Laserfiche WebLink
the transportation solutions company... <br />INTERSECTION: 5 ALTERNATIVE:Year 2040 W/ Opt. D - Main Street/Walkie Way & SP Lo <br />INTERSECTION NAME: Main Street/Town and Country Road <br />NORTH/SOUTH: Main Street <br />EAST/WEST: Town and Country Road <br />Right <br />Turn # of Turn Lanegroup <br />Mvmt. Lanes Cond. Capacity Vol. V/C Vol. V/C <br />NBL 2.0 3,200 56 0.02 73 0.02 <br />NBT 3.0 5,100 1,242 0.24 * 1,618 0.32 * <br />NBR 1.0 P 1,600 175 0.00 255 0.00 <br />SBL 2.0 3,200 318 0.10 * 545 0.17 * <br />SBT 3.0 5,100 1,526 0.30 1,223 0.24 <br />SBR 1.0 O 1,600 40 0.00 126 0.00 <br />EBL 1.0 1,600 26 0.02 135 0.08 <br />EBT 2.0 3,400 74 0.02 * 165 0.05 * <br />EBR 1.0 O 1,600 72 0.02 * 143 0.04 * <br />WBL 1.0 1,600 313 0.20 * 245 0.15 * <br />WBT 2.0 3,400 72 0.02 113 0.03 <br />WBR 2.0 O 3,200 523 0.04 * 475 0.00 <br />N/S Critical Movements 0.34 0.49 <br />E/W Critical Movements 0.22 0.20 <br />Right Turn Critical Movement 0.07 0.04 <br />Clearance Interval 0.05 0.05 <br />ICU 0.677 0.780 <br />Level of Service (LOS)B 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 />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 5 P Santiago2-444