Laserfiche WebLink
Generated with <br />PTV <br />Version 2020 (SP 0-3) <br />VIST O <br />Wiz:) Spack <br />SOLUTIONS <br />Control Type: <br />Analysis Method: <br />Analysis Period: <br />Intersection Setup <br />Intersection Level Of Service Report <br />Intersection 4: Armstrong Boulevard and WB Hwy 10 Ramp <br />Signalized <br />HCM 6th Edition <br />15 minutes <br />Delay (sec / veh): <br />Level Of Service: <br />Volume to Capacity (v/c): <br />18.4 <br />B <br />0.562 <br />Name <br />Approach <br />Northbound <br />Southbound <br />Eastbound <br />Westbound <br />Lane Configuration <br />r <br />rr <br />Turning Movement <br />U-tu <br />Left <br />Thru <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 />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />No. of Lanes in Entry Pocket <br />1 <br />0 <br />0 <br />1 <br />0 <br />0 <br />1 <br />1 <br />Entry Pocket Length [ft] <br />395.0 <br />315.00 <br />685.00 <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 />I <br />I 00 10.0' <br />I <br />I <br />I <br />I <br />I <br />I <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 12: 12 Mitigated 2040 PM Build <br />