HomeMy WebLinkAboutApplication Files_85051_pg0086 Two-way Stop Control Page.1 of 1
1WO-WAY STOP CONTROL SUMMARY
neral information VkInfonnation
ahrst ROBB 194ATTOWNHALL
erm/Co. RVB PE SO. WINDSOR
ate Performed 12/15P2010 ar 2011 BACKGROUND
al Time Period AM PEAK HOUR
F`rqjed Dowd ' PROPOSED 15K SF MEDICAL OFFICE
asttWest Street: MUNICIPAL CEN7FR South Street SULLIVANAVE
ntersectlon OdentsUon: No1h-South Period hrs: 0.25
ehicle Volumes acid Adlustments
R:Oak-!HourF
Northbound Southbound
1 2 3 4 5 6
L T R L T R
0 566 20 9 1232 0
actor,PHF 0.90 090 0.90 0.90 p90 pgp
Rate,HFR 0 628 22 10 1368 0
y Vehicles 2 0
edian TYPO Undivided _
T Channeltzed 0 0
nes 0 2 0 0 2 0
oMiguratlon T TR LT T
' mS 1 1 0
nor Street Westbound Eastbound
ovement 7 8 9 10 11 12
L T R L T R
' olume 0 0 0 0 0 5
eak-Hour Factor PHF 0.90 0.90 0.90 0.90 0.90 0.90
o Flow Rate,HFR 0 0 0 0 0 5
ercent Hea Vehicles 0 0 0 0 0 0
' eroent Grade(% 0 0
tared Appgwh N N
®' 0 0 T Chann*!Wd 0 D
es o 0 0 0 0 0
ration LR
' Queue Lencft,and Level of Service
PW NB SB Westbound Eastbound
ovemerit 1 4 7 8 9 10 11 12
one Cori uration LT LR
(Mh) 10 5
(m)(wph) 946 396
' Qoi 0.01
queue length 0.03 0.04
ontrot Delay 8.8 14.2
Delay 142
Pwcach LOS _ _
' Rigdts Reserved B
7M Copyright*2003 UnivwA `of Fl
Ver&m 4.ld oxida,All Rights Reserved Version 4.Id
t
File:I/C:t %ecaATwW\ tmp 1/9/2011