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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 3 <br /> 7: SR 132 & McCracken Road 5/27/2005 <br /> t F t t 1* 4 1 *I <br /> BT <br /> Lane Configurations Vi T* $, <br /> — � - <br /> Grade <br /> �Yel � � <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> � - <br /> Pedestrians <br /> — Walking Speed (ft/s) <br /> 06 <br /> Right turn flare (veh) <br /> Median storage veh) ' <br /> vC1, stag�ee.Y1�c�oynyf vol <br /> _ g�vyCu,Aunblocked vol � 864 m_216� ��� 1096 1093 214 1096 1095 864 <br /> tC, 2 stage (s) <br /> p0 queue free % 100 100 97 99 gg gg gg gg <br /> ,111 1 IF 111 <br /> Volume:�.RLReft 1 0 7 0 5 1 <br /> sUM�5`�,h..�'a :,. <br /> cSH 779 1700 1353 1700 2765 270 <br /> Queue Length 95th (ft) 0 0 0 0 3 2 <br /> Lane LOS A A _C C <br /> Approach LOS C C <br /> Average Delay 0.3 <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 7 <br /> r <br />