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TWO-WAY STOP CONTROL SUMMARY
information infomtation
aiyst ROB 8 nterseclion 194 AT TOWN HALL
ncy/Co. RVB PE ds"on SO. WNDSOR
ate Performed 1.#21/2011 lysis Year 2012 FULL DEV
a Time Period AM PEAK HOUR
Desch 'on PROPOSED 15K SF MEDICAL OFFICE
' Street: MUNICIPAL CENTER South Street: SUWVANAVE
Intersecdon Odentation: Nothb-Sash Period rs: 0.25
shicie Volumes and Ad ustmerits
or Street Northbound Southbound
ovement 1 2 3 4 5 6
L T R L T R
olume 0 571 20 9 1242 0
Peak-Hour Factor PHF 0.90 0.90 0.90 0.90 0.90 0.90
cu Flow hate,HFR 0 W4 22 10 1 1380 0
erct Vehicles 2 — 0
ian T UndV4d�ed
T Channelzed 0 p
nes 0 2 0 0 2 0
' oration T TR LT T
nal 1 0
lnorStreat Westbound Eastbound
emeM 7 8 9 10 11 12
L T R L T R
otume 0 1 0 0 0 0 5
k-Hour Factor PHF 0.90 0.90 0.90 0.90 0.90 0.90
' Flow Rate HFR 0 0 0 0 0 5
ercaMHeavy Vehicles 0 0 0 0 0 0
ercent Grade 0 0
' redApproach N N
e 0 0
Channelzed 0 0
' nes1 0 0 0 0 0 0
oration LR
la t�ueue Le and Level of Service
' roach NS SS Westbound Eastbound
avement 1 4 7 8 9 10 11 12
ne Configuration LT LR
' �Ph 10 5
m "1 392
/c 0.01 0.01
' 96 queue 0.03 Q04
t3etay &9 14.3
OS A a
' Delay — -- 14.3
LOS — — B
' BCS2090Mc 4sa A na vw"4M
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