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Last modified
2/16/2024 9:57:58 AM
Creation date
2/16/2024 9:46:04 AM
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Planning Files
Planning Files - Planning File #
1877
Planning Files - Type
Planned Unit Development
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1 <br />1 <br />1 <br />1 <br />11 <br />1 <br />p <br />1 <br />1 <br />CONCORDIA HOUSING DEVELOPMENT <br />DALE STREET AT "NEW ROAD" 7/25/88 <br />1989 PROTECTED FM PEAK HOUR VOLUMES WITH SITE <br />SIGNALSS/TEAPAC - CAPACITY ANALYSIS WOO SHEET <br />INTERSECTION AVERAGES; <br />DEGREE OF SATURATION .73 VEHICULAR DELAY 9.3 LEVEL OF SERVICE D+ <br />SEQUENCE 11 <br />! PHASE i ! PHASE 2 ! <br />------------------------- <br />! ♦ r ♦ ! A ! <br />! V ! A +t♦+! <br />! A !♦+++ V ! <br />! ! V ! <br />------------------------- <br />! G/C= .667 ! G/C:= .233 ! <br />! G= 40.0 " ! G= 14.0 " ! <br />! Y= 3.0 „ ! Y= 3.0 " ! <br />------------ ------------- <br />C= 60 SEC G= 64.0 SEC = 90.0% Y= (-.0 SEC = 10.0% PED= .0 SEC = .0% <br />! ! WDTH ! G/C ! CAPACITY ! AUJ ! ! L ! MAXIMUM! <br />! MOVMNT ! /LNS ! REED USED ! C (VFH) E ! DHV ! DELAY ! S ! QUEUE ! <br />-------------------------------------------------------------------------- <br />N APPROACH <br />6.8 <br />6+ <br />!LT+TH+RT! <br />------------------------------------------------------------------------- <br />12/1�! <br />- 51=�==.67 <br />�==627 <br />! <br />6S6 !- <br />452 ! <br />=b 8_1 <br />a+! <br />127 <br />FT ! <br />E APPROACH <br />! TH+RT! <br />12/1 ! <br />.09 ! <br />.23 ! <br />252 ! <br />:315 ! <br />77 ! <br />14.3 <br />!*B ! <br />49 <br />FT ! <br />! LT ! <br />------------------------------------------------------------------------- <br />12/1+! <br />.0; i <br />.23 ! <br />341 ! <br />416 ! <br />27 ! <br />13.6 <br />! S ! <br />25 <br />FT ! <br />S APPROACH <br />9.9 <br />S+ <br />!LT+TH+RT! <br />12/1 ! <br />.58 ! <br />.67 ! <br />102:1 . <br />1049 <br />874 <br />_._ <br />.*E . <br />24L <br />FT <br />-------------------------------------------------------------------------- <br />S <br />W APPROACH <br />13.7 <br />!LT+TH+RT! <br />-------------------------------------------------------------------------- <br />12/1 ! <br />.06 ! <br />.23 i <br />282 <br />! 352 ! <br />33 ! <br />13.7 <br />! S ! <br />25 <br />FT ! <br />1 <br />1 <br />
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