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10-03-07-JOINT PC/CC
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10-03-07-JOINT PC/CC
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Last modified
11/13/2015 8:51:14 AM
Creation date
9/27/2007 9:02:32 AM
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<br />HCM Unsignalized Intersection Capacity Analysis <br />6: CR E & N. Dvwy <br /> <br />9/17/2007 <br /> <br />./- <br /> <br />- <br /> <br />"). <br /> <br />.f <br /> <br />- <br /> <br />'- <br /> <br />"'\ <br /> <br />t <br /> <br />~ <br /> <br />\. <br /> <br />~ <br /> <br />..; <br /> <br /> <br />Si9n Control Free Free <br />Grade ()O!O <br />Peak Hour Faclor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Hourly flow rale (vph) 1086 57 31 <br />Pedestrians <br />lane Widlh (ft) <br />Walking Speed (ftls) <br />Percent Blockage .. <br />Right lurn flare (veh) 2 <br />Median type <br />Median slorage veh) <br />Upstream signal (it) <br />pX, platoon unblocked 0.95 0.95 0.95 0.95 0.95 0.95 <br />vC, conflicting volume 756 1142 1943 <br />vC1. stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu. unblocked vol 640 1142 243 <br />tC, single (5) 4.1 4.1 <br />tC, 2 slage (s) <br />tF (s) <br />pO queue free % 99 95 40 98 85 100 100 <br />eM capacity (veh/h) <br />Volume T alaI <br />Volume Left 6 31 0 0 48 10 <br />Volume Right j) 0 68 3 <br />cSH 894 607 1700 1700 188 122 <br />Volume to Capacity , 0.01 <br />Queue Length 951h (ft) 0 4 0 0 88 9 <br />Control Delay (s) . 11.2 52.9 38.1 <br />Lane LOS A B F E <br />Approach Delay (s) fr.G 52.9 38.1' <br />Approach LOS F E <br />Intersection Capacity UtirlZalion' ICU leveJ:ofService . <br />Analysis Period <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Synchro 7 - Report <br /> <br />T:\ 1931 \01\Augusl 07 -Updale\Synchro\Existing-2007.syn <br />
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