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Home My WebLink AboutApplication Files_82693_pg0390 11: Chapel Rd & Site Driveway HCM Unsignalized Intersection Capacity Analysis r2015 Build Weekday PM Peak Hour Lane Configurations , :Sign Contrfli Free Free Stop ._ . �: _:.. i Grade 0% 0% 0% Volume{veh/tij _. 175 10 1 230 � RN � Peak Hour Factor 0.92 0.92 0..92 0.92 0.92 0.92 sourly flow rate( ' .r 190 1 1 ti?5Q .60 y Pedestrians Lane,Width Walking Speed(ft/s) ri - Percent Blockage - � __ 4� Right turn flare(veh) Median type ,. ., f� _. :, Median storage veh) Upstream signal(ft) 102 � �,� ` pX, platoon unblocked sgg '.vC, conflicting volume 2Q1 E01 . .= _ vC1,stage 1 conf vol f vC2, sfge 2 conf vCu, unblocked vol 201 448 196 tC 2 stage(s) p0 queue free % 100 89 100 cM capacity a _�� ti� " VolumeTotal. . :-. M ;x. Volume Left 0 1 60 IN Volume Rigg _ . 1 s cSH 1700 1371 571 Vo(orne`to Capa�i M ., 0 Queue Length 95th (ft) 0 0 } 9 Control Delay,(s) .{ 4. _0 ..0 : fr w Lane LOS A B Ap _. proach Delay(s) Approach LOS B Average Delay 1.4 Intersection Capacity Utilizatibn�� _ , 22.9% ICU Level of Service , ti . �.._ - Analysis Period (min) 15 f, .. J:\72189.10\techlTraffic\synchro\2015 B-PM.sy7 Synchro 6 Report VHB, Inc.