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TWO-WAY STOP CONTROL SUMMARY
Ilnformation Information
ah►et ROB B nterseclion 194 AT SITE
j-p
RVB PE risdidion SO. 141NDSOR
ed 1/21,2011 iysis Year 2012 FULL DEV
Period AM PEAK HOUR
on PROPOSED 15K SF MEDICAL OFFICE
astlNlest Street: PROPOSED SRE DRIVE WSouth Street: SULUVAN AVE
Intersection Orientation: Norlh-SoulhMudy Period Es : 0.25
ehiae Volumes and AdJushimts
' FqLorsftd Northbound Southbound
ovement 1 2 3 4 5 6
L T R L T R
aurae 25 591 0 0 1232 34
' eak-Hour Factor PHF 0.90 0.90 0.90 0.90 0.90 0.90 -
Hourly Flow Rate,HFR 27 656 0 0 1368 37
ercer►t Hea Vehicles 2
' ionType UrxWded -
T Channeized 0 0
es 0 2 0 0 2 0
' on oration LT T T TR
al 1 0
roar steeet Westbound Eastbound
ovemsnt 7 8 9 10 11 12
r L T R L T R
aeons 0 16 0 0 0
eak-Hour Factor PHF 0.90 0.90 0.90 0.90 aao ' 0:90
' Flow Rat HFR 0 0 17 0 0 0
stcent"kpyy VehWee 0 0 0 0 0 0
ercettt Grade 0 0
' fired ach N N
o e 0 0
T Channelzed 0 0
' nes 0 0 1 0 0 0
on R
la Queue L and Level of service
' ch NS SS Westbound Eastbound
vement 1 4 7 8 9 10 11 12
ans Configuration LT R
' �► ) 27 17
tm 482 674
' Ic 0.00 0.03
96 ueu9 bngffi 0.18 0.00
i29 1Q5
� e B
oeftY 10.5
h?proach LOS - _ B
' fim7mTm OW *2M ofFbdk AliJb0ft P—=vW Vanks 4.1d
file://C:iDwmwb and 5ettinp\Rob Baltramaitisli ocal Setftgp%Templu2klB2,Irnp 1/24/2011