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the transportation solutions company... <br />INTERSECTION: 7 ALTERNATIVE: Existing Conditions <br />INTERSECTION NAME: Main Street/Walkie Way-Santiago Park-Driveway <br />NORTH/SOUTH: Main Street <br />EAST/WEST: Walkie Way-Santiago Park-Driveway <br />Right <br />Turn # of Turn Lanegroup <br />Mvmt. Lanes Cond. Capacity Vol. V/C Vol. V/C <br />NBL 1.0 1,600 19 0.01 * 25 0.02 * <br />NBT 3.0 5,100 1,249 0.25 1,227 0.24 <br />NBR 0.0 P 0 0 0.00 0 0.00 <br />SBL 1.0 1,600 1 0.00 1 0.00 <br />SBT 3.0 5,100 1,351 0.27 * 1,534 0.30 * <br />SBR 0.0 P 0 11 0.00 2 0.00 <br />EBL 1.0 1,600 2 0.00 * 8 0.01 * <br />EBT 0.0 0 0 0.00 0 0.00 <br />EBR 1.0 P 1,600 1 0.00 21 0.00 <br />WBL 0.0 0 0 0.00 0 0.00 <br />WBT 1.0 1,700 0 0.00 * 0 0.00 * <br />WBR 0.0 P 0 0 0.00 0 0.00 <br />N/S Critical Movements 0.28 0.32 <br />E/W Critical Movements 0.00 0.01 <br />Right Turn Critical Movement 0.00 0.00 <br />Clearance Interval 0.05 0.05 <br />ICU 0.330 0.372 <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 72-406