Laserfiche WebLink
HCM Unsignalized Intersection Capacity Analysis <br />6: 4th Ave & High St <br />1I 9/22/2011 <br />Movement <br />EBL <br />EBT <br />EBR <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />NBR <br />SBL <br />SBT <br />SBR <br />Lane Configurations <br />Sign Control <br />Stop <br />Stop <br />Stop <br />Stop <br />Volume (vph) <br />20 <br />125 <br />6 <br />23 <br />91 <br />3 <br />43 <br />85 <br />78 <br />11 <br />42 <br />43 <br />Peak Hour Factor <br />0.80 <br />0.80 <br />0.80 <br />0.80 <br />0.80 <br />0.80 <br />0.80 <br />0.80 <br />0.80 <br />0.80 <br />0.80 <br />0.80 <br />Hourly flow rate (vph) <br />25 <br />156 <br />8 <br />29 <br />114 <br />4 <br />54 <br />106 <br />98 <br />14 <br />52 <br />54 <br />Direction, Lane # <br />EB 1 <br />WB 1 <br />WB 2 <br />NB 1 <br />SB 1 <br />Volume Total (vph) <br />189 <br />29 <br />118 <br />258 <br />120 <br />Volume Left (vph) <br />25 <br />29 <br />0 <br />54 <br />14 <br />Volume Right (vph) <br />8 <br />0 <br />4 <br />98 <br />54 <br />Hadj (s) <br />0.09 <br />0.50 <br />0.03 <br />-0.15 <br />-0.20 <br />Departure Headway (s) <br />5.3 <br />6.2 <br />5.7 <br />4.8 <br />5.0 <br />Degree Utilization, x <br />0.28 <br />0.05 <br />0.19 <br />0.35 <br />0.17 <br />Capacity (veh /h) <br />630 <br />536 <br />581 <br />702 <br />658 <br />Control Delay (s) <br />10.3 <br />8.3 <br />8.8 <br />10.4 <br />9.0 <br />Approach Delay (s) <br />10.3 <br />8.7 <br />10.4 <br />9.0 <br />Approach LOS <br />B <br />A <br />B <br />A <br />Intersection Summar <br />Delay 9.8 <br />HCM Level of Service A <br />Intersection Capacity Utilization 41.2% ICU Level of Service A <br />Analysis Period (min) 15 <br />EWEB Master Plan 12:00 pm 5/24/2011 Year 2031 Background Conditions - Weekday AM Peak Hour Synchro 7 - Report <br />TST Page 6 <br />