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INTERSECTION: 6 ALTERNATIVE: Cumul. WI Opt. D -Main Street/Walkie Way and SP Lo <br />INTERSECTION NAME: Main Street/E Memory Lane <br />NORTHISOUTH: Main Street <br />EASTIWEST: E Memory Lane <br />Right <br />umul. WI Opt. D - Main Street/Walkie Way and SP Lo <br />AM Peak Hour <br />PM Peak Hour <br />Turn <br /># of Turn Lanegroup <br />Mvmt. <br />Lanes <br />Cond. <br />Capacity <br />Vol. <br />VIC <br />Vol. <br />VIC <br />NBL <br />2.0 <br />3,200 <br />35 <br />0.01 <br />123 <br />0.04 <br />NBT <br />3.0 <br />5,100 <br />955 <br />0.23 <br />1,062 <br />0.26 <br />NBR <br />0.0 <br />P <br />0 <br />201 <br />0.00 <br />269 <br />0.00 <br />SBL <br />2.0 <br />3,200 <br />36 <br />0.01 <br />40 <br />0.01 <br />SBT <br />3.0 <br />5,100 <br />1,198 <br />0.29 * <br />1,212 <br />0.28 <br />SBR <br />0.0 <br />P <br />0 <br />269 <br />0.00 <br />200 <br />0.00 <br />EBL <br />2.0 <br />3,200 <br />201 <br />0.06 <br />297 <br />0.09 <br />EBT <br />3.0 <br />5,100 <br />237 <br />0.06 * <br />332 <br />0.09 <br />EBR <br />0.0 <br />P <br />0 <br />65 <br />0.00 <br />139 <br />0.00 <br />WBL <br />2.0 <br />3,200 <br />321 <br />0.10 * <br />213 <br />0.07 <br />WBT <br />2.0 <br />3,400 <br />230 <br />0.07 <br />179 <br />0.05 <br />WBR <br />1.0 <br />P <br />1,600 <br />29 <br />0.00 <br />77 <br />0.00 <br />N/S Critical Movements <br />0.30 <br />0.32 <br />E/W Critical Movements <br />0.16 <br />0.16 <br />Right Turn Critical Movement <br />0.00 <br />0.00 <br />Clearance Interval <br />0.05 <br />0.05 <br />ICU <br />0.524 <br />Level of Service (LOS) <br />A <br />Notes: ICU - Intersection Capacity Utilization <br />V/C - Volume to Capacity Ratio <br />Right Turn Conditions: <br />F -Free Right Turn <br />0 -Overlap Phase <br />P - Permitted Right Turn <br />N - No Right Turn on Red <br />D:AProjects\RE - 2525 Main Street\Analysis Offset September 2019 RevisedAICU Worksheet 2VCumul 6 P Santiago <br />