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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 />178 <br />309 <br />193 <br />240 <br />8 <br />33 <br />1290 <br />38 <br />1567 <br />v/c Ratio <br />0.55 <br />0.21 <br />0.56 <br />0.22 <br />0.01 <br />0.17 <br />0.60 <br />0.14 <br />0.69 <br />Control Delay <br />58.5 <br />28.3 <br />58.4 <br />32.4 <br />0.0 <br />64.6 <br />35.4 <br />51.1 <br />27.9 <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 />58.5 <br />28.3 <br />58.4 <br />32.4 <br />0.0 <br />64.6 <br />35.4 <br />51.1 <br />27.9 <br />Queue Length 50th (ft) <br />68 <br />57 <br />74 <br />73 <br />0 <br />13 <br />223 <br />13 <br />358 <br />Queue Length 95th (ft) <br />101 <br />79 <br />109 <br />105 <br />0 <br />31 <br />352 <br />30 <br />405 <br />Internal Link Dist (ft) <br />486 <br />468 <br />678 <br />587 <br />Turn Bay Length (ft) <br />130 <br />230 <br />470 <br />230 <br />160 <br />Base Capacity(vph) <br />357 <br />1472 <br />343 <br />1067 <br />585 <br />343 <br />2159 <br />343 <br />2279 <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 />0.50 <br />0.21 <br />0.56 <br />0.22 <br />0.01 <br />0.10 <br />0.60 <br />0.11 <br />0.69 <br />Intersection Summary <br />The Addington 09/03/2019 Existing Conditions - AM Peak hour Synchro 10 Report <br />Page 2 <br />
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