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Attachment A <br />Opening Year Build AM <br />MovementEBLEBTWBTWBRSBLSBR <br />Lane Configurations <br />Traffic Volume (veh/h)903607708510590 <br />Future Volume (Veh/h)903607708510590 <br />Sign ControlFreeFreeStop <br />Grade0%0%0% <br />Peak Hour Factor0.960.960.960.960.960.96 <br />Hourly flow rate (vph)943758028910994 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh) <br />Median typeNoneNone <br />Median storage veh) <br />Upstream signal (ft)10531133 <br />pX, platoon unblocked0.950.950.95 <br />vC, conflicting volume8911178401 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol7791081263 <br />tC, single (s)4.26.97.0 <br />tC, 2 stage (s) <br />tF (s)2.23.53.3 <br />p0 queue free %883886 <br />cM capacity (veh/h)786176696 <br />Direction, Lane #EB 1EB 2EB 3WB 1WB 2WB 3SB 1SB 2 <br />Volume Total941881884014018910994 <br />Volume Left94000001090 <br />Volume Right0000089094 <br />cSH78617001700170017001700176696 <br />Volume to Capacity0.120.110.110.240.240.050.620.14 <br />Queue Length 95th (ft)10000008612 <br />Control Delay (s)10.20.00.00.00.00.053.811.0 <br />Lane LOSBFB <br />Approach Delay (s)2.00.034.0 <br />Approach LOSD <br />Intersection Summary <br />Average Delay 5.0 <br />Intersection Capacity Utilization 42.1%ICU Level of Service A <br />Analysis Period (min)15 <br />Kimley-HornPage 2 <br /> <br />