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the transportation solutions company... <br />INTERSECTION: 12 ALTERNATIVE: Exist W/ Opt. E - Main Street/Walkie Way & SP Lot <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 3,200 189 0.06 * 200 0.06 <br />NBT 2.0 3,400 763 0.22 1,065 0.31 * <br />NBR 1.0 P 1,600 174 0.00 162 0.00 <br />SBL 2.0 3,200 180 0.06 188 0.06 * <br />SBT 2.0 3,400 1,086 0.35 * 812 0.28 <br />SBR 0.0 P 0 86 0.00 143 0.00 <br />EBL 2.0 3,200 142 0.04 203 0.06 <br />EBT 3.0 5,100 1,250 0.26 * 1,219 0.25 * <br />EBR 0.0 P 0 78 0.00 58 0.00 <br />WBL 2.0 3,200 306 0.10 * 186 0.06 * <br />WBT 3.0 5,100 1,335 0.27 1,064 0.22 <br />WBR 0.0 P 0 17 0.00 61 0.00 <br />N/S Critical Movements 0.40 0.37 <br />E/W Critical Movements 0.36 0.31 <br />Right Turn Critical Movement 0.00 0.00 <br />Clearance Interval 0.05 0.05 <br />ICU 0.810 0.730 <br />Level of Service (LOS)D C <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 />Exist W/ Opt. E - Main Street/Walkie Way & SP Lot <br />AM Peak Hour PM Peak Hour <br /> D:\Projects\RE - 2525 Main Street\Analysis Offset September 2019 Revised\ICU Worksheet 2\Existing 12 P Santiago2-415