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75D - PH - 2525 N MAIN
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Last modified
11/14/2019 7:54:38 PM
Creation date
11/14/2019 5:55:43 PM
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City Clerk
Doc Type
Agenda Packet
Agency
Planning & Building
Item #
75D
Date
11/19/2019
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Queues <br />6: Main St & Memory <br />Lane <br />09/03/2019 <br />, <br />--P� <br />f-- <br />.0---k- <br />4\ <br />I * <br />I <br />i <br />Lane Group <br />EBL <br />EBT <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />SBL <br />SBT <br />Lane Group Flow (vph) <br />309 <br />491 <br />217 <br />186 <br />80 <br />128 <br />1367 <br />42 <br />1443 <br />v/c Ratio <br />0.72 <br />0.33 <br />0.58 <br />0.19 <br />0.15 <br />0.46 <br />0.74 <br />0.15 <br />0.81 <br />Control Delay <br />60.9 <br />27.7 <br />57.9 <br />34.0 <br />0.6 <br />83.0 <br />29.3 <br />51.5 <br />39.4 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />60.9 <br />27.7 <br />57.9 <br />34.0 <br />0.6 <br />83.0 <br />29.3 <br />51.5 <br />39.4 <br />Queue Length 50th (ft) <br />120 <br />88 <br />84 <br />58 <br />0 <br />55 <br />171 <br />15 <br />363 <br />Queue Length 95th (ft) <br />169 <br />121 <br />125 <br />89 <br />0 <br />88 <br />278 <br />34 <br />438 <br />Internal Link Dist (ft) <br />488 <br />344 <br />678 <br />527 <br />Turn Bay Length (ft) <br />130 <br />230 <br />470 <br />230 <br />160 <br />Base Capacity(vph) <br />429 <br />1481 <br />371 <br />973 <br />547 <br />343 <br />1852 <br />314 <br />1771 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Spillback Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Storage Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Reduced v/c Ratio <br />0.72 <br />0.33 <br />0.58 <br />0.19 <br />0.15 <br />0.37 <br />0.74 <br />0.13 <br />0.81 <br />Intersection Summary <br />The Addington 09/03/2019 OY Cumulative Conditions - PM Peak hour Synchro 10 Report <br />Page 2 <br />
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