Laserfiche WebLink
Attachment A <br />Existing AM <br />MovementEBLEBTWBTWBRSBLSBR <br />Lane Configurations <br />Traffic Volume (veh/h)15355745353015 <br />Future Volume (Veh/h)15355745353015 <br />Sign ControlFreeFreeStop <br />Grade0%0%0% <br />Peak Hour Factor0.960.960.960.960.960.96 <br />Hourly flow rate (vph)16370776363116 <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 volume8121011406 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol694904267 <br />tC, single (s)4.26.97.0 <br />tC, 2 stage (s) <br />tF (s)2.23.53.3 <br />p0 queue free %988898 <br />cM capacity (veh/h)845256691 <br />Direction, Lane #EB 1EB 2EB 3WB 1WB 2SB 1SB 2 <br />Volume Total161851855172953116 <br />Volume Left160000310 <br />Volume Right000036016 <br />cSH8451700170017001700256691 <br />Volume to Capacity0.020.110.110.300.170.120.02 <br />Queue Length 95th (ft)10000102 <br />Control Delay (s)9.30.00.00.00.021.010.3 <br />Lane LOSACB <br />Approach Delay (s)0.40.017.4 <br />Approach LOSC <br />Intersection Summary <br />Average Delay 0.8 <br />Intersection Capacity Utilization 31.7%ICU Level of Service A <br />Analysis Period (min)15 <br />Kimley-HornPage 2 <br /> <br />