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TJ KM <br /> Transportation <br /> Consu Itants <br /> Intersection Level of Service Analysis— Existing Conditions <br /> Table I below summarizes peak hour levels of service at the study intersection under Existing <br /> Conditions. LOS worksheets are provided in Appendix C. Under Existing Conditions,the <br /> EI Camino ReaUOakwood Drive/Dumbarton Avenue intersection is operating at LOS C or better <br /> during the peak hours. These service levels are within acceptable City of Redwood City LOS <br /> standards. <br /> Table I: Peak Hour Intersection Levels of Service— Existing Conditions <br /> Existing Conditions <br /> Intersection Control A.M. Peak Hour School P.M. P.M. <br /> Peak Hour Peak Hour <br /> Delay LOS Delay LOS Delay LOS <br /> EI Camino Real/ <br /> Oakwood Drive/ Signal 3 I.0 C I 6.3 B 20.8 C <br /> Dumbarton Avenue <br /> Notes: Delay=Average control delay in seconds per vehicle, LOS= Level of Service <br /> Left-turn queue lengths on EI Camino Real at the study intersection were also analyzed for the <br /> three peak hours by comparing the 95ih-percentile queue lengths with the left-turn storage length <br /> provided. The longest left-turn queues occur during the p.m. peak hour, when the northbound <br /> queue of approximately 150 feet and the southbound queue of approximately 170 feet are <br /> accommodated within the available storage lengths of 200 feet and I 95 feet, respectively. <br /> Dra ft Report— Tra�c Impad Study for Assisted Living Facility Development at 2808 EI Camino Real Page 9 <br /> in the City of Redwood City March 12, 2012 <br />