Laserfiche WebLink
INTERSECTION: 5 ALTERNATIVE: Cumulative Conditions <br />INTERSECTION NAME: Main Street/Town and Country Road <br />NORTHISOUTH: Main Street <br />EASTIWEST: Town and Country Road <br />Right <br />Cumulative Conditions <br />AM Peak Hour <br />PM Peak Hour <br />Turn <br /># of Turn Lanegroup <br />Mvmt. <br />Lanes <br />Cond. <br />Capacity <br />Vol. <br />VIC <br />Vol. <br />VIC <br />NBL <br />2.0 <br />3,200 <br />53 <br />0.02 <br />69 <br />0.02 <br />NBT <br />3.0 <br />5,100 <br />962 <br />0.19 <br />1,188 <br />0.23 <br />NBR <br />1.0 <br />P <br />1,600 <br />160 <br />0.00 <br />238 <br />0.00 <br />SBL <br />2.0 <br />3,200 <br />269 <br />0.08 <br />519 <br />0.16 <br />SBT <br />3.0 <br />5,100 <br />1,149 <br />0.23 <br />1,114 <br />0.22 <br />SBR <br />1.0 <br />0 <br />1,600 <br />33 <br />0.00 <br />120 <br />0.00 <br />EBL <br />1.0 <br />1,600 <br />21 <br />0.01 <br />132 <br />0.08 <br />EBT <br />2.0 <br />3,400 <br />70 <br />0.02 <br />157 <br />0.05 <br />EBR <br />1.0 <br />0 <br />1,600 <br />69 <br />0.02 <br />141 <br />0.04 <br />WBL <br />1.0 <br />1,600 <br />296 <br />0.19 <br />229 <br />0.14 <br />WBT <br />2.0 <br />3,400 <br />69 <br />0.02 <br />108 <br />0.03 <br />WBR <br />2.0 <br />0 <br />3,200 <br />498 <br />0.05 <br />458 <br />0.00 <br />N/S Critical Movements <br />0.27 <br />0.40 <br />E/W Critical Movements <br />0.21 <br />0.19 <br />Right Turn Critical Movement <br />0.07 <br />0.04 <br />Clearance Interval <br />0.05 <br />0.05 <br />ICU <br />0.603 <br />0.676 <br />Level of Service (LOS) <br />B <br />B <br />Notes: ICU - Intersection Capacity Utilization <br />V/C - Volume to Capacity Ratio <br />Right Turn Conditions: <br />F -Free Right Turn <br />0 -Overlap Phase <br />P - Permitted Right Turn <br />N - No Right Turn on Red <br />D:AProjects\RE - 2525 Main Street\Analysis Offset September 2019 RevisedAICU Worksheet 2VCumul 5 <br />