Positas Boulevard. <br /> <br />Traffic Safety <br />Widening sections of Foothill Road between South Muirwood Drive and Castlewood Drive to <br />provide a 2-way left turn lane and bike lanes / paved shoulders, is not recognized by the traffic <br />model as capacity enhancing. With or without these features, the roadway is modeled based on <br />the two through lanes. However, this widening would significantly improve motor-vehicle, <br />pedestrian and bicycle safety along Foothill Road in areas that currently have no shoulders, <br />limited sight distance, and no left turn storage. <br /> <br />3. Hopyard Road Widening - Valley Avenue to Del Valle Parkway <br /> <br />Proposed Widening/History <br /> <br />The 1996 General Plan Roadway Network assumed that between the years 2000 and 2005, <br />Hopyard Road would be widened to be a 4-lane divided roadway between Valley Avenue and <br />Division Street. The General Plan also shows the intersection of Hopyard Road at Del Valle <br />Parkway having a future traffic signal. The 1996 General Plan Roadway Network traffic model <br />included these roadway features and the intersection lane geometry shown in Figure III-7. <br /> <br />SR 05:027 <br />Page 42 <br /> <br /> <br />