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the transportation solutions company... <br />INTERSECTION: 5 ALTERNATIVE: Existing Conditions <br />INTERSECTION NAME: Main Street/Town and Country Road <br />NORTH/SOUTH: Main Street <br />EAST/WEST: Town and Country Road <br />Right <br />Turn # of Turn Lanegroup <br />Mvmt. Lanes Cond. Capacity Vol. V/C Vol. V/C <br />NBL 2.0 3,200 49 0.02 66 0.02 <br />NBT 3.0 5,100 860 0.17 * 1,101 0.22 * <br />NBR 1.0 P 1,600 140 0.00 187 0.00 <br />SBL 2.0 3,200 262 0.08 * 401 0.13 * <br />SBT 3.0 5,100 1,075 0.21 1,025 0.20 <br />SBR 1.0 O 1,600 31 0.00 118 0.00 <br />EBL 1.0 1,600 21 0.01 128 0.08 <br />EBT 2.0 3,400 64 0.02 * 136 0.04 * <br />EBR 1.0 O 1,600 68 0.02 * 139 0.05 * <br />WBL 1.0 1,600 271 0.17 * 195 0.12 * <br />WBT 2.0 3,400 52 0.02 99 0.03 <br />WBR 2.0 O 3,200 378 0.02 * 414 0.00 <br />N/S Critical Movements 0.25 0.34 <br />E/W Critical Movements 0.19 0.16 <br />Right Turn Critical Movement 0.05 0.05 <br />Clearance Interval 0.05 0.05 <br />ICU 0.534 0.600 <br />Level of Service (LOS)A A <br />Notes: ICU - Intersection Capacity Utilization <br />V/C - Volume to Capacity Ratio <br />Right Turn Conditions: <br />F - Free Right Turn <br />O - Overlap Phase <br />P - Permitted Right Turn <br />N - No Right Turn on Red <br />Existing Conditions <br />AM Peak Hour PM Peak Hour <br /> D:\Projects\RE - 2525 Main Street\Analysis Offset September 2019 Revised\ICU Worksheet 2\Existing 52-404