HomeMy WebLinkAboutApplication Files_85051_pg0092 Two-Way Stop Control Page i of i
' TWO-WAY STOP CONTROL SUMMARY
nerai Information !te Information
cyst rnlersection 194 AT COMMUNITY ROAD
o. RVB PE didion SO.WINDSOR
e Performed 12(15/2010 ysis Year 2011 BACKGROUND
s Time Period AM PE4K HOUR
rqect Description PROPOSED 15K SF MEDICAL OFFICE
ast/West Street: COMMUNITY ROAD orth/South Street SULLIVANAVE
' ntersection Orientation: North-South 16tudy Period hrs: 0.25
chicle Volumes and Ad! ante
Street Northbound Southbound
avement 1 2 3 4 5 6
L T R L T R
olume 2 586 0 0 1030 202
eak-Hour Faclar PHF 0.90 0.90 0.90 0.90 0.90 0.90
' ouriy Flaw Rate,HFR 2 651 0 0 1144 224
ercent Heavy Vehicles 2 0
Type UndMded
' T Chanrretizad 0 0
es 0 2 0 0 2 0
LT T T TR
' ! 1 0
Street Westbound Eastbound
7 8 9 10 11 12
L T R L T R
' oiunte 0 0 0 0 0 0
eslc=i-triur Factor- PHF 0.90 0.90 0.90 0.90 0.90 0.90
ou it Rate,HFR 0 0 0 0 0 0
Cent Hervy Vehicles 0 0 0 0 0 0
' erc�nt Grade(%) 0 0
Wired Approach N N
0 0
' Ct>SnneBud 0 0
0 0 0 0 0 0
Ion I LR
' Queue Le and Level of Service
ch NB SB Westbound Eastbound
ovement 1 4 7 8 9 10 11 12
' Configuration LT LR
(vph) 2 0
(m){vph) 49t3
' /c 0.00
50, queue length 0.01
ontrol Delay 12.3
' OS B
ch Delay -- —
proach LOS —
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HC.S200OT M Copyright 0 2003 Univers�y of Florida,All Rights Reserved 'Version 4,l d
Version 4.Id
filet/C:\[Im*ob\AppDataUArAATernplu2kCdl.tmp 12/29/2010