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the transportation solutions company... <br />INTERSECTION: 4 ALTERNATIVE:Year 2040 W/ Opt. D - Main Street/Walkie Way & SP Lo <br />INTERSECTION NAME: Main Street/La Veta Avenue <br />NORTH/SOUTH: Main Street <br />EAST/WEST: La Veta Avenue <br />Right <br />Turn # of Turn Lanegroup <br />Mvmt. Lanes Cond. Capacity Vol. V/C Vol. V/C <br />NBL 2.0 3,400 96 0.03 * 336 0.10 * <br />NBT 3.0 5,100 955 0.19 1,449 0.28 <br />NBR 1.0 O 1,700 373 0.00 537 0.00 <br />SBL 2.0 3,400 225 0.07 184 0.05 <br />SBT 3.0 5,100 1,501 0.33 * 1,085 0.26 * <br />SBR 0.0 P 0 158 0.00 258 0.00 <br />EBL 2.0 3,400 437 0.13 387 0.11 * <br />EBT 3.0 5,100 515 0.15 * 457 0.13 <br />EBR 0.0 P 0 264 0.00 221 0.00 <br />WBL 2.0 3,400 335 0.10 * 331 0.10 <br />WBT 2.0 3,400 344 0.10 549 0.16 * <br />WBR 1.0 O 1,700 226 0.00 302 0.00 <br />N/S Critical Movements 0.35 0.36 <br />E/W Critical Movements 0.25 0.28 <br />Right Turn Critical Movement 0.00 0.00 <br />Clearance Interval 0.05 0.05 <br />ICU 0.655 0.687 <br />Level of Service (LOS)B B <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 W/ Opt. D - 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\2040 4 P Santiago2-443