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the transportation solutions company...AM Peak HourPM Peak HourAM Peak HourPM Peak HourAM Peak HourPM Peak HourIntersectionMovementQueue Length1Queue Length1Queue Length1Queue Length1Queue Length1Queue Length16 . Main Street/Memory LaneNBT 678 352 3942342782945787 . Main Street/Walkie WayNBL 150 314542514453NBT 411 193 390260303305381SBL 80 110101EBL 70 819819819EBR 150 000000WBLR 100 0000009 . Main Street/Edgewood Road-I-5 RampsNBL 175 59148----NBT 690 140 28969260101366SBL 150 911139913399161SBR 130 00----EBTL 1353 2764----EBR 140 111----WBTL 250 219 152183106183114WBR 60 23184618502310 . Main Street/Santa Clara Avenue-I-5 NB On-Ramp2NBT 350 6280110228132151Notes:Bold = Exceeds storage length1Queues reported are 95th Percentile queue lengths per movement in feet. 2The peak hour factor (phf) is the hourly volume during the maximum volume hour of the day divided by the peak 15-minute flow rate within the peak hour. The existing phf of 0.922 during the p.m. was used for opening year cumulative and 0.95 was used for year 2040. As a result, the queue for the NBT is reducing in the year 2040 conditions. Table K: Without Project Queuing AnalysisStorage Length (In Feet)Existing Without Project Opening Year Cumulative Without Project Year 2040 Without ProjectD:\Projects\RE - 2525 Main Street\Analysis Offset September 2019 Revised\Queues Walkie Way 2\Without Project2-239