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Attachment A <br />Existing PM <br />MovementEBLEBTWBTWBRSBLSBR <br />Lane Configurations <br />Traffic Volume (veh/h)351475655353545 <br />Future Volume (Veh/h)351475655353545 <br />Sign ControlFreeFreeStop <br />Grade0%0%0% <br />Peak Hour Factor0.980.980.980.980.980.98 <br />Hourly flow rate (vph)361505668363646 <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)10471133 <br />pX, platoon unblocked0.970.680.97 <br />vC, conflicting volume7041510352 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol629587265 <br />tC, single (s)4.26.97.0 <br />tC, 2 stage (s) <br />tF (s)2.23.53.3 <br />p0 queue free %968793 <br />cM capacity (veh/h)913285707 <br />Direction, Lane #EB 1EB 2EB 3WB 1WB 2SB 1SB 2 <br />Volume Total367527524452593646 <br />Volume Left360000360 <br />Volume Right000036046 <br />cSH9131700170017001700285707 <br />Volume to Capacity0.040.440.440.260.150.130.07 <br />Queue Length 95th (ft)30000115 <br />Control Delay (s)9.10.00.00.00.019.510.4 <br />Lane LOSACB <br />Approach Delay (s)0.20.014.4 <br />Approach LOSB <br />Intersection Summary <br />Average Delay 0.6 <br />Intersection Capacity Utilization 50.8%ICU Level of Service A <br />Analysis Period (min)15 <br />Kimley-HornPage 2 <br /> <br />