HomeMy WebLinkAboutApplication Files_85051_pg0093 Two-Way Stop Control Page i of t
TWO-WAY STOP CONTROL SUMMARY
VnaWs
ral Information FRO Information t
st rrtersection 194 AT COMMUNITY ROAD
cy/Co. RVB PE lc don SO.WINDSOR
Performed 1205/2010 alysis Year 2011 i3ACKGROUND I
Time Period PM PEAK HOUR
ro ct Description PROPOSED 15K SF MEDICAL OFFICE
lEast/WestSireet: COMMUNITYROAD Forth/South Street: SULLIVAN AVE
rtersection Orientation: Nod"outh lftdy Period rs: 0.25 ,
ehicle Volumes and Ad]ustmants
or Street Northbound Southbound
ovement 1 2 3 4 5 8
L T R L T R
plume 2 1277 0 0 1039 143
sak Hour Factor PHF 0.90 0.90 0.90 0.90 0.90 0.90
urly Flow Rate,HFR 2 1418 0 0 1154
®scent Heavy Vehicles 2 —
edian Type Undivided
T Channelized 0 0 '
es 0 2 0 0 2 0
on uration LT T T TR
stream Si nat 1 0
or Street Westbound Eastbound ,
ovemer►t 7 8 9 10 11 12
L T R L T R
plume 0 0 0 0 0 0 ,
eak-Hour Factor PHF 0.90 0.90 0.1w 0.90 0.90 0.90
ouriy Flow Rate,HFR 0 0 0 0 0 0
ascent Heavy Vehicles 0 0 0 0 0 0
ascent Grade o) 0 0 '
lan3d Approach N N
fora e 0 0
T Channelized 0 0 '
es 0 0 0 0 0 0
on uration LR
la Queue Lernath.and Level of Service '
proach NB SB Westbound Eastbound
ovemeM 1 4 7 8 9 10 11 12
ane Configuration LT LR '
(vph) 2 0
(m)(vph) 523
/c QQO '
°lo queue length 0.01
ntro!Delay 11.9
OS e ,
preach Delay — —
LOS -- -
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