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INTERSECTION: 5 ALTERNATIVE: Existing Conditions <br />INTERSECTION NAME: Main Street/Town and Country Road <br />NORTHISOUTH: Main Street <br />EASTIWEST: Town and Country Road <br />Right <br />Existing <br />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 />49 <br />0.02 <br />66 <br />0.02 <br />NBT <br />3.0 <br />5,100 <br />860 <br />0.17 <br />1,101 <br />0.22 <br />NBR <br />1.0 <br />P <br />1,600 <br />140 <br />0.00 <br />187 <br />0.00 <br />SBL <br />2.0 <br />3,200 <br />262 <br />0.08 <br />401 <br />0.13 <br />SBT <br />3.0 <br />5,100 <br />1,075 <br />0.21 <br />1,025 <br />0.20 <br />SBR <br />1.0 <br />0 <br />1,600 <br />31 <br />0.00 <br />118 <br />0.00 <br />EBL <br />1.0 <br />1,600 <br />21 <br />0.01 <br />128 <br />0.08 <br />EBT <br />2.0 <br />3,400 <br />64 <br />0.02 <br />136 <br />0.04 <br />EBR <br />1.0 <br />0 <br />1,600 <br />68 <br />0.02 <br />139 <br />0.05 <br />WBL <br />1.0 <br />1,600 <br />271 <br />0.17 <br />195 <br />0.12 <br />WBT <br />2.0 <br />3,400 <br />52 <br />0.02 <br />99 <br />0.03 <br />WBR <br />2.0 <br />0 <br />3,200 <br />378 <br />0.02 <br />414 <br />0.00 <br />N/S Critical Movements <br />0.25 <br />0.34 <br />E/W Critical Movements <br />0.19 <br />0.16 <br />Right Turn Critical Movement <br />0.05 <br />0.05 <br />Clearance Interval <br />0.05 <br />ICU <br />EJ10.05 <br />0.600 <br />Level of Service (LOS) <br />A <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 2\Existing 5 <br />