Laserfiche WebLink
HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 3 - <br /> 6: Blevvett Road & Welty Road 5/27/2005 <br /> --* -*\ try <br /> Lane Configurations ►� j, <br /> Otto <br /> Grade 0% 0% 0% <br /> �' �f7/Il''4'• ry r �( � � d#"'R 7 a�vJ7"''b `�Sy-�.� i". ix,; .:;^ <br /> . •, A � 3��.^ v.i. K .�+9.$t R'i a�i'ea'kjy„ „ .�C`Y�'.t_l..'�k:. � .3 T+'4 - <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Pedestrians <br /> 433 <br /> Walking Speed (fUs) <br /> Right turn flare (veh) <br /> Median storage veh) <br /> pX, platoon unblocked <br /> vC1, stage 1 cont vol <br /> < <br /> vCu, unblocked vol 104 93 178 <br /> p0 queue free % 81 10_0 100 �a <br /> Volume Left 172 �1 0 0 <br /> cSH 894_ 1398 17001 1700 <br /> a r`r <br /> Queue Length 95th (ft) 18 0 0 0 <br /> Lane LOS " A A <br /> Approach LOS A <br /> Average Delay 4.8 <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 6 <br />