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Generated with <br />PTV <br />Version 2020 (SP 0-3) <br />ViSTIO <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 3: Riverdale Drive/Armostrong Boulevard and EB Hwy 10 Ramp <br />Two-way stop <br />HCM 6th Edition <br />15 minutes <br />Delay (sec / veh): <br />Level Of Service: <br />Volume to Capacity (v/c): <br />21.6 <br />C <br />0.614 <br />Name <br />Approach <br />Southbound <br />Northeastbound <br />Southwestbound <br />Lane Configuration <br />51 <br />r <br />ii r <br />Turning Movement <br />Left <br />Thru <br />Right <br />Right <br />Left <br />Left <br />Thru <br />Right <br />U-turn <br />Left <br />Thru <br />Right <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 />No. of Lanes in Entry Pocket <br />0 <br />0 <br />1 <br />1 <br />0 <br />0 <br />Entry Pocket Length [ft] <br />300.00 <br />300.00 <br />No. of Lanes in Exit Pocket <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Exit Pocket Length [ft] <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Speed [mph] <br />35.00 <br />35.00 <br />Grade [%] <br />0.00 <br />0.00 <br />Crosswalk <br />Yes <br />Yes <br />Yes <br />Volumes <br />Name <br />Base Volume Input [veh/h] <br />0 <br />0 <br />10 <br />16 <br />3 <br />1 <br />22 <br />5 <br />208 <br />Base Volume Adjustment Factor <br />,0000 <br />1.000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.000 <br />1.000 <br />1.000 <br />1.000 <br />Heavy Vehicles Percentage [%] <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />Growth Factor <br />1.4900 <br />1.4900 <br />1.4900 <br />1.490 <br />1.490 <br />1.490 <br />1.490 <br />In -Process Volume [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Site -Generated Trips [veh/h] <br />0 <br />0 <br />16 <br />40 <br />1 <br />0 <br />0 <br />46 <br />0 <br />Diverted Trips [veh/h] <br />0 <br />0 <br />0 <br />9 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Pass -by Trips [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Existing Site Adjustment Volume [veh/h] <br />u <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Other Volume [veh/h] <br />0 <br />0 <br />r <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Total Hourly Volume [veh/h] <br />0 <br />0 <br />31 <br />73 <br />5 <br />1 <br />33 <br />53 <br />310 <br />Peak Hour Factor <br />0.8610 <br />0.8610 <br />0.8610 <br />0.861 <br />0.861 <br />0.861 <br />0.861 <br />Other Adjustment Factor <br />1.0000 <br />1.0000 <br />1.0000 <br />1.000 <br />1.000 <br />1.000 <br />1.000 <br />Total 15-Minute Volume [veh/h] <br />9 <br />21 <br />1 <br />0 <br />10 <br />15 <br />90 <br />Total Analysis Volume [veh/h] <br />I <br />I <br />I <br />36 <br />I <br />I 85 <br />I 6 <br />1 <br />I 38 <br />I 62 <br />I 1360 <br />Pedestrian Volume [ped/h] <br />0 <br />0 <br />0 <br />Scenario 12: 12 Mitigated 2040 PM Build <br />