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the transportation solutions company... <br />INTERSECTION: 12 ALTERNATIVE:Year 2040 Conditions <br />INTERSECTION NAME: Main Street/17th Street <br />NORTH/SOUTH: Main Street <br />EAST/WEST: 17th Street <br />Right <br />Turn # of Turn Lanegroup <br />Mvmt. Lanes Cond. Capacity Vol. V/C Vol. V/C <br />NBL 2.0 3,200 221 0.07 * 240 0.08 <br />NBT 2.0 3,400 821 0.24 1,194 0.35 * <br />NBR 1.0 P 1,600 201 0.00 225 0.00 <br />SBL 2.0 3,200 223 0.07 224 0.07 * <br />SBT 2.0 3,400 1,257 0.41 * 896 0.31 <br />SBR 0.0 P 0 132 0.00 173 0.00 <br />EBL 2.0 3,200 168 0.05 223 0.07 <br />EBT 3.0 5,100 1,486 0.31 * 1,306 0.27 * <br />EBR 0.0 P 0 90 0.00 70 0.00 <br />WBL 2.0 3,200 381 0.12 * 224 0.07 * <br />WBT 3.0 5,100 1,482 0.30 1,211 0.25 <br />WBR 0.0 P 0 39 0.00 83 0.00 <br />N/S Critical Movements 0.48 0.42 <br />E/W Critical Movements 0.43 0.34 <br />Right Turn Critical Movement 0.00 0.00 <br />Clearance Interval 0.05 0.05 <br />ICU 0.956 0.811 <br />Level of Service (LOS)E D <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 />Year 2040 Conditions <br />AM Peak Hour PM Peak Hour <br /> D:\Projects\RE - 2525 Main Street\Analysis Offset September 2019 Revised\ICU Worksheet 2\2040 122-439