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Appendix F - Capacity Analysis Backup <br />Generated with `:) S a c k <br />'SOLUTIONS <br />Version 2020 (SP 0-3) <br />Intersection Level Of Service Report <br />Intersection 4: Armstrong Boulevard and WB Hwy 10 Ramp <br />Control Type: Signalized Delay (sec / veh): 13.4 <br />Analysis Method: HCM 6th Edition Level Of Service: B <br />Analysis Period: 15 minutes Volume to Capacity (v/c): 0.359 <br />Intersection Setup <br />Name <br />Approach <br />Northbound <br />Southbound <br />Eastbound <br />Westbound <br />Lane Configuration <br />irr <br />Turning Movement <br />U-tu <br />Left IThru <br />Right <br />Left <br />Thru <br />Right <br />Left <br />Thru <br />Right <br />Left <br />Thru <br />Right <br />Lane Width [ft] <br />12.00 <br />12.00 <br />12.00 <br />1 <br />12.00 <br />1 12.00 <br />12.00 <br />1 12.00 <br />1 12.00 <br />No. of Lanes in Entry Pocket <br />1 <br />0 <br />0 <br />1 <br />0 <br />1 <br />0 <br />1 <br />1 <br />1 <br />Entry Pocket Length [ft] <br />395.0 <br />1 <br />1 <br />315.00 <br />685.00 <br />1 <br />685.00 <br />No. of Lanes in Exit Pocket <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Exit Pocket Length [ft] <br />00 <br />1 0.0r, <br />Speed [mph] <br />35.00 <br />35.00 <br />30.00 <br />Grade [%] <br />0.00 <br />0.00 <br />0.00 <br />Curb Present <br />No <br />No <br />No <br />Crosswalk <br />No <br />No <br />No <br />Yes <br />Scenario 2: 2 PM Exist <br />F26 <br />