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the transportation solutions company... <br />INTERSECTION: 13 ALTERNATIVE: Existing Conditions <br />INTERSECTION NAME: Bush Street/Edgewood Road <br />NORTH/SOUTH: Bush Street <br />EAST/WEST:Edgewood Road <br />Right <br />Turn # of Turn Lanegroup <br />Mvmt. Lanes Cond. Capacity Vol. V/C Vol. V/C <br />NBL 0.0 0 59 0.00 86 0.00 <br />NBT 1.0 1,700 0 0.04 * 0 0.05 * <br />NBR 0.0 P 0 1 0.00 0 0.00 <br />SBL 0.0 0 0 0.00 * 0 0.00 * <br />SBT 1.0 1,700 0 0.00 0 0.00 <br />SBR 0.0 P 0 0 0.00 0 0.00 <br />EBL 0.0 0 0 0.00 * 0 0.00 <br />EBT 1.0 1,700 101 0.10 121 0.11 * <br />EBR 0.0 P 0 68 0.00 60 0.00 <br />WBL 0.0 0 0 0.00 0 0.00 * <br />WBT 1.0 1,700 192 0.11 * 145 0.09 <br />WBR 0.0 P 0 0 0.00 0 0.00 <br />N/S Critical Movements 0.04 0.05 <br />E/W Critical Movements 0.11 0.11 <br />Right Turn Critical Movement 0.00 0.00 <br />Clearance Interval 0.05 0.05 <br />ICU 0.198 0.207 <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 for HCM\Cumul 13 P Santiago2-452