outpatient care pavilion - brendan reillydocuments ite design of traffic and identifi anage pote...
TRANSCRIPT
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CONCRETE ENCASCECO RISER, LELEVEL 17
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PUBLIC LOW RISE ELEVLOBBY
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PUBLIC HIGH RISE ELEVLOBBY
286
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FA PANEL R369
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TRASH361
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229 SF
MAIL ROOM394
OFFOO ICE393
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RMW RED BAG396
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CLEAN DOCK398
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CORRIDO391663 SF
WASSTE MANAGEMENTTCENTER
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DRY PIPER393939
"LOT FULL"PARKING GATE
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BACKLIT ACRYLIC PANELS WITH APPLIEDCUSTOM GRAPRR HICS MOUNTED TOMANUFACTURERS PROPRIETARYYAALUMINUM FRAMING SYSTEM WITHTUBE STEEL SUPPORTS AT 10'-0" O.C.
AARCHITECTURARR L PRECASTCONCRETE PANELS MOUNTEDDIRECTLY TO STRUCTURALCONCRETE CLUMNS. PANELSEXTEND TO UNDERSIDE OF2ND FLOOR CONCRETE SLAB.
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RAISED GRANITETRAFFIC STRIPING
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AALUMINUM AND GLASSVESTIBULE WITH BY CURTAINWALL MANUFACTURER - ROOFOF CANOPY SERVES ASBALCONY AND LANDING FORSTAIRS - REFER TO BUILDINGSECTIONS
OUTPATIENT CARE PAVILIONTraffic & Parking Study
August 2011
Chicago, Illinois
Prepared for:
Northwestern Memorial Hospital
Prepared by:
Traffic Analysis & Design, Inc.www.traffic-ad.com
Nor
Aug
INT
Tracon1,0speFai
The
Themebetforind
ThepartheErialsoimp
Thiinflsumsurstretran
rthwestern Me
gust 2011
TRODUCTI
affic Analysnduct a traf21,858-squarecialized meirbanks Cou
e proposed O
Medica Institut Outpati Imagin Ground
e proposed edical staff. tween Erie S all valet an
door through
e on-site parking on-sitee OCP eitherie Street. Two proposed pacting stree
is report prluence the mmarizes thrrounding seets, as necnsportation
emorial Hospita
ION
sis & Designffic impact re foot buil
edical care, srt between E
Outpatient C
al Office te - Specializient Surgeryg/Testing
d-Floor Neig
facility incl All employStreet and Ond pick-up/h-block conn
rking spacee will park ir at street-lewo pedestria to facilitateet-level vehi
esents and proposed s
he analysesstudy area, essary, to m system.
al ‐ Outpatient
n, Inc., (TAstudy for
lding provisurgery, andErie Street an
Care Pavilio
zed Care y
ghborhood R
ludes off-stryees will par
Ontario Stree/drop-off acnection for p
s will be deimmediatelyevel or via aan bridges spe movementicle and ped
documents site design s of traffic and identifi
manage pote
t Care Pavilion
ADI) was rethe propos
iding a vard imaging. Tnd Ontario S
n includes th
Retail
reet parkingrk off-site. At will serve ctivity, shor
pedestrians b
edicated for y east of the a proposed ppanning Erit of physiciaestrian flow
TADI’s datawhile refle
conditions ies OCP-speential traffic
etained by Ned Outpatieiety of outpThe subject sStreet in Chi
he following
271,362162,664
81,33240,66613,700
g for 575 veA two-way as an access
rt-term spacbetween Erie
use by pati site in the E
pedestrian bie Street andans and pat
ws.
a collection,ecting chara associated ecific recomc impacts th
Northwesterent Care Papatient servsite, illustraticago, Illinoi
g uses (minu
2 sf 4 sf 2 sf 6 sf 0 sf
ehicles, primnorth-south
s to parkingces for parce Street and
ients and seErie-Ontario
bridge spannd connectingtients amon
, discusses hacteristics u with the
mmendationshe proposed
rn Memoriaavilion (OCvices includted in Exhibis.
us parking and
marily servinh access drivg and providcel delivery Ontario Stre
elect physicio parking ganing Fairbang the OCP tong other cam
how transponique to thproposed d
s at the sited OCP may
al Hospital CP), an appding physicibit 1, is loca
d mechanical
ng patients veway throude an off-stre
(FedEx/UPeet.
ans only. Parage and mnks Court juo Feinberg Pmpus faciliti
ortation conhe OCP andevelopmene and on th have on th
Page 1
(NMH) to proximately ian offices, ted west of
floors):
and select ugh the site eet location
PS), and an
Patients not may walk to ust south of Pavilion are ies without
nsiderations d the site,
nt and the he adjacent he adjacent
SITE LOCATION MAP
EXHIBIT 1
Pearson St.
Chicago Ave.
Superior St.
LEGEND
XX - Study Area Streets
- Site Location
Huron St.
Erie St.M
ich
iga
n A
ve
.
Ru
sh S
t.
Ontario St.
Ohio St.
Illionis St.
Grand Ave.
North Water St.
Fa
irb
an
ks
Ct.
Co
lum
bu
s D
r.
St.
Cla
ir S
t.
SITE
Mc
Clu
rg C
t.
La
ke
Sh
ore
Dr.
Nor
Aug
EX
TAsurroaroa
Exi
ThebuiandUnCh
TheoffiimmeassouE. Owe
Exi
TheClaHuDe
EritheandsitefroporloaEriStre
Onsite
rthwestern Me
gust 2011
XISTING CO
ADI conductrrounding aradway lane adway chara
isting Land
e proposed sildings, comd academic
niversity (NUhildren’s Hos
e proposed ice uses, themediate norst side of Fairuth and westOntario Stree
est of the site
isting Road
e area roadwair Street, anuron Street, Gscriptions of
ie Street is a e study interd McClurg Ce, on-street pm Michiganrtions Erie S
ading/delivee Street accoeet is under
ntario Street e. Ontario St
emorial Hospita
ONDITIONS
ted a field rea, the adjac
configuratioacteristics. Th
Uses
site is locatemmercial offic
institutionaU), The Rehspital of Chic
site is currene NMH Chith. The Erierbanks Court of the site. et. Streeterv at 233 E. Eri
dway Netwo
ways servingnd Ohio StreGrand Avenf each roadw
one-way earsections, EriCourt. The Eparking is pn Avenue toStreet througery zones, anommodates the jurisdict
is a one-waytreet extends
al ‐ Outpatient
S
visit to cocent street syons at nearhis section o
ed in a densece buildings,al uses as phabilitation cago (Lurie C
ntly occupieild Care Cene-Ontario part. A mix of A residenti
ville Center, aie Street.
ork
g the proposeeet. Other stnue, Illinois Sway are summ
stbound streie Street ma
Erie Street/Stprohibited. Mo St. Clair Stghout the stund a taxi stanambulance ion of the Ci
y westbounds west from I
t Care Pavilion
llect relevanystem, currenrby intersectf the report d
e, urban, mix, hotels, restapart of the Institute of
Children’s).
ed by two vanter, and Kaarking garag restaurant, rial condominan office and
ed site primatreets includStreet, McClumarized belo
eet along theintains signat. Clair StreeMetered on-treet and fro
udy area accnd (north sidand patient ity of Chicag
d street with Inner Lake S
nt informatint traffic volutions, on-strdetails inform
xed-use neigaurants, retaNorthwesteChicago (R
acant buildinamehachi re
ge with grouretail, office, nium buildind residential
arily includeded in the stuurg Court, Inow.
e northern sialized interst intersection-street parkiom Fairbankommodate cde of Erie Str walk-in traf
go.
two lanes ofShore Drive w
ion pertainiumes and opreet parkingmation on th
ghborhood oail establishmern Campus
RIC), and th
ings that weestaurant. Fund-floor res and hotel ung is located condominiu
e Erie Street, udy area arenner Lake S
ite boundarysections at Mn includes aling is availaks Court to curbside actireet immediffic to the N
f travel alongwith signaliz
ing to existperating cong, transit sehese existing
of Chicago thments, and as, including
he future An
ere formerly Feinberg Pavstaurant and
uses are locatd immediatelum building,
Ontario Stree Chicago A
Shore Drive,
y providing Michigan Avll-way stop c
able along bo Inner Lakeivity includiiately east of
NMH Level 1
g the southezed intersect
ting land unditions, traffervices, and g conditions.
hat includesa wide rangeg NMH, Nonn & Rober
occupied byvilion is loc
d bank tenanted along Only west of the, is located im
eet, FairbankAvenue, Supe
and Michiga
two lanes ofvenue, Fairbacontrol. Adjoth sides of
e Shore Driving pick-upsf St. Clair Str1 Trauma C
ern border oftions at McC
Page 3
uses in the fic controls, other key
s residential e of medical orthwestern rt H. Lurie
y NMH for ated to the
nts is on the ntario Street e site at 230 mmediately
ks Court, St. erior Street, an Avenue.
f travel. At anks Court, acent to the Erie Street
ve. Several s/drop-offs, reet). Also,
Center. Erie
f the subject Clurg Court,
Nor
Aug
FaiStreat FshatwosidadjOn
FaiAvFailanIllinOnund
St. typincperloaCit
OhprointelanlanbotemCh
MilanAvis pups
ChiMewe
rthwestern Me
gust 2011
irbanks Coureet at its inteFairbanks Cared thru/rigo thru lanes,
des of Ontarijacent hotels
ntario Street i
irbanks Couvenue, alongirbanks Cou
nes in each dnois Street.
n-street parkider the jurisd
Clair Streetpical 33-footcluding a hormitted aloading/delivety of Chicago
hio Street is aovides threeersection wi
ne, a shared ne. The eastth include t
mergency vehhicago.
chigan Avennes in each dvenue maintaprohibited as/drops-offs
icago Avenuetered on-strest of Fairba
emorial Hospita
rt, St. Clair Sersections w
Court includeght-turn lane, and a separio Street eass, restaurantis under the
urt serves as g the easternrt generally irection fromEach interseing is prohibdiction of the
t is a two-wt cross-sectioospital patienong St. Claery zones foro.
a one-way eae travel laneith Michigan thru/left-tutbound appthree thru lhicle access r
nue is a northdirection anains signalizlong Michigs. Michigan
ue is a two-wreet parkinganks Court.
al ‐ Outpatient
Street, and Mwith McClurg
es a separatee. At Michigrate right-tust of St. Claits, and retajurisdiction
a main nortn site boun provides on
m Huron Streection along Fbited along be City of Chi
way north/soon, St. Clairnt pick-up/dair Street, r nearby rest
astbound stres with meten Avenue, t
urn lane, oneroaches at ilanes with route to the
h/south artend a striped zed intersectgan Avenue,n Avenue is u
way east/weg is available At its sign
t Care Pavilion
Michigan Avg Court and Se left-turn lagan Avenue,urn lane. Onir Street. Cuil businesseof the City o
th/south stredary, and cne lane in eeet to Ohio SFairbanks Cboth sides oicago.
outh street lr Street prodrop-off areseveral portaurants and
reet one blocered on-strethe eastboune thru lane, its signalizedshared left- Medical Ca
erial roadwa or raised ptions at Erie , yet curbsidunder the jur
est street loce on both sidnalized inte
venue. Two-St. Clair Stre
ane, a shared the westbou
n-street parkiurbside actives, particularof Chicago.
eet through connecting tach directionStreet, and thourt through
of the street t
located approvides one lea north of Ertions of td businesses
ck south of teet parking ond approach a shared thd intersectio- and right-ampus. Ohio
ay approximlanter medi Street, Onta
de activity inrisdiction of
cated approxdes of the strersection wit
-lane approaeet. The wesd thru/left-tund approacing is meterevity on bothrly between
the study ato Columbun from Chichree lanes inh the study athroughout
roximately olane in eachErie Street. the corridors. This roadw
the subject son both sidh of Ohio Sthru/right-tuons with St.-turn movemo Street is u
mately 2 blockian accommario Street, ancludes reguf the Illinois
ximately thrreet east of th Fairbank
aches are mastbound appturn lane, a ch includes aed along var
h sides of thn St. Clair a
area, extendinus Drive soucago Avenun each directarea is contrthe study ar
one block wh direction Although or include way is unde
site. In the sides of the str
treet providurn lane, and
Clair Streements. Ohi
under the jur
ks west of thmodating left
and Ohio Strular CTA bus Department
ree blocks noFairbanks C
ks Court, the
aintained aloproach of Onsingle thru
a separate lefrious segmen
he street accoand Michiga
ng south frouth of Grane to Huron
tion from Oholled by a trrea. Fairban
west of the siwith curbsi
on-street parvalet opera
er the jurisdi
ite vicinity, Oreet. At its
des a separad a separatet and Fairbaio Street serisdiction of
he site, provt-turn lanes.reet. On-stres service andt of Transpo
orth of the sCourt, but is e eastbound
Page 4
ong Ontario ntario Street lane, and a ft-turn lane, nts on both ommodates an Avenue.
om Chicago nd Avenue.
Street, two hio Street to raffic signal. nks Court is
ite. With a ide activity rking is not ations and ction of the
Ohio Street s signalized ate left-turn e right-turn anks Court
erves as an the City of
viding three Michigan eet parking d taxi pick-
ortation.
subject site. prohibited
d approach
Nor
Aug
incOhis u
SupCoCoproAnleftCh
HuStrweHuund
MconewithowShoturStrapp
InnproOnapptur
GraGraturCoof t
IlliproIllin
rthwestern Me
gust 2011
cudes one thhio Street, Chunder the jur
perior Streeturt, on-streeurt. At its
ovides two tnn & Robert t-turn lane,
hicago.
uron Street iseet, on-stree
est of Fairbanuron Street ider the juris
cClurg Courte-way northth one travewever, a taxore Drive. Arn lane andeet/McClurproaches pro
ner Lake Shoovides two lntario Streetproach inclurn lanes. Inn
and Avenue and Avenuern lane, threurt, on-streethe City of C
inois Street ioposed site. nois Street p
emorial Hospita
hru lane andhicago Avenrisdiction of
t is a one-waet parking i signalized thru lanes wH. Lurie Chone thru lan
s a one-way et parking isnks Court. includes twodiction of th
t is a north/hbound streeel lane in e
xi stand is avAt its signald a thru larg Court intoviding a sin
ore Drive islanes in eacht. At its nudes a left-tuner Lake Sho
is a one-waye/Fairbanksee thru laneset parking isChicago.
is a one-way At the Illinprovides thr
al ‐ Outpatient
d the westbonue providesf the City of C
ay eastboundis available intersection
with shared lhildren’s Hosne, and a rig
westbound available on At its signao thru lanes
he City of Ch
/south streetet segment freach directiovailable on tlized interseane while ttersection inngle-lane. M
a north/soh direction, north/south urn lane andore Drive is u
y westbound Court inters, and a righs available on
y eastbound nois Street/ee thru lane
t Care Pavilion
ound approas emergencyChicago.
d street locaon both sid
n with Fairbleft-turn andspital of Chight-turn lan
street locaten both sidesalized interss with sharehicago.
t located onrom Ohio Ston. On-strethe east sideection with the southbo
ncludes all-wMcClurg Cou
outh street lexcept for o stop-controd one thru lunder the ju
d street locarsection, theht-turn lanen the north
street, coupColumbus D
es with share
ach includes y vehicle acc
ted two blocdes of the stbanks Courtd right-turn icago, the eae. Superior
ed one block of the streeection with ed left-turn
e block easttreet to Ontaeet parking of the streeOntario Stre
ound approway stop court is under t
located two one-way norolled interseane while thrisdiction of
ated two bloce westbound. On the blside of the s
pled with GrDrive signaled left-turn a
a left-turn lcess to the M
cks north oftreet while it, the eastbo movements
astbound apr Street is un
k north of tht east of Fair Fairbanks C and right-t
t of the subjeario Street, Mis prohibite
et just north eet, the nortoach includontrol with the jurisdict
blocks eastrthbound traection withhe southbouf the Illinois
cks south ofd approach locks immedstreet. Gran
rand Avenuelized interseand right-tu
lane and onMedical Cam
f the subject it is prohibiound appros. However
pproach will nder the juri
he subject sirbanks CourCourt, the wturn movem
ect site. WiMcClurg Coed along bo of Erie Streethbound ap
des a right-the northbo
tion of the C
t of the subjaffic flow beh Ontario Sund approac Departmen
f the subject of Grand A
diately east nd Avenue is
e, located thection, the eurn moveme
ne thru lane. mpus. Chica
site. East ofited west ofach of Super, upon cons be striped tisdiction of
ite. Similar trt while it is
westbound aments. Huro
ith the excepourt is a twooth sides of et to serve 6proach inclu-turn lane. ound and sity of Chicag
bject site thaetween OhioStreet, the nch provides
nt of Transpo
site. At theAvenue inclu
and west ofs under the j
hree blocks seastbound aents. On-stre
Page 5
Similar to ago Avenue
f Fairbanks f Fairbanks erior Street struction of to include a the City of
to Superior prohibited
approach of on Street is
ption of the -way street the street;
680 N. Lake udes a left- The Erie outhbound go.
at generally o Street and northbound dual right-ortation.
e signalized udes a left-f Fairbanks jurisdiction
south of the approach of eet parking
Nor
Aug
is pavathe
Exi
TheCh
CuExhAv
TheGra
In shuUn
Morepcom
Exi
In inte
rthwestern Me
gust 2011
prohibited oailable on the City of Chi
isting Trans
e proposed hicago Transi
2 - 3 - 66 - 157 -
urrent daily hibit 7. Add
venue, and Il
e site is locaand/State an
addition to uttle servicenion Station,
ode of travelport) indicatmponents of
isting Traffi
order to uersection tra
Fairban Fairban Fairban Fairban Fairban Fairban Fairban Fairban Erie Str
emorial Hospita
on both sidehe north sidecago.
sit Service
site, along wit Authority
Hyde Park EKing Drive Chicago Streeterville
boardings aditional busllinois Street
ated within nd Chicago/
CTA bus a between th Ogilvie Tran
l informationes that publ
f the multim
ic and Pede
update prevaffic and ped
nks Court / Cnks Court / Snks Court / Hnks Court / Enks Court / Onks Court / Onks Court / Gnks Court / Ireet / Michig
al ‐ Outpatient
es of Illinoise of the stre
with the sur (CTA) oper
Express
e/Taylor
and alightins routes opert to serve the
approximat/State.
and rail servhe institutionnsportation
n for hospitalic transport
modal transpo
estrian Volu
vious trafficdestrian coun
Chicago AveSuperior StrHuron StreeErie Street Ontario StreOhio Street Grand AvenIllinois Streegan Avenue
t Care Pavilion
s Street; howet east of Co
rrounding arrates several
- Servic- Servic- Servic- Servic
ngs at stopsrate in the ve surroundin
tely ½-mile
vice, NMH,nal campus Center, LaS
al medical sttation and cortation syst
umes
c and pedents were per
enue eet
et
eet
nue et
wever, curbsolumbus Dr
rea, is well bus routes a
ce between Nce between Fce between Nce between C
adjacent tovicinity alonng neighborh
(ten-minute
in partnersand the fou
Salle Street, a
taff, employeommuter shtem serving
estrian counrformed in M
side pick-uprive. Illinois
served by padjacent to t
Navy Pier anFairbanks/ENavy Pier anChestnut/LS
o the site arng Fairbankshood and th
e walk) of t
ship with Nur downtowand Millenni
ees, patientshuttle option the site and
nt data at May 2010 at
Erie Stre Erie Stre Ontario Ontario Ontario Ontario Ohio Str Ohio Str
p/drop-off s Street is un
public transpthe site, as ou
nd 60th/CottErie and 95th/nd Chicago/SD and Ogd
re detailed s Court, Mic
he institution
two CTA Re
NU and RICwn Metra com
ium Station.
s, and visitorns are well u
d surroundin
the adjacenthe followin
eet / St. Claireet / McClurStreet / MicStreet / St. CStreet / McCStreet / Inn
reet / Michigreet / St. Cla
and loadingnder the juri
portation oputlined belo
tage Grove /St. Lawren/Austin den/Californ
later in thischigan Avennal campus.
ed Line rail
C, operate a mmuter rail.
rs (detailed lutilized and
ng campus ar
nt study inng intersectio
r Street rg Court chigan AvenClair Street Clurg Courter Lake Shorgan Avenueair Street
Page 6
g zones are isdiction of
ptions. The ow:
nce
nia
s report on nue, Grand
stations at
commuter stations at
later in this d important rea.
tersections, ons:
nue
t re Drive
Nor
Aug
The- 6trafcouevesho
It sgenTrahavstecouins
rthwestern Me
gust 2011
e traffic coun:00 PM) peaffic count daunt data collening. The own on Exhi
should be nonerally similaffic and Pave increasedady. Furtheunts performstitutional an
emorial Hospita
nts were conak periods, cata collectedlected, the r existing traibit 3.
oted that revlar to the trrking Study
d and othersermore, the med in 2002nd non-instit
al ‐ Outpatient
nducted in Mcoinciding w
d in the area esulting pea
affic volume
view of the rraffic countsy, despite cos have decretraffic volum
2 as part of tutional grow
t Care Pavilion
May 2010 duwith the pea for previouak hours arees are illustr
recent traffics conductedontinued groeased; howemes indicate the traffic wth in the su
uring weekdak hours of us studies at e 8:00 - 9:00 rated on Ex
c counts indd in 2006 anowth amongever, traffic ved in the recstudy prepa
urrounding
ay morning the adjacen the instituti AM in the m
xhibit 2, and
dicates the trnd 2007 as pg the instituvolumes in cent traffic cared for Pre neighborho
(7:00 - 9:00 t roadway nional campumorning and existing p
raffic volumepart of the Nutions. Som the area hacounts are alentice Womod.
AM) and evnetwork basus. Based ond 5:00 - 6:00
pedestrian vo
es collected Northwestere intersectio
ave remainedlso generally
men’s Hospit
Page 7
vening (4:00 sed on past n the traffic 0 PM in the olumes are
in 2010 are rn Campus on volumes d generally y similar to tal, despite
ILLINOIS ST
GRAND AVE
OHIO ST
McC
LURG
CT
LAKE SHORE DRIVEFA
IRBA
NKS
CT
ST. C
LAIR
ST
MIC
HIG
AN
AVE
ONTARIO ST
ERIE ST
HURON ST
SUPERIOR ST
CHICAGO AVE
SITE
LEGEND
XX - AM Peak Hour (8:00 - 9:00 AM)
(XX) - PM Peak Hour (5:00 - 6:00 PM)
- Existing Traffic Signal
- Existing Stop Sign
(815
) 695
(225
) 235
(150) 95(710) 475(235) 180
840 (
1170
)23
0 (32
5) (365
) 205
(600
) 585
105 (100)870 (760)250 (395)
100 (
190)
820 (
1100
)
(105
) 180
(165
) 300
205 (135)140 (200)
90 (60)675(480)75
(35)
315 (
465)
85 (1
55)
(495
) 520
(205
) 170
(115) 110(320) 395(280) 255
(105) 125(505) 665
(85) 85(180) 140(510) 560(170) 220
(70) 30(160) 165
(15) 10(55) 105
(200) 245(85) 65
665 (
1010
)55
(65)
25 (3
0)50
(15)
(140
) 130
(70)
85
(180
) 200
(560
) 495
(145
) 120
(112
0) 93
5
(65)
75(1
70) 1
70
45 (85)295 (385)400 (610)
100 (60)405 (455)65 (85)
85 (75)405 (440)90 (75)
(505
) 345
(140
) 195
(108
5) 91
5(1
20) 2
40
(130
) 120
(55)
50
(110
0) 88
5(9
5) 13
5
(60) 40(125) 210(185) 150
(65) 65(175) 100
(45) 45
240 (
315)
40 (3
0)
1385
(124
5)11
5 (85
)
85 (1
05)
50 (8
5)
1205
(109
0)75
(65)
110 (
160)
45 (5
5)
(130
) 190
(435
) 195
40 (95)190 (115)80 (85)
65 (165)30 (50)
110 (
80)
200 (
260)
205 (
180)
1190
(108
0)
175 (
140)
95 (9
0)
(470
) 165
(60)
70
(140
) 175
(90)
95
(250) 65(90) 95
(165) 120
(410) 85(140) 195
(320
) 180
(400
) 50
190 (
175)
35 (1
5)
(405) 560
EXISTING TRAFFIC VOLUMES
EXHIBIT 2
Nnot to scale
ILLINOIS ST
GRAND AVE
OHIO ST
McC
LURG
CT
LAKE SHORE DRIVEFA
IRBA
NKS
CT
ST. C
LAIR
ST
MIC
HIG
AN
AVE
ONTARIO ST
ERIE ST
HURON ST
SUPERIOR ST
CHICAGO AVE
SITE
205 (340)
250 (265)28
5 (33
5)
215 (
320)
270 (380)
315 (415)
280 (
315)
195 (
225)
210 (370)
260 (415)
390 (
350)
175 (
300)
250 (280)
320 (365)
305 (
350)
275 (
300)
315 (510)
345 (570)
280 (
1690
)
520 (
1685
)
240 (500)
180 (550)
650 (
1620
)
610 (
1705
)
135 (325)
220 (415)
285 (
335)
290 (
500)
195 (370)
160 (345)
275 (
380)
135 (
310)
170 (190)
210 (310)
250 (
340)
215 (
275)
330 (360)
315 (365)
315 (
575)
355 (
380)
245 (305)
235 (285)
370 (
595)
350 (
360)
130 (185)
215 (260)
300 (
250)
185 (
280)
140 (200)
135 (155)
240 (
265)
90 (1
40)
- (-)
- (-)
35 (1
50)
180 (425)
345 (425)
435 (
685)
390 (
390)
305 (420)
315 (
360)
- (-)
** UnderConstruction
EXISTING PEDESTRIAN COUNTS
EXHIBIT 3
LEGEND
XX - AM Peak Hour (8:00 - 9:00 AM)
(XX) - PM Peak Hour (5:00 - 6:00 PM)
- Existing Traffic Signal
- Existing Stop Sign
Nnot to scale
Nor
Aug
FU
Thisite
No
PredevnonCitincbut
Duecoproprobe bacChestiRivBar
Ins
ThestudatsuminstheprogroOCowpro
rthwestern Me
gust 2011
UTURE BAC
is section of e, but located
on‐Institutio
evious traffivelopment in-institutionty of Chicagcludes project are expecte
ue to limitedonomy, the dojects includoject. Thus, completed
ckground nohicago River
imates for thver East Arearton-Aschma
stitutional G
e campus iudents, and pted May 16,mmarized exstitution has e scheduled ojections ideowth that wCP is also exwned buildinojections are
emorial Hospita
CKGROUND
the report sd in the surro
on Develop
ic studies oinformation nal developmgo was contcts either uned to be appr
d funding todatabase pro
ded in the m the list of idby Year 201on-institutio on the southe non-instita Traffic andan Associate
Growth
institutions patients. As, 2007 and pxisting (Yea updated the occupancy entified by Nould be acco
xpected to angs and not summarize
al ‐ Outpatient
D DEVELOP
summarizes ounding area
pment
on the instit provided b
ment projectsacted to reqder construcroved and c
o maintain ovided by th
most recent ddentified pro14 or relativonal projectsth, Lake Mictutional backd Parking Opes, Inc.
have revisis part of a pprepared by
ar 2006) and eir current leof the prop
NMH for Yeaommodated
attract medicincluded in d in Table 2
t Care Pavilion
PMENT
informationa.
tutional camby the Chicas in the Streequest the latction, approvonstructed i
the databashe City wasdatabase areojects summely soon the are includechigan on thkground deperation Rev
ited their gprevious stuy Metro Tra future (Yeaevels and prosed Outpaar 2014, in te
d by initial ocal staff, em the Year 202.
n on potentia
mpus have ago Departmeterville aretest version ved but not in approxim
se and redu last updatee most likely
marized in Tereafter. Coed for the arhe east, and velopment p
view, dated
rowth projedy, the Nornsportation
ar 2012) projrepared newatient Care Perms of medoccupancy of
mployees, an014 growth p
al developm
included bment of Coma and the N of the data yet under co
mately the nex
uced levels oed at the endy to occur wable 1, to thonsistent wirea bound b Rush Streetprojects are November
ections of frthwestern C Group, Incjections. Fo
w future projePavilion). Itdical staff, emf the propos
nd outpatienprojections.
ment not asso
background mmunity Deear North Si
abase maintaonstruction,xt ten years.
of developmd of 2008 anwithin the ahe extent posith past traf
by Pearson St on the wesbased on da1997 and p
faculty, medCampus Trafc., each of thor the purpoections for Yt should be mployees, ansed OCP. H
nts not curre The previo
ociated with
growth derevelopment ide. For thisained by th, and not yet.
ment due tond it is not canalysis horissible, are es
ffic studies iStreet on thest. The trip ata reference
prepared for
dical staff, ffic and Parhe campus ioses of this sYear 2014 (renoted that t
nd outpatienHowever, theently locatedus and curr
Page 10
the subject
rived from (DCD), for
s study, the he City that t approved,
the recent clear which izon of this stimated to in the area, e north, the generation ed from the r CDOT by
employees, rking Study institutions study, each epresenting the growth nts, include e proposed d in NMH-ent growth
North
Augu
Tabl
1 ‐
2 ‐
Stree
Ritz C
850 L
Lofts
535 N
Cityfr
Inter
Onte
Rona
hwestern Memoria
ust 2011
le 1. Trip Gene
‐ Non‐Institution de
included in this tab
and the RIC Emplo
approved in 2008,
units and 211,766
Development of th
‐ Senior Living Resid
Developme
eter Place
Carlton Residences
Lake Shore Drive
at River East Art C
N. St. Clair Hotel
ront Plaza Tower P
Continental Chicag
rie Centre
ald McDonald Hous
al Hospital ‐ Outpat
ration Estimate
evelopment projects
ble as construction a
oyee Parking Lot pro
was not included in
sf of medical office)
he site is not anticipa
dential trip rate refer
nt
35
s 66
Av
85
Center 43
53
Phase III 22
go 50
Av
44
se 21
tient Care Pavilion
e ‐ Background N
provided from DCD
and occupancy by Yea
operty on the east sid
the DCD Year‐End 20
included in the mos
ted by Year 2014.
enced the “residenti
Address
55 E. Ohio Street
64 N. Michigan
venue
50 Lake Shore Driv
35 E. Illinois Street
35 N. St. Clair Stree
20 E. Illinois Street
05 N. Michigan
venue
46 E. Ontario Stree
11 E. Grand Avenue
Total
Non‐Institution
Year‐End 2008 Cent
ar 2014 is not anticip
de of McClurg Court
008 Central Area Dat
st recent study (NMH
al” category used for
Land
Use
Residentia
Retail
Residentia
e Senior
Residentia
Residentia
et Residentia
Retail
Residentia
Hotel
Retail
et Residentia
e Hotel
nal Developmen
tral Area Database.
pated and/or current
t between Ohio Stree
abase. It should also
H Parking Structure ‐
r typical residential ty
Units
al 481 du
10,000 sf
al 86 units
l2 139 du
al 241 du
al 261 du
7,700 sf
al 200 du
150 Rooms
11,000 sf
al 77 du
90 rooms
nt (Estimated Co
Based on current un
t development plans
et and Grand Avenu
o be noted that the G
January, 2010) is no
ypes including condo
AM Pe
In O
105 2
0
20
30 1
55 1
55 1
0
45 1
40 2
0
5 1
25 1
380 1
ompletion by Y
nderstanding of stat
s are unknown; the C
ue. The Waldorf‐Ast
Golub & Co. project a
o longer planned as it
ominiums and apartm
eak Hour
Out Total
25 130
0 0
5 25
10 40
15 65
15 65
0 0
10 55
25 65
0 0
15 20
10 35
30 510
ear 2014)1
us and planning, two
Chicago Spire at 400
oria development at
at the WBBM Studio
t was included in a tr
ments.
PM Peak
In Ou
75 45
10 5
15 10
20 15
40 25
40 25
5 5
30 20
40 20
10 5
10 5
25 10
320 190
Page 11
o projects were not
N. Lake Shore Drive
t Illinois/New, while
site (757 residential
ransaction with RIC.
k Hour
ut Total
5 120
15
0 25
5 35
5 65
5 65
10
0 50
0 60
15
15
0 35
0 510
Nor
Aug
Tab
Nor
Fac
Stud
Nor
Med
Res
Emp
Med
Hos
Out
Chil
Med
Res
Emp
Hos
Hos
Reh
Med
Emp
Hos
Hos
rthwestern Me
gust 2011
ble 2. Instit
Ins
rthwestern Uni
ulty / Employe
dents
rthwestern Mem
dical Staff
idents / Fellow
ployees / Volun
dical Staff Offic
spital Beds
tpatient Visits (
ldren’s Memori
dical Staff
idents/Fellows
ployees / Volun
spital Beds
spital Outpatien
habilitation Inst
dical Staff
ployees / Volun
spital Beds
spital Outpatien
emorial Hospita
ution Growt
stitution
versity ‐ Chicag
es
morial Hospita
ws
nteers
ce Employees
annual)
ial Hospital ‐ Li
s
nteers
nt Visits (annua
titute of Chicag
nteers
nt Visits (annua
al ‐ Outpatient
th Projectio
P
2
go Campus
l
1,0
ncoln Park Cam
al) 2
go
al)
t Care Pavilion
ns
Previous BaselinProjections
2006 20
2,660
2,205
1,235
570
6,715
1,400
775
063,880 1,39
mpus (2006 and
645
225
3,500
250
229,710 28
75
1,710
165
50,000 5
ne & s
Cu
012 20
3,565 3
2,405 2
1,545 1
595
8,570 6
1,820 1
1,085
96,805 1,425
d 2010)
740
255
3,815 3
275
87,500 195
85
1,965 1
175
57,500 57
urrent BaselineProjections
010 201
3,506 3
2,300 2
1,445 1
645
6,970 7
1,715 1
890
5,885 1,711
670
235
3,465 3
250
5,770 23
85
1,965 1
175
7,500 57
e &
14
3,800
2,530
1,625
725
7,755
1,925
945
1,545
750
270
3,670
288
7,960
85
1,965
175
7,500
Page 12
Nor
Aug
Yea
To asstrafamCarin Yestirep
Exh
rthwestern Me
gust 2011
ar 2014 Bac
develop a bsociated withffic resulting
mong other thre Center anYear 2012. Wimated incre
present, in pa
hibit 4 prese
emorial Hospita
ckground T
base level oh the proposg from the uhings, includ
nd EmployeeWhile the exeases in NMart, the propo
ents the Year
al ‐ Outpatient
Traffic Proje
of traffic volsed OCP, muupdated traffdes Ann & e Parking Faxpected NU
MH medical osed OCP an
r 2014 Backgr
t Care Pavilion
ections
lumes for Yeultiple compfic counts. TRobert H. L
acility, both cincreases in
staff, residend will be de
round Traffi
ear 2014 thaponents are cThe second i
Lurie Childrecurrently un
n faculty andents, medicaetailed later i
ic Volumes.
at representscombined. Tis projected en’s Hospita
nder construcd students oual staff officein this repor
s future conThe first com traffic growal of Chicagction and scutlined in Tae employeesrt.
nditions withmponent is t
wth to Year 2go and the Ncheduled forable 2 are ins, and outpa
Page 13
hout traffic the existing 2014 which, NMH Child r occupancy ncluded, the atient visits
ILLINOIS ST
GRAND AVE
OHIO ST
McC
LURG
CT
LAKE SHORE DRIVEFA
IRBA
NKS
CT
ST. C
LAIR
ST
MIC
HIG
AN
AVE
ONTARIO ST
ERIE ST
HURON ST
SUPERIOR ST
CHICAGO AVE
SITE
LEGEND
XX - AM Peak Hour (8:00 - 9:00 AM)
(XX) - PM Peak Hour (5:00 - 6:00 PM)
- Existing Traffic Signal
- Existing Stop Sign
- Access Driveway
YEAR 2014 BACKGROUND TRAFFIC VOLUMES
EXHIBIT 4
(845
)755
(235
)250
(150) 95(740) 500(235) 180
860 (
1210
)23
5 (33
5) (375
) 225
(620
) 625
110 (100)915 (805)250 (395)
100 (
190)
84
5 (11
50)
(110
) 215
(165
) 300
140 (185)765 (680)75
(35)
360 (
495)
85 (1
55)
(510
) 550
(210
) 185
(135) 135(400) 565(280) 255
(105) 125(605) 860
(95) 95
(195) 165(600) 730(170) 220
(70) 30(160) 165
(15) 10
(55) 105(205) 265
(85) 65
690 (
1060
)95
(85)
25 (3
0)50
(15)
(205
) 160
(130
) 105
(185
) 200
(585
) 535
(145
) 120
(112
5) 94
(65)
75(1
70) 1
70
45 (85)340 (540)
805 (1275)420 (650)100 (60)450 (610)65 (85)
85 (75)450 (595)90 (75)
(530
) 380
(140
) 200
(109
0) 92
0(1
20) 2
45
(130
) 120
(55)
50
(112
5) 92
0(9
5) 14
0
(60) 40(130) 230(185) 150
(300) 470 (65) 65(175) 100
(45) 45
285 (
345)
40 (3
0)
1425
(130
5)13
0 (90
)
85 (1
05)
50 (8
5)
1210
(109
5)90
(75)
110 (
160)
45 (5
5)
(135
) 195
(455
) 225
40 (95)190 (115)80 (85)
75 (190)30 (50)
110 (
80)
245 (
290)
225 (
220)
1210
(109
5)
175 (
140)
95 (9
0)
(490
) 195
(60)
70
(140
) 175
(95)
95
(275) 90(105) 105(175) 125
(415) 90(140) 195
(350
) 235
(415
) 50
230 (
195)
35 (1
5)
(420) 590
140(200)
205(135)
ERIE ST.
ONTARIO ST.
FAIR
BANK
S CT.
SITE
(385) 410
615 (755)
Nor
Aug
DE
Thispepro
De
The
Sit
Accpropro
rthwestern Me
gust 2011
EVELOPME
is section ofecific traffic oposed OCP
evelopment
e proposed O
Outpatient S
The majoritoffices, diamedical ser
A portion oto relocate occupied blater point such as inp
Retail
ApproximaOntario Stneighborhotime.
Parking and
The remainspace. Thefor select mOntario papedestrian parking wi441 E. Ontmaintain ex
e Access an
cess to/fromoperty at-graoperty to ma
emorial Hospita
ENT TRAFF
f the report and parkin on the surro
t Character
OCP consist
Services / Me
ty of the spaagnostic serrvices, and s
of the serviceto the propoy services th in time, som
patient beds,
ately 13,700 treet frontagood and cam
d Mechanical/
nder of the e parking wimedical staff.arking garag bridge spaill occur off-ario Street, xcess capacit
nd Circulati
m the propoade betweenaximize dist
al ‐ Outpatient
IC AND PA
outlines theng characterounding stre
istics
ts of the follo
edical Office
ace in the OCvices (i.e., l
same-day ou
es and physosed facility,hat may locame of those in comparis
square feet oge in the smpus emplo
/Support
building coll primarily . Additionage east of t
anning Fairbsite at eitheror at one orty.
ion
osed site is n Erie Streetance from F
t Care Pavilion
ARKING CH
e site’s proporistics, and eeet system.
owing comp
CP is focuselab testing,
utpatient sur
ician offices, so not all aate to the OC services areson to highe
of ground-flsoutheast cooyees and v
onsists of sev serve OCP p
al patient andthe site, whbanks Courtr the NMH er more off-c
planned viat and Ontar
Fairbanks Co
HARACTERI
osed develoestimates th
ponents:
d on provid ultrasoundrgery.
are alreadyctivity will b
CP will likelye expected tr turnover o
loor retail/reorner of theisitors. Spe
ven parkingpatients (selfd medical st
here they mt just southemployee paampus park
a a two-wayrio Street. Tourt (approx
ISTICS
opment planhe future tra
ding programd, x-ray, MR
y on campusbe new to thy be reused to be less inoutpatient se
estaurant spe site is plecific tenant
g levels (575f-park and vtaff parking
may walk toh of Erie Strarking faciliking facilitie
y north/souThe drivewaximately 180
ns, presents aaffic volume
mmed servicRI, and CT
in other buihe area. Whi for other ho
ntensive in teervices.
pace along thlanned to sts have not
5 spaces) anvalet) except will be accoo the OCP reet or at sty, currently
es generally
uth drivewaay, located a0 feet), allow
a summary es associate
ces including imaging),
ildings and ile the space
ospital servicerms of acti
he Fairbanksserve the subeen identif
nd mechanict for one flooommodated either via a
street-level. y under cons south of ca
y passing that the west
ws vehicles to
Page 15
of the site-d with the
g physician specialized
is expected es currently ces at some ivity levels,
s Court and urrounding fied at this
cal/support or available at the Erie-a proposed Employee struction at
ampus, that
hrough the side of the o enter and
Nor
Aug
eximoneiup/appThefrostaind
Growepedflooto/
Sit
TypTraoutof altedevchadaibeh
In aammame
Thetripocc
rthwestern Me
gust 2011
it at both Erotorists, avoiighborhood,/drop-off anproximate me parking com the internck without
door through
ound-floor pell as the indestrian ingor lobby ar
/from the Er
e Trip Gene
pically, traffansportationtpatient servdata sourceernative appvelopment caracteristics ily patient haviors, and
addition, momended Instianagement pedical staff, e
e mode splitp generationcupancy of th
emorial Hospita
rie Street anids generati, and limitsnd valet act
midpoint of omponent onal access drimpacting t
h-block pede
pedestrian anternal driv
gress/egress rea is also prie-Ontario p
eration
fic impact stun Engineers vices and thees referencedproach was tcharacteristiprovided byvolume, v
d an expected
ode split datitutional Plaplanning effemployees, a
t data for Nn projectionhe OCP, are
al ‐ Outpatient
nd Ontario Sng unnecess
s impacts ontivity are prthe internal f the plan priveway to ttraffic flow estrian conn
access to theveway. The via both Faplanned viaparking gara
udies includ(ITE) manuae differentiad in the ITEtaken to devics. TADI y NMH tha
visit length,d distributio
ta collected anned Deveforts, was reand outpatie
MH collectens, along wi presented i
t Care Pavilion
Street. Thissary traffic cn and fromrovided on driveway, r
provides appthe parking aalong the aection betwe
e lobby is plae ground-flairbanks Co
a two propoage and anot
de trip general titled Tripl of floor areE publicatiovelop trafficestimated t
at reflect the physician/
on of arrivals
in Spring 20elopment Noeferenced toents.
ed in Spring ith the site n Table 4.
s flexibility circulation a
m Fairbanks both sides oramps exten
proximately access contr
access driveween Erie Stre
anned via thloor neighboourt and Onosed pedestther spannin
ration estimap Generationea between tn for the “m projectionsrip generati
e specific flo/staffing nus and depart
010, as part oo. 3 and on
o incorporate
2010 is sumvariables a
maximizes around the b Court. Shof the drivend east and 200 feet of rol gates, alloway. The aeet and Onta
he north sidorhood reta
ntario Street.trian bridgeng Erie Stree
ates based on. Howeverthat of the pmedical/den
s that are moion based o
oor-by-floor umbers, optures during
of the campungoing mone the non-au
mmarized in and assump
access and block or thr
hort-term paeway within up to servequeuing capowing approaccess driveario Street fo
de of the buiail space is. Pedestrians; one span
et to/from Fe
n data publir, due to the
proposed OCntal office” ore represenon key vari program ofperating hog peak hours
us institutionitoring of cuto travel c
Table 3. Thptions repres
circulation rough the suarking lane
n the buildine the off-strepacity alongoximately 8 eway also por the neighb
ilding on Er proposed n access to
nning Fairbaeinberg Pavi
ished in the e specific pr
CP and the aland use ca
ntative of theiables and of the facilityurs, pick-u
s.
ns’ obligatiocampus tran
characteristic
he resultingsenting full
Page 16
options for urrounding s for pick-ng. At the eet parking. g the ramps vehicles to
provides an borhood.
rie Street as to include the second
anks Court ilion.
Institute of rogrammed average size ategory, an e proposed operational
y, including up/drop-off
on from the nsportation cs of NMH
g peak hour functional
Nor
Aug
Tab
P
Aut
Aut
CTA
CTA
Met
Met
Met
NU
CM
Tax
Pac
Wa
Bike
Wo
Oth
1 2
3
rthwestern Me
gust 2011
ble 3. Mode
Primary Model
to (drive alone)
to (carpool/dro
A Train
A Bus
tra + Shuttle
tra + CTA Bus
tra + Walk
Intercampus S
H 155 E. Super
i
e Paratransit
lk
e
rk at Home
her
Total3
‐ Faculty resp‐ Carpool coroutpatient s
‐ Sum of perc
emorial Hospita
e Split Surve
of Travel
op‐off)2
huttle
rior Shuttle
onses (63) are inresponds with murveys. entages may no
al ‐ Outpatient
ey Summary
Medical Staf(122 response
46%
2%
6%
10%
12%
2%
2%
1%
1%
1%
0%
12%
2%
0%
3%
100%
ncluded with Memedical staff/em
t equal 100% du
t Care Pavilion
(Year 2010)
ff1
es) Empl
(2,169 re
34
4
9
15
14
4
4
1
0
1
0
6
1
0
6
10
edical Staff mployee surveys
ue to rounding
) ‐ NMH
oyees esponses) (1,
4%
4%
9%
5%
4%
4%
4%
1%
0%
1%
0%
6%
1%
0%
6%
00%
s and drop‐off c
Outpatient 133 responses)
45%
13%
6%
11%
0%
0%
0%
N/A
N/A
9%
1%
13%
0%
N/A
2%
100%
corresponds wit
)
th
Page 17
Northw
August
Table
Physic
Institu
Surge
Imagin
Neigh
n/a ‐ N
1 ‐ F
a
p
2 ‐ F
s
p
3 ‐ A
o
4 ‐ A
o
5 ‐ A
a
6 ‐ A
A
7 ‐ T
western Memorial H
2011
4. Estimated T
Use
cian Offices3
ute (Medical Specia
ry5
ng / Testing6
borhood Retail7
Not applicable
For AM Peak Hour, a
and employees arriv
percent (outpatient).
For PM Peak Hour, a
staff and employees
percent (outpatient).
Assumes 5.7 visits/ro
operation are 8 AM ‐
Assumes 4.9 visits/ro
operation are 8 AM ‐
Assumes 110,500 pro
are 6 AM ‐ 6 PM. Ass
Assumes 110,500 pro
AM peak hour and 30
Trip generation rates
Hospital ‐ Outpatie
Trip Generation
Floor Area
(sf)
271,362
alist)4 162,664
81,332
40,666
13,700
ssume 48 percent au
ving based on hourly
.
assume 48 percent a
leaving based on ho
.
oom/day x 3 rooms; a
5 PM.
oom/day x 3 rooms.
5 PM.
ocedures or 438 pati
sume 10 percent of p
ocedures or 438 pati
0 percent depart in P
s referenced from the
ent Care Pavilion
a
Patients
/ Day
Avg
Len
(ho
2,437
1,341
277 1
139 1
n/a n
Tota
uto (medical staff), 3
y parking distribution
uto (medical staff),
ourly parking distribu
assumes 150 physicia
Assumes 96 physicia
ients/day. Assumes
patients arrive in AM
ients/day. Assumes
PM peak hour.
e River East Area Traf
Patients
. Visit
ngth
ours)
Sessions
/ Day
1 9
1 9
10 1
14 1
n/a n/a
al
38 percent auto (emp
n. Assume outboun
38 percent auto (em
tion. Assume inbou
ans (21 per floor) + 3
ans (24 per floor) + 2
6.7 FTE x 18 operati
peak hour and 30 pe
95 percent functiona
affic and Parking Ope
Max
PhyPatients
/ Session
271
149
277
139
n/a
ployee), 58 percent a
d trips as a percent
mployee), 58 percent
nd trips as a percent
3.5 staff per physicia
.5 staff per physician
ng rooms at full occ
ercent depart in PM
al capacity. Expected
ration Review, dated
x. No. of
ysicians
Max. N
of
Employ
143 499
91 228
‐ 115
‐ 54
n/a n/a
auto (outpatient), on
age of inbound trips
t auto (outpatient), o
tage of outbound tri
n at full occupancy;
n at full occupancy. A
upancy. Assumes 95
peak hour. Medical
d hours of operation
d November 1997 an
No.
yees
AM Pea
In O
245 7
140 4
30 1
15 5
‐
430 12
ne patient session inb
s are 4 percent (me
one patient session
ps are 4 percent (me
assumes 95 percent
Assumes 95 percent
5 percent functional
staff is already on ca
are 7 AM ‐ 9 PM. A
d prepared for CDOT
Projected Trip Ge
ak Hour2
Out Total I
70 315 7
40 180 4
10 40 2
5 20 1
‐ ‐ 5
25 555 14
bound, and 40 perce
dical staff), 11 perce
out bound, and 30 p
edical staff), 11 perc
functional capacity.
functional capacity.
capacity. Expected h
ampus.
Assume 10 percent o
T by Barton‐Aschman
Page 18
eneration
PM Peak Hour3
n Out To
70 245 31
40 140 18
20 70 9
10 30 4
5 10 1
40 485 62
ent of medical staff
ent (employee) 33
percent of medical
cent (employee) 33
Expected hours of
Expected hours of
hours of operation
of patients arrive in
n Associates, Inc.
tal
15
80
0
0
5
25
Nor
Aug
Dir
Theandchaovepregen
Tab
We
We
We
We
We
Sou
Sou
Sou
Nor
We
Sit
Theintedispatgro
rthwestern Me
gust 2011
rectional D
e estimated d departs tharacteristics er various sevious trafficnerated traff
ble 5. Direct
Orientat
st on Erie Stree
st on Ontario S
st on Ohio Stre
st on Grand Av
st on Illinois St
uth on Michiga
uth on Fairbank
uth on Lake Sho
rth on Lake Sho
st on Chicago A
e Traffic As
e site traffic ersections, i
stribution (Ttients in muoup and the
emorial Hospita
istribution
distributionhe site is a of street sy
sections of tc studies prefic for the pr
tional Distri
tion To / From
et
Street
eet
venue
treet
n Avenue
ks Court
ore Drive
ore Drive
Avenue
Total
ssignment
assignment,is a functionable 5). Due
ultiple locatio expected av
al ‐ Outpatient
n of site-genfunction of
ystem such athe system, epared for thoposed OCP
bution
, representinn of the estie to the propons, the site
vailability of
t Care Pavilion
nerated traffi several varas one-way and prevailhe campus iP is outlined
Inbo
10%
‐
30%
‐
10%
5%
5%
5%
25%
10%
100
ng traffic volimated trip posed plan te traffic assig parking dur
ic on the surriables, suchand two-wa
ling traffic vnstitutions,
d in Table 5.
Percen
und
%
%
%
%
%
%
%
%
0%
lumes associgeneration
to accommodgnment reflring the AM
rrounding rh as site accay streets, evolumes/pa the anticipa
t Distribution
iated with th(Table 4) in
date parkinglects the des
M and PM pe
roadway netcess locationease at whicatterns. Genated direction
Outbound
‐
40%
‐
10%
‐
5%
5%
5%
25%
10%
100%
he proposedn conjunctiog for medicasignated pareak hours.
twork as it ans and confch motoristsnerally consnal distribut
d OCP at theon with the al staff, emprking locatio
Page 19
approaches figurations, s can travel sistent with tion of site-
e study area directional loyees, and
ons by user
Nor
Aug
Patof tgenpeagar
Melimme
EmCenat tcamYeaprinotthe
Exh
Tot
Thecontrafand
Pro
In demparandcampar
Usipar
rthwestern Me
gust 2011
tients are prthe trip gennerated traffak hour, therage.
edical staff amited spaces edical staff tr
mployees in nter/Emplothe NMH Chmpus growthar 2014 Backmarily southt expected toeir off-campu
hibit 5 illust
tal Traffic A
e total traffnstruction anffic assignmd the site tra
ojected Par
addition tomand was arking demand the institumpus in Yearking deman
ing the samrking deman
emorial Hospita
roposed to pneration estimfic during the patient-gen
are also pla available forips are assig
the OCP wyee Parkinghildcare Cenh projection
kground Trah of the camo contribute us parking lo
trates the site
Assignment
fic assignmend occupanc
ment, illustraaffic assignm
rking Dema
o estimatingalso projectend rates, obttional growtar 2014 wasnd projection
e peak parknd specific to
al ‐ Outpatient
park on-site amate and thhe AM peak nerated trips
anned to paror physiciangned to and
will not parg Facility or nter/Employ
ns and incorpaffic Volume
mpus area, thto the study
ocation or po
e traffic assi
t
ent represency of the pro
ated in Exhibment (Exhibit
and
g the future ed for the stained from th projections estimated.ns for each y
king demando the propos
t Care Pavilion
and at the Ehe number o hour is exps are expect
rk both on-ns on-site rel from the on
k on-site; that an off-camyee Parkingporated in t
es (Exhibit 4)hey will not y area interseotentially util
gnment for t
nts the futuoposed Outpbit 6, includt 5).
traffic volusite as well previous pans (outlined Table 6 s
year.
d ratios for Nsed OCP dev
Erie-Ontario of spaces exppected to entted to be sp
-site and at lative to the
n-site parking
hey are plampus parkin
g Facility, thehe traffic stu). For emplobe driving t
ections. Thelize the camp
the propose
ure traffic vpatient Care
des the Year
umes associas the over
arking utiliz in Table 2), summarizes
NMH medicvelopment is
parking garpected to beter and exit
plit between
the Erie-One medical stg.
anned to pang location. eir trips willudy for thatoyees parkin
to the site anese employeepus shuttle s
d OCP.
volumes at e Pavilion, ar 2014 Backg
iated with trall institutiozation statist the peak pa the growth
cal staff, emps presented
rage. Basede available fothe site. Ho the site and
ntario parkintaff-generate
ark either in If employeel replace thot project, andng in off-camnd their peakes will eithersystem.
the study ianticipated iground Traff
the proposeonal camputics providedarking demah projection
ployees, andin Table 7.
d on the patior patients, owever, durd Erie-Ontar
ng garage. ed trips, the
n the NMHes are assignose already id thus, inclumpus parkink hour vehicr walk to the
intersectionsin Year 2014fic Volumes
ed OCP, peaus. Using pd by Standarand for the inns and assoc
d outpatient
Page 20
ent portion all patient-ing the PM rio parking
Given the peak hour
H Childcare ned to park included in uded in the ng facilities, cle trips are e OCP from
s upon the 4. The total (Exhibit 4)
ak parking peak period rd Parking, nstitutional ciated peak
ts, the peak
ILLINOIS ST
GRAND AVE
OHIO ST
McC
LURG
CT
LAKE SHORE DRIVEFA
IRBA
NKS
CT
ST. C
LAIR
ST
MIC
HIG
AN
AVE
ONTARIO ST
ERIE ST
HURON ST
SUPERIOR ST
CHICAGO AVE
SITE
LEGEND
XX - AM Peak Hour (8:00 - 9:00 AM)
(XX) - PM Peak Hour (5:00 - 6:00 PM)
- Existing Traffic Signal
- Existing Stop Sign
- Access Driveway
(5) 1
5(10) 15
5 (20
)5 (
20)
(15)
30
15 (5)
- (20
)10
(40)
80 (35)
30 (1
5)10
(20)
(5) 1
5
(60) 120 (65) 135
5 (20
)
(5) 1
5
(5) 1
5
80 (120)80 (35)- (40)55 (155)
15 (15)50 (135)5 (20)
(5) 1
5
(15) 15(35) 30(20) 10
(35) 30 (20) -(85) 30
(15)
15
- (20)
- (12
5)
30 (1
5)
(35)
15
(70)
-
(5) 1
5
(15) 30
(35)
15
30 (1
5)
(35) 80
30 (1
5)
(20)
45
(5) 1
5
15 (1
5)
(20)
45
10 (6
0)
ERIE ST.
ONTARIO ST.
FAIR
BANK
S CT.
SITE TRAFFIC ASSIGNMENT
EXHIBIT 5
Nnot to scale
SITE
(70)
55
(20) 10
70 (8
5)
155 (70)- (85)
ILLINOIS ST
GRAND AVE
OHIO ST
McC
LURG
CT
LAKE SHORE DRIVEFA
IRBA
NKS
CT
ST. C
LAIR
ST
MIC
HIG
AN
AVE
ONTARIO ST
ERIE ST
HURON ST
SUPERIOR ST
CHICAGO AVE
SITE
LEGEND
XX - AM Peak Hour (8:00 - 9:00 AM)
(XX) - PM Peak Hour (5:00 - 6:00 PM)
- Existing Traffic Signal
- Existing Stop Sign
- Access Driveway
(850
)770
(235
)250
(160) 110(740) 500(235) 180
865 (
1230
)24
0 (35
5) (375
) 225
(635
) 655
125 (105)915 (805)250 (395)
100 (
210)
85
5 (11
90)
(110
) 215
(165
) 300
140 (185)845 (715)10
5 (50
)37
0 (51
5)
85 (1
55)
(530
) 595
(210
) 185
(135) 135(400) 565(280) 255
(105) 125(605) 860
(95) 95
(195) 165(600) 730(170) 220
(70) 30(220) 285
(15) 10
(55) 105(270) 400
(85) 65
700 (
1120
)95
(85)
25 (3
0)50
(15)
(205
) 160
(130
) 105
(205
) 245
(585
) 535
(145
) 120
(113
0) 95
5
(65)
75(1
75) 1
85
45 (85)420 (660)
885 (1310)420 (690)100 (60)505 (765)80 (100)
85 (75)500 (730)95 (95)
(530
) 380
(140
) 200
(109
5) 93
5(1
20) 2
45
(135
) 135
(55)
50
(112
5) 92
0(1
00) 1
55
(75) 55(165) 260(205) 160
(335) 500 (85) 65(260) 130
(45) 45
315 (
360)
40 (3
0)
1425
(130
5)13
0 (90
)
85 (1
05)
50 (8
5)
1215
(111
5)90
(75)
125 (
175)
45 (5
5)
(135
) 195
(470
) 240
40 (115)190 (115)80 (85)
75 (190)30 (50)
110 (
80)
- (12
5)
275 (
305)
225 (
220)
1210
(109
5)
175 (
140)
95 (9
0)
(525
) 210
(60)
70
(70)
-
(140
) 175
(100
) 110
(275) 90(105) 105(175) 125
(415) 90(155) 225
(385
) 250
(415
) 50
260 (
210)
35 (1
5)
YEAR 2014 TOTAL TRAFFIC ASSIGNMENT
EXHIBIT 6
(455) 670
140(200)
205(135)
ERIE ST.
ONTARIO ST.
FAIR
BANK
S CT.
SITE
(70)
55
(385) 410
70 (8
5)
155 (70)615 (840)
(70) 150
N
A
T
N
Fa
St
N
M
Re
Em
M
H
O
Ch
M
Re
Em
H
H
Re
M
Em
H
H
1
2
3
4
5
6
7
8
9
10
orthwestern M
ugust 2011
able 6. Pea
I
Northwestern U
aculty / Employ
tudents
Northwestern M
Medical Staff3
esidents / Fello
mployees / Vol
Medical Staff Of
ospital Beds
utpatient Visits
hildren’s Memo
Medical Staff
esidents/Fellow
mployees / Vol
ospital Beds
ospital Outpati
ehabilitation In
Medical Staff
mployees / Vol
ospital Beds
ospital Outpati
‐ Based on e
‐ Calculated
‐ Includes p
‐ Includes R
‐ Includes m
‐ Includes v
‐ All CMH p
‐ Adjusted f
‐ Additional
0 ‐ Adjusted f
Memorial Hosp
k Parking De
nstitution
niversity ‐ Chica
yees
Memorial Hospit
ows4
unteers
ffice Employees
s (annual)3, 6
orial Hospital ‐
ws
unteers
ient Visits (ann
nstitute of Chica
unteers
ient Visits (ann
estimate of park
d as “Percent Gro
proposed OCP
RIC residents/fell
medical staff offi
isits to NMH and
arking is new to
from previous de
l parking deman
from existing de
pital ‐ Outpatie
emand Proje
ago Campus
tal
s3, 5
1
Lincoln Park Ca
ual)
ago
ual)
T
king demand pro
owth 2006 ‐ 201
lows
ce employees in
d NMH‐owned b
the study area a
emand to reflect
d projected, bas
mand to reflect
nt Care Pavilio
ection (Insti
Previous BaseUnit Project
2006
2,660
2,205
1,235
570
6,715
1,400
775
1,063,880 1,
ampus (2006 a
645
225
3,500
250
229,710
75
1,710
165
50,000
TOTAL
ovided by Standa
12” x “Adjusted P
n NMH‐owned b
buildings
and is included i
t anticipated mo
sed on input fro
110 patient/visi
on
itutional Cam
eline & tions
2012
3,565
2,405
1,545
595
8,570
1,820
1,085
,396,805
and 2010)7
740
255
3,815
275
287,500
85
1,965
175
57,500
ard Parking from
Previous Deman
buildings
in the increase i
ode split adjustm
m CMH, to refle
itor peak parkin
mpus)
Percent Grow2006 ‐ 201
34%
9%
25%
4%
28%
30%
40%
31%
15%
13%
9%
10%
25%
13%
15%
6%
15%
m between Febru
nd 2006”
n parking dema
ment by CMH da
ect additional on
g demand that w
wth 2
PreP
Dem
20
23%
26%
30%
40%
31%
10%
25%
15%
15%
uary 2006 and F
nd for Year 2012
ay shift medical s
n‐street parkers
will continue to
evious Peak mand1
AdjuPrevDem
006 20
1,120
1,940
100
215
875
1,040
515
305
60
6,170
February 2007
2
staff and employ
in Lincoln Park t
occur at the CM
usted vious mand
Chan2006‐2
06
1,120
1,940
100
215
875
7758
40510
305
60
5,795 +1
yees at new loca
that may drive to
MH Clark/Deming
nge 20122
ProjecPea
Dem
201
+255 1
+500 2
+30
+85
+275 1
+80
+100
+45
+10
1,380 7
ation consistent
o the Northwest
g outpatient faci
cted ak and
CurrUn
2 2010
,375 3,5
2,3
,440
1,4
6
6,9
130 1,7
300 8
,150 1,425,8
855
6
2
3,4
505 2
195,7
350 1,9
70 1
57,5
,175
with NMH med
tern Campus.
lity in Lincoln Pa
rent Baseline &it Projections
0 2014
506 3,80
300 2,53
445 1,62
645 72
970 7,75
715 1,92
890 94
885 1,711,54
670 75
235 27
465 3,67
250 28
770 237,9
85 8
965 1,96
175 17
500 57,50
ical staff and em
ark and not reloc
& Perc20
00 7
30
25
25
55 ‐10
25
45 ‐13
45 23
50 1
70 6
70 ‐4
88 5
960 ‐1
85
65
75
00
mployees
cate to Streeterv
cent Growth 012 ‐ 2014
% 6
р%
‐62% 0%
6
3% ‐13
3% 23
1%
‐26%
4%
5% ‐17
17%
‐
‐
‐
‐
ville
Change 2012‐201
6% +8
6% ‐14
6% +1
3% ‐4
3% +26
2% +125
7% ‐8
‐
‐
14
ProjectedPeak
Demand
2014
85 1,46
40 2,30
10 14
40 26
60 1,41
59 98
85 42
‐ 35
‐ 7
7,39
d
d
0
0
0
0
0
0
0
0
0
0
Page 23
Nor
Aug
Tab
Use
Me
Emp
Out
1
rthwestern Me
gust 2011
ble 7. Peak
er
dical Staff
ployees
tpatient Visits
‐ Based on ra
levels in Yea
emorial Hospita
Parking Dem
U
234
896
1,100,000
To
atio of peak pe
r 2006 (as prese
al ‐ Outpatient
mand Projec
Unit
4 daily
6 daily
annual visits
otal
eriod parking de
ented in Table 6)
t Care Pavilion
ction (OCP) ‐
Peak Parki
Demand Ra
0.22770
0.00082
emand compare
)
‐ Full Occupa
ing
ate1 Initial O
0
2
ed to institutio
ancy
Peak Parking
Occupancy
176
619
795
onal activity
Demand
Full Occupanc
257
905
1,162
cy
Page 24
Nor
Aug
AN
Thievaroa
Ca
CapinteabiaveLOLOdenCh
TheCapanddes
Tab
1
Theintenot
rthwestern Me
gust 2011
NALYSES A
is section ofaluate the padway system
pacity Anal
pacity analyersections dility to accoerage vehicle
OS A as the hOS F as the lonse urban n
hicago, it is n
e LOS gradpacity Manud travel timescription of e
ble 8. Level
Level of Se
A
B
C
D
E
F
‐ Based on Hig
e range of coersections ate that highe
emorial Hospita
ND RECOM
f the report otential impm and serve
lysis
yses were cduring the wommodate tre delay per vhighest (besowest (oversneighborhoo
not uncommo
des shown bual (HCM), es experienceach LOS ra
of Service D
ervice
ghway Capacity
ontrol delayre expected
er delays are
al ‐ Outpatient
MMENDAT
summarizespact of the pe as a basis o
conducted toweekday mor
raffic volumvehicle passst traffic flowsaturated conods, similar on for inters
below, whic quantify an
ced as a resuting can be f
Descriptions
Description
Minimal cont
within traffic
Minor contro
slightly restric
Moderate con
formation of q
Considerable
average trave
High control d
Extremely hig
traffic flow.
Manual, 2000
for each rat to carry a l
e tolerated fo
t Care Pavilion
TIONS
s the traffic proposed Ouof potential im
o assess therning and ev
mes, is expreing through
w and least nditions). D to Streeter
sections to op
ch are provnd categorizult of intersecfound in Tab
s1
rol delay; traff
stream.
l delay at signa
cted movemen
ntrol delay; mo
queues contrib
control delay t
el speeds conti
delay; average
gh control dela
ting (as detalarger volumor the corres
and parkingutpatient Camprovemen
e existing anvening peakessed in ter
h an intersectdelay), LOS
Due to the trarville and operate at LO
vided in theze the driverction controble 8.
fic operates at
alized intersect
nt within traffic
ovement withi
butes to lower
that may be su
nue to decreas
travel speed n
y; extensive qu
ailed in the Hme of vehiclponding LO
g analysis ofare Pavilion nt measures
nd future ok hours. Therms of Levetion. Levels
S E as saturaaffic charact
other neighbOS E or LOS
e Transportr’s discomfo
ol and the res
primarily free‐
tions; traffic op
c stream.
n traffic stream
average trave
ubstantially inc
se.
no more than 3
ueuing and hig
HCM) is sholes and stop
OS ratings.
f existing an developmeto mitigate s
operating coe capacity oel of Services of Service rated or at-cateristics and borhoods or F during pe
tation Reseaort, frustratisulting traff
‐flow condition
peration at a fa
m more restric
el speeds.
creased by sma
33 percent of f
gh volumes cre
own in Tablepping is requ
nd future coent on the susuch impact
onditions ofof an intersece (LOS), barange from Aapacity cond physical conr business
eak periods.
arch Board’sion, fuel confic queuing.
ns; unimpeded
airly unimpede
ted than at LO
all increases in
free flow speed
eate exceeding
e 9. Becauseuired during
Page 25
onditions to urrounding t.
f the study ction, or its sed on the
A to F, with ditions, and nstraints of districts in
s Highway nsumption, A detailed
d movement
ed level with
OS B;
flow;
d.
gly restricted
e signalized g red time,
Nor
Aug
Tab
Le
1
It sa rinteor t
Basand
Tab
Inte
Chic
No
Ea
W
Ov
Sup
No
So
Ea
Ov
rthwestern Me
gust 2011
ble 9. Level o
evel of Service
A
B
C
D
E
F
‐ Based on Hig
should be norealistic assersection apto bypass lef
sed on thesed evening pe
ble 10. Inte
ersection
cago Avenue/
orthbound App
stbound Appro
estbound App
verall Intersect
perior Street/F
orthbound App
outhbound App
stbound Appro
verall Intersect
‐ Signalized
‐ Minor‐Leg
‐ All‐Way St
emorial Hospita
of Service G
Un
ghway Capacity
oted that somessment of
pproach withft-turning ve
e assumptioneak periods
rsection Cap
Fairbanks Cou
proach
oach
roach
tion
Fairbanks Cour
proach
proach
oach
tion
d Intersection
g Stop‐Controlle
top‐Controlled I
al ‐ Outpatient
Grading Crite
nsignalized Inte
0 – 10
> 10 – 1
> 15 – 2
> 25 – 3
> 35 – 5
> 50
Manual, 2000
me assumptlane geom
h a bus stopehicles is ass
ns and the Hare reported
pacity Analy
rt
rt
d Intersection
ntersection
t Care Pavilion
eria1
Control Dela
ersections
5
5
5
0
ions were inmetry and u
or no parkisumed to ha
HCM standard in Table 10
ysis
Ex
AM Peak H
Avg. Delay
(sec/veh)
20‐
12
6
14
8
19
22
16
ay Per Vehicle (
ncorporated utilization ating zone tha
ave a short ri
rds, the capa0 for both ex
isting Conditio
our PM
LOS Avg. D
(sec/v
B 63
B 40
A 7
B 46
A 15
B 14
C 55
B 31
(sec/veh)
Signalized In
0 –
> 10
> 20
> 35
> 55
> 8
into the capt the studyat is commoight-turn or
acity analysixisting and Y
on
Peak Hour
Delay
veh) LOS
3 E
0 D
A
6 D
5 B
4 B
5‐ D
1 C
ntersections
– 10
– 20
– 35
– 55
– 80
80
pacity analyy intersectioonly used by left-turn lan
is results forYear 2014 co
AM Peak H
Avg. Delay
(sec/veh)
41
13
6
23
15
16
22
18
ses in orderons. For exy right-turninne, respective
r the weekdanditions.
Year 2014
our PM
LOS Avg. D
(sec/v
D 79
B 40
A 7
C 54
B 25
B 15
C 72
B 42
Page 26
r to provide xample, an ng vehicles ely.
ay morning
Peak Hour
Delay
veh) LOS
9 E
0 D
A
4 D
5 C
5 B
2 E
2 D
Nor
Aug
Tab
Inte
Hur
No
So
We
Ov
Erie
No
So
Ea
Ov
Erie
No
So
Ea
Ov
Erie
No
So
Ea
Ov
Erie
No
So
Ea
Ov
Erie
No
Ont
So
rthwestern Me
gust 2011
ble 10. Inte
ersection
ron Street/Fair
orthbound App
outhbound App
estbound App
verall Intersect
e Street/Michi
orthbound App
outhbound App
stbound Appro
verall Intersect
e Street/St. Cla
orthbound App
outhbound App
stbound Appro
verall Intersect
e Street/Fairba
orthbound App
outhbound App
stbound Appro
verall Intersect
e Street/McClu
orthbound App
outhbound App
stbound Appro
verall Intersect
e Street/NMH
orthbound App
tario Street/N
outhbound App
‐ Signalized
‐ Minor‐Leg
‐ All‐Way St
emorial Hospita
rsection Cap
rbanks Court
proach
proach
roach
tion
gan Avenue
proach
proach
oach
tion
air Street
proach
proach
oach
tion
anks Court
proach
proach
oach
tion
urg Court
proach
proach
oach
tion
OCP Access
proach
MH OCP Acces
proach
d Intersection
g Stop‐Controlle
top‐Controlled I
al ‐ Outpatient
pacity Analy
ss
d Intersection
ntersection
t Care Pavilion
ysis (continu
Ex
AM Peak H
Avg. Delay
(sec/veh)
16
10+
15
14
5
9
49
10+
11
10+
11
11
25
11
11
17
9
9
8
9
ued)
isting Conditio
our PM
LOS Avg. D
(sec/v
B 13
B 12
B 12
B 12
A 5
A 9
D 50
B 11
B 10+
B 10+
B 10
B 10+
C 6
B 9
B 9
B 7
A 9
A 8
A 8
A 9
n/a
n/a
on
Peak Hour
Delay
veh) LOS
3 B
2 B
2 B
2 B
A
A
0 D
1 B
+ B
+ B
0‐ A
+ B
A
A
A
7 A
A
A
A
A
AM Peak H
Avg. Delay
(sec/veh)
6
12
22
12
7
12
49
14
13
11
13
13
13
7
13
11
10‐
9
9
9
11
10‐
Year 2014
our PM
LOS Avg. D
(sec/v
A 7
B 14
C 16
B 11
A 6
B 10+
D 49
B 12
B 11
B 11
B 10+
B 11
B 13
A 7
B 10
B 10
A 12
A 9
A 10+
A 11
B 10+
A 10
Page 27
Peak Hour
Delay
veh) LOS
A
4 B
6 B
1 B
A
+ B
9 D
2 B
1 B
1 B
+ B
1 B
3 B
A
0‐ A
0 B
2 B
A
+ B
1 B
+ B
0‐ A
Nor
Aug
Tab
Inte
Ont
No
So
We
Ov
Ont
No
So
We
Ov
Ont
No
So
We
Ov
Ont
No
So
We
Ov
Ont
No
So
Ov
Ohi
No
So
Ea
Ov
n/a
rthwestern Me
gust 2011
ble 10. Inte
ersection
tario Street/M
orthbound App
outhbound App
estbound App
verall Intersect
tario Street/St
orthbound App
outhbound App
estbound App
verall Intersect
tario Street/Fa
orthbound App
outhbound App
estbound App
verall Intersect
tario Street/M
orthbound App
outhbound App
estbound App
verall Intersect
tario Street/In
orthbound App
outhbound App
verall Intersect
io Street/Mich
orthbound App
outhbound App
stbound Appro
verall Intersect
‐ Not applic
‐ Signalized
‐ Minor‐Leg
‐ All‐Way St
emorial Hospita
rsection Cap
Michigan Avenu
proach
proach
roach
tion
t. Clair Street
proach
proach
roach
tion
airbanks Court
proach
proach
roach
tion
McClurg Court
proach
proach
roach
tion
nner Lake Shor
proach
proach
tion
higan Avenue
proach
proach
oach
tion
cable
d Intersection
g Stop‐Controlle
top‐Controlled I
al ‐ Outpatient
pacity Analy
ue
t
e Drive
d Intersection
ntersection
t Care Pavilion
ysis (continu
Ex
AM Peak H
Avg. Delay
(sec/veh)
13
13
43
18
38
13
9
16
8
27
15
15
18
4
12
14
9
8
9
13
8
46
20‐
ued)
isting Conditio
our PM
LOS Avg. D
(sec/v
B 13
B 13
D 45
B 19
D 40
B 20
A 9
B 18
A 11
C 21
B 27
B 21
B 15
A 8
B 10+
B 11
A 9
A 7
A 8
B 15
A 8
D 49
B 21
on
Peak Hour
Delay
veh) LOS
3 B
3 B
5 D
9 B
0 D
0‐ B
A
8 B
1 B
1 B
7 C
1 C
5 B
A
+ B
1 B
A
A
A
5 B
A
9 D
1 C
AM Peak H
Avg. Delay
(sec/veh)
14
12
46
20‐
39
15
10‐
17
10+
30
17
17
20‐
9
14
16
9
9
9
15
9
54
25
Year 2014
our PM
LOS Avg. D
(sec/v
B 18
B 13
D 77
B 31
D 41
B 24
A 12
B 19
B 19
C 24
B 41
B 31
B 15
A 15
B 13
B 14
A 9
A 8
A 8
B 15
A 8
D 54
C 24
Page 28
Peak Hour
Delay
veh) LOS
8 B
3 B
7 E
1 C
1 D
4 C
2 B
9 B
9 B
4 C
1 D
1 C
5 B
5 B
3 B
4 B
A
A
A
5 B
A
4 D
4 C
Nor
Aug
Tab
Inte
Ohi
No
So
Ea
Ov
Ohi
No
So
Ea
Ov
Gra
No
So
We
Ov
Illin
No
So
We
Ov
BasserareappStr
Dewoexp
rthwestern Me
gust 2011
ble 10. Inte
ersection
io Street/St. Cl
orthbound App
outhbound App
stbound Appro
verall Intersect
io Street/Fairb
orthbound App
outhbound App
stbound Appro
verall Intersect
and Avenue/Fa
orthbound App
outhbound App
estbound App
verall Intersect
nois Street/Col
orthbound App
outhbound App
estbound App
verall Intersect
‐ Signalized
‐ Minor‐Leg
‐ All‐Way St
sed on the carvice for the e generally proaches indeet at Michig
tailed revieorksheets propected to ex
emorial Hospita
rsection Cap
lair Street
proach
proach
oach
tion
banks Court
proach
proach
oach
tion
airbanks Court
proach
proach
roach
tion
lumbus Drive
proach
proach
roach
tion
d Intersection
g Stop‐Controlle
top‐Controlled I
apacity anal future condsimilar to tdicate LOS gan Avenue
w of indiviovided in thperience lev
al ‐ Outpatient
pacity Analy
t
d Intersection
ntersection
lysis of studyditions (incluthe current D or better
e and Colum
idual intershe Technical vels of servic
t Care Pavilion
ysis (continu
Ex
AM Peak H
Avg. Delay
(sec/veh)
24
20
9
13
11
7
18
12
10‐
22
22
19
24
14
21
20‐
y intersectiouding the pr
conditions.r with the e
mbus Drive a
section mov Appendix) ce below LO
ued)
isting Conditio
our PM
LOS Avg. D
(sec/v
C 24
C 26
A 8
B 15
B 12
A 9
B 21
B 13
A 50
C 30
C 41
B 39
C 30
B 118
C 26
B 65
ons, in most roposed OCP As shown
exception oft Illinois Stre
vements (wiindicates th
OS D. While
on
Peak Hour
Delay
veh) LOS
4 C
6 C
A
5 B
2 B
A
1 C
3 B
0 D
0 C
1 D
9 D
0 C
8 F
6 C
5 E
cases, the avP and non-sn in Table
f some appreet.
ith details ihat select moe most indiv
AM Peak H
Avg. Delay
(sec/veh)
25
23
10‐
13
13
7
23
15
11
25
23
20+
26
18
22
22
verage vehicite-generate10, most s
roaches alon
included in ovements at vidual inters
Year 2014
our PM
LOS Avg. D
(sec/v
C 25
C 31
A 9
B 15
B 8
A 9
C 24
B 13
B 24
C 23
C 45
C 31
C 32
B 32
C 27
C 30
cle delays aned backgrountudy area ing westboun
the capacit study interssection mov
Page 29
Peak Hour
Delay
veh) LOS
5 C
1 C
A
5 B
A
A
4 C
3 B
4 C
3 C
5 D
1 C
2 C
2 C
7 C
0 C
nd levels of nd growth) intersection nd Ontario
ty analysis sections are
vements are
Nor
Aug
antser
In cappedintefro
Alosouvolthecomsigporaddped
If inteevewoincof Fintethe
Thelegpedres
rthwestern Me
gust 2011
ticipated to rvice that are
Ontario Ohio St Grand A Erie Str
many locatpacity issuedestrians inersections alm the crossi
ong Ontariouth. This lilume (420 ine pedestrianmpeting mo
gnificant delartion of thatdressing thidestrian mov
pedestrian ersection, thening peak ould improvconvenience Fairbanks Cersection an
e north side o
ere is precedg of Chicagodestrians asstriction for a
emorial Hospita
exhibit accee expected to
o Street/Fairtreet/MichigAvenue/Illireet / Michig
ions that ex is the con
n the adjacelong Michiging streets of
o Street, Fairmitation on
n AM peak, n crossings (ovements vieay. While tht phase allows specific isvements from
movementshe capacity fhour, when
ve from LOS for those w
Court at the inyways and of Ontario S
dent for thiso Avenue at ssociated wa trial period
al ‐ Outpatient
eptable levelo accommod
rbanks Courgan Avenue:nois Street: gan Avenue
xhibit poor nflict betweeent crosswalgan Avenue eften experien
rbanks Courn traffic circu 690 in PM p(210 in AM e for a limihe westbounws turns wisue at the Fm this confli
s were profor westbou
n the vehicuS F (101.7 se
who cross theintersection would not b
Street and wo
s approach i Fairbanks Cith potentia
d to evaluate
t Care Pavilion
ls of servicedate some sit
rt: WB Lef: EB Thru
SB Left-: SB Left-
levels of seen vehicles lk, the capaexperience snce delay w
rt representsulation in thpeak) from peak, 310 ited availabind left-turn mithout yieldFairbanks Coict point.
hibited at und left-turnlar delay is
ec/veh) to Le south leg o may alreadbe greatly imould be inco
in the neighCourt to helal improveme the resultin
e, some indivte-generated
ft-Turn -u --Turn --turn -
ervice within and pedesacity for vesignificant phile waiting
s the first ohe neighborOntario Strein PM peakility of signmovement ding to pedeourt/Ontari
the south ning vehicles highest, the
LOS C (27.5 of the intersey be crossin
mpacted; yeonvenienced
borhood; pep facilitate n
ment, one png benefits, p
ividual movd traffic inclu
- LOS F - LOS E - LOS F - LOS E
n the studystrians. Asehicular trafpedestrian crg for pedestr
opportunity rhood resulteet to Fairbak) on the sonal time anddoes have a estrians. Thio Street int
leg of the s is expectede level of se sec/veh). ection. Som
ng in advanct, others ma by the pede
edestrian cronorthboundpotential oppedestrian im
vements withude:
during PM p during AM during PM p during AM
y area, a mas turning vffic is negatrossing volumians to comp
west of Lakts in a heavanks Court. outh leg of d the vehicupermitted/p
herefore, onetersection in
Fairbanks d to improvervice for thClearly, the
me of those wce of or subsay have no iestrian cross
ossings are pd left-turns. ption includmpacts, and
h poor futur
peak hour peak hour peak hour and PM pea
ajor componvehicles mustively impames; thus, tuplete their cr
ke Shore Drvy westboun
When confthe intersec
ular traffic eprotected phe option to c
ncludes elim
Court/Ontve significanhe westboune tradeoff is who cross thsequent to cintention of swalk remov
prohibited o Given the tdes implem
d other issue
Page 30
re levels of
ak hours
nent of the st yield to
acted. The urns to and rossing.
rive to turn nd left-turn flicted with ction, these experiences hase, only a consider in
minating the
tario Street ntly. In the nd left-turn pedestrian
he south leg crossing the
crossing to val.
on the west tradeoff for
menting the s.
Nor
Aug
Ob
Whmacon
Baspedseropeana
rthwestern Me
gust 2011
bserved Ope
hile the capaintain accepnditions dur
sed on the destrian volrvice are prerations thaalysis. Key o
Residua
One chqueues FairbanOntariohours, vstreet tlimitingeffectivuntil latraffic fsignal c
Bus stop
The subtranspowhile thintersecturnaroCourt d
CTA bublockinOntarioFairbanCTA roseem m
The busnorth a
emorial Hospita
erational A
acity analysptable levelsring the peak
analysis oumes, type
rimarily witat impact traobservations
al Vehicle Que
haracteristic extending b
nks Court (ao Street betwvehicle queu
traffic flow g the cross-
vely reducinte in the sigflows recovcycles; howe
ps and Bus Tu
bject site, inortation. In phe excellent ction along Found/lay-bydoes impact
uses occupyng heavy righo), and prevnks at Huronoutes, multip
magnified by
s turnarounat this route
al ‐ Outpatient
Analysis
ses indicate s of service,k hours with
f traffic voof traffic co
thin acceptaaffic flow as regarding t
eues and Inte
that impactback from doapproximateween Michigues can extein a couple-street thru g capacity.
gnal phase afer from int
ever, other oc
urning Maneu
nstitutional particular, th transit acceFairbanks C
y area at the traffic flow i
ying near-sidht-turn locat
vent traffic fn and southbple buses ar the relative
d area just e terminus an
t Care Pavilion
that most s, field obser
hin portions
olumes, the ontrol, and iable ranges.nd vehicle these charac
ersection Bloc
ts traffic flowownstream ily 300 feet),an Avenue aend to and te of ways. traffic, resu At other tifter the dowersection blccurrences m
uvers
campus, anhe CTA operss is a benef
Court betweeground flooin various w
de stops limtions (i.e., nofrom bypassbound Fairbe also often ly short nort
east of Fairbnd avoid ex
study intersrvations sugof the study
travel laneif signalized. Howeverqueues, but
cteristics or c
cking
w in the stuintersections St. Clair Strand St. Clairthrough upsOne exampulting in skimes, the lef
wnstream vehlocking and may continu
nd surroundrates severafit, the comben Ohio Streor of the Erieways.
mit traffic floorthbound Fsing vehiclesbanks at Erie observed bth-south blo
banks Court xtra operatin
sections andggest otherwy area.
es available d, the signal r, there aret are not acconditions a
udy area is ts, particularlreet (approxr Street (appstream interple is traffickipped or pft-turns andhicle queues extended q
ue for longer
ding neighboal bus routes bination of beet and Chice-Ontario pa
ow when blFairbanks at s waiting toe). Since Faibunched togeocks along Fa
allows the #ng expenses
d directionalwise as there
at each in phasing an
e several chccurately refare outlined b
the occurrenly along shoximately 300proximately rsections whc completelypartially us
d right-turnss begin to suqueue lengt periods of t
orhood are along Fairb
bus stops in cago Avenuearking garag
locking a th Erie and so
o make left-tirbanks Couether. Thesairbanks Co
#3 - King Ds and potent
l approachee are conge
ntersection, nd timing, thharacteristicsflected in thbelow:
nce of residort blocks su0 feet), and 400 feet). D
hich then imy blocking osed signal ps cannot be ubside. Somths within otime.
well-servedbanks Court.each directie coupled w
ge just east o
hru lane, creuthbound Fturns (i.e., n
urt accommose two condiourt.
rive route totial traffic im
Page 31
s generally ested traffic
conflicting he levels of s of traffic he capacity
dual vehicle uch as along
westbound During peak mpact cross-
or partially phases and completed
metimes the one or two
d by public However, on at every
with the bus f Fairbanks
eate queues Fairbanks at northbound odates three itions often
o turn back mpacts that
Nor
Aug
rthwestern Me
gust 2011
would street dof the OtypicallcontinuOntario
Curbside
One tradowntoas taxi lparkingAt timecurbsidat that Within east of M
Inconsis
The crowide) tto five lthe studirectiotraffic fsouthboErie Str
This inintersecblocks calculaton upst
Anothewestboulane droturningtraffic gthru/leapproac
emorial Hospita
result from during driveOntario Strely requires ue its route o Street at Fa
e Activity
affic charactown Chicagoloading/unlg for quick ees, these act
de activities ointersection the study aMichigan Av
stent Lane Ut
oss-section oo four laneslanes just sody area, the
on. Howeveflow and capound betweereet.
consistent action capacitalong Fairb
ted levels oftream interse
er location wund approacop (and far
g vehicles togenerally aveft-turn and ch.
al ‐ Outpatient
circulating r breaks. H
eet/Fairbankbuses to blonorthbound
airbanks Cou
teristic that o region is thloading of perrands, valtivities can roccur just be
n is reduced area, these isvenue, and n
tilization
of Fairbanks s north of Onuth of Ontare faded laneer, during ppacity, obseren Erie Stree
and underutty and availbanks Courf service andections, as p
with inconsisch of Ontariside CTA bu
o yield righvoids use of separate th
t Care Pavilion
around the However, theks Court intock multipld on Fairbaurt.
is commonlhe presence assengers, ta
let services freduce a twefore or beyo and driversssues appeanear McClur
Court transntario Streetrio Street (59e striping in
peak hours wrvations indet and Ontar
tilization of lable vehiclet. In turn,
d observed cpreviously de
tent observeio Street at Fus stop) just
ht-of-way tof the sharedhru lanes, th
block whilee exit for theersection ane westboun
anks Court
ly observed of curbside axi staging, for restauran
wo-lane or thond an inters begin expear most prevrg Court at E
sitions from t (47 feet wi9 feet wide).ndicates, anwhen full u
dicate that drrio Street, an
the two trae queue stor, this charaonditions inescribed.
ed lane utilizFairbanks Cot west of Fai pedestrian
d thru/righthus limiting
e also provide bus turnarond the bus tnd travel lanand thus im
in the stud activity. Th loading/delnts and hotehree-lane strsection, theeriencing incvalent alongErie and Ont
three lanes ide, includin. As the stred drivers ty
utilization ofrivers utilize
nd to a lesser
avel lanes inrage betwee
acteristic expn addition to
zation is theourt. Due toirbanks Cou
ns crossing Ft-turn lane ag westboun
ding a placeound is appturning mannes on Ontampact the w
dy area andhis includes livery vehiclels, and othreet to a on
e traffic flowcreased dela
g St. Clair Sttario Streets
south of Chng 5-foot wieet widens trypically utilf a four-lanee only 1 lanr extent betw
n each direcen the relatiplains some
o cascading r
e shared thruo the almost
urt and the coFairbanks Cand typicalld capacity
e for buses toproximately neuver exitinario Street iwestbound c
other locata variety of le activities,
her pick-upsne-lane stree and resultinay and vehitreet, in the s.
hicago Avende mountabraveling soulize, two lane cross-secti
ne at times, pween Huron
ction result vely short ne differentiaresidual que
u/right-turn immediate ommon nee
Court, westbly uses just of the mov
Page 32
o stage off-65 feet east ng the lane in order to capacity of
tions in the forms such short-term /drop-offs.
et. If these ng capacity cle queues. blocks just
nue (33 feet ble median) uth through nes in each on benefits particularly n Street and
in reduced north-south al between eue impacts
n lane of the westbound d for right-
bound thru the shared
vement and
Nor
Aug
Co
In rReppro
Thewit
rthwestern Me
gust 2011
ordination
recent yearsports for thoposed site:
Northw Childre McClur Northw NMH C Northw
e following th respect to
In the Nof estabpropertimprovprovidefoot of a
ConsistChicago
The Nobridgeson surr
The Nostops althe imppublic t
As an ophase wintenderesiduafundingmodific
Based onorthboFairbanby redu
emorial Hospita
with Camp
s, several effohe following
western Camen’s Memorirg Court On
western CamChildcare anwestern Cam
summarizeso the propose
Northwesterblishing an aties redevel
vements, roaed outside oa tree grate)tent with NMo, all loadingorthwestern s between caounding int
orthwestern long Fairbanpact of stoptransportatioobligation fowill be addeed to improval queuing thg for the imcation in mid
on review anound left-tunks Court anucing vehicle
al ‐ Outpatient
pus Transpo
orts have beg efforts (wi
mpus Traffic ial Hospital Te-Way/Two
mpus Transpond Parking G
mpus Mode-S
s key plannied site:
rn Campus Tapproximatelop. The padway improf the R.O.W must be proMH past prag/unloading Campus Trampus buildersections. Campus Tr
nks Court, ops and bus bon. or approval ed to the Faive northbounhrough upst
mprovementd-late May 2
nd observatiurn phase snd improvese-pedestrian
t Care Pavilion
ortation Pla
een undertakith the lates
and ParkingTraffic and Po-Way Studyortation Man
Garage StudySplit Study (
ing initiative
Traffic and Pe 15-foot peproposed provements,
W., a minimuovided in thactices and tg for patientansportation
dings and pa affic and Pa
one of whichbunching on
of the NMHirbanks Cound traffic flotream interst to the City2011.
ons of trafficsignificantly s pedestrian n conflicts.
anning Obje
ken to studyst report dat
g Study (MayParking Study (June 2009)nagement Py (January 20November 2
es or commi
Parking Studedestrian-levlan incorpoand wider
um 9-foot cle public sidethe plan for ts, employeen Managemarking struct
arking Studyh may be then traffic flow
H Childcareurt/Huron Sow along theections at Ey of Chicag
c conditions improves n safety on th
ectives
y traffic and tes) have be
y 2007) dy (Septemb) lan (Septem010) 2010)
itments that
dy, one recomvel building orates this
pedestrian lear pedestriewalk. Ann & Robes, and deliv
ment Plan suptures to limi
y recommene stop immedw, but still
e and ParkinStreet intersee Fairbanks rie Street an
go and CDO
s after the signorthbound
he west leg o
parking issueen reviewe
ber 2007)
mber 2009)
t influence tr
mmendation setback alosetback to
zones. Whian zone wi
bert H. Lure veries are offpports the pt the impact
nded the condiately adjacmaintaining
ng Garage, aection. This Court corridnd Ontario SOT impleme
gnal modificd traffic flowof Huron Str
ues in the caed with resp
ransportatio
n includes coong Fairbank
allow for hile sidewaidth (includi
Children’s Hf-street. provision of t pedestrians
nsolidation ocent to the sg convenien
a northbouns signal moddor and helpStreet. NMHented the tra
cation, the nw and queureet at Fairb
Page 33
ampus area. pect to the
on planning
ontinuation ks Court as streetscape
alk may be ing up to 1
Hospital of
pedestrian s may have
of CTA bus site, to limit nt access to
nd left-turn dification is p to reduce H provided affic signal
new lagging uing along
banks Court
Nor
Aug
Fai
Faisurincpedcap
Hobotadjof pavmavehFai
CTA
In opppro
BascooCTFai
rthwestern Me
gust 2011
irbanks Cou
irbanks Courrounding ncreased roaddestrian volupacity often i
owever, the pth pedestriajacent to theFairbanks Cvement andarkings provhicle queue irbanks Cou
A Bus Stop
coordinationportunities oposed site a
Maintaiwho ma
Preferenboardin
Provisiominimu
Maintai
sed on the Cordination in
TA bus stopirbanks Cou
emorial Hospita
urt Widenin
urt serves aneighborhooddway capaciumes that coincludes com
proposed sitan and traffe site. The wCourt. In ad replacemen
vides wider storage. Trt up to 10 fe
Evaluation
n with the Cto consolid
and surroun
ining the cuaintains the nce for far
ng/alightingon of ampleum) in stops at e
CTA’s evalun reviewing
ps adjacent rt at Ontario
al ‐ Outpatient
ng/Striping
as the majod. Physicallity, particulonflict with tmpeting inte
te plan for thfic improvem
widened pedddition, widnt of the mo and more The proposeet mid-bloc
n
CTA, TADI ate select s
nding neighb
rrent numbe shelters and-side bus s
g and to avoie curbside s
very other in
uation of cug existing stto the site
o Street.
t Care Pavilion
g Improvem
or north/soly, the widthlarly north the auto traf
erests with e
he OCP provments on F
destrian zonedening of Faountable me
comfortablesed plan, inck.
evaluated tstops while borhood. Ke
er of bus shed manages thstops vs. neid blocking rspace for up
ntersection i
rrent ridershtop locationsby removin
ments
outh corridoh of the corrof Ohio Strffic flows. Imnhancing th
vides an appFairbanks Coe improves cairbanks Codian just noe travel lan
ncluded in t
the bus stoppreserving
ey considera
elters per thhe related adear-side storight-turn or
p to two bu
in each direc
hip, operatis, Exhibit 7
ng the north
or through ridor is consreet. In themplementin
he pedestrian
proximatelyourt betweeconditions f
ourt to the worth of Onta
nes to increathe Technic
p and shelte excellent tr
ations includ
e City of Chdvertising ops to limitr left-turn by
uses at each
ction.
ional charac7 illustrates hbound and
the Northwstrained ande same areang improvemn experience
y 15-foot builen Erie Strefor pedestriawest, along ario Street wase lane utical Append
er locations ransit servi
de:
hicago’s agre
t buses stoypass traffic stop (100-fo
cteristics, phthe propose
d southboun
western Cad allows littla, there are ments to incre.
lding setbaceet and Ontans along th with restrip
with hatchedlization, capix, includes
in the site vce and acce
eement with
opped at sigc while at a boot preferen
hysical consted plan to cnd near-sid
Page 34
ampus and le room for significant rease traffic
ck to enable tario Street
he west side ping of the d pavement pacity, and s widening
vicinity for ess for the
h JCDecaux,
gnals after bus stop nce; 85-foot
traints, and consolidate e stops on
OHIO ST
McC
LURG
CT
FAIR
BAN
KS C
T
ST. C
LAIR
ST
ONTARIO ST
ERIE ST
SITE
LEGEND
- Existing Bus Stop With Shelter
- Existing Bus Stop Without Shelter
- Eliminated Bus Stop
Fairbanks/ErieSB Near-Side#66 / N66 / 157Riders: 67 on 71 off
Fairbanks/OntarioSB Near-Side#66 / N66 Riders: 27 on 183 off
Ontario/FairbanksWB Far-Side#2 / 157Riders: 133 on 7 off
Fairbanks/OhioSB Far-Side#2 / 66 / N66Riders: 19 on 213 off
Fairbanks/OhioNB Near-Side#2 / 66 / N66Riders: 88 on 20 off
Fairbanks/OntarioNB Near-Side#66 / N66 / 157Riders: 45 on 118 off
Fairbanks/ErieNB Near-Side#3 / 66 / N66 / 157Riders: 323 on 103 off
CTA BUS STOP CONSOLIDATION PLAN
EXHIBIT 7
Nor
Aug
TheFai
Sit
Theandacc
Wientarotheavo
By theapp
Thesitecur
Accappconaccaccrecwhtripnotpar
rthwestern Me
gust 2011
e proposed irbanks Cou
Improvcurbsid
Expectethe site
Improvstop thpotenti
Fewer s
e Access an
e proposed d circulationcess drivewa
ith ingress ater and exit tound the bloe property tooid certain s
locating thee Fairbanks proach to lim
e internal ace on the adjrbside capac
cess to/fromproximatelyntrol gates wcommodate cess drivewacommended hen the on-sips entering, tification is rking ramp
emorial Hospita
plan to cort at Ontario
ved traffic fde lane. ed increase to improve
ved transit ehan it does t
ally time stostops for tran
nd Circulati
site plan intn options foay through th
and egress athe site usin
ock and throo the north treets and in
e access drivCourt inter
mit the impa
ccess drivewjacent curbs
city for appro
m the on-sit 400 feet (16
without impaadditional vay before ex that exterioite patient p u-turning, not recomminternal to
al ‐ Outpatient
onsolidate tho Street has s
flow along
in lane utili queue capac
efficiency; it to split themopped at trafnsit riders to
ion Review
tegrates a coor the site, he site as far
available viang the most dough the sur and south, ntersections
veway as far rsections wi
act of vehicle
way also locaside areas anoximately 10
te parking is6 vehicles) oacting trafficvehicles at axiting and p
or signs, in sparking is fu
and exitingmended at th
the site and
t Care Pavilion
he northbouseveral bene
Fairbanks C
ization and city. requires les
m among twffic signals. o wait throu
w
omprehensivaccommodar as possible
both Erie Sdirect and corrounding ne those who depending o
west on theith Erie Stre queues on
ates all picknd intersect0 vehicles to
s located atof queuing cc flow alonga point in timproceeding esome form, bull and to dirg the site whhe Ontario d continue n
und and soefits as detail
Court with
limited bus
ss time to bowo stops du
gh while alr
ve approachating pick-ue from the Fa
Street and Oonvenient roeighborhooddrive mainton traffic con
e site as feasieet and Oneach locatio
k-up/drop-otions. The io pick-up/dr
the approxapacity alon
g the access me, drivers east to the be providedrect them eahen they arStreet entra
north to Eri
uthbound bled below:
fewer bus
blockages a
oard/alight ue to lost tim
ready on the
h to the buildup/drop-off airbanks Cou
Ontario Streeoute withoutd. Considertain the abilnditions at t
ible, the distntario Streeton in either d
off activity ointernal accerop-off patie
ximate midpng the ramp driveway. may drop-oErie-Ontario
d at the Erie ast to the Erre not able tance as those Street and
bus stops a
blockages o
along Fairba
the same nume accelerat
e bus
ding design activities ourt intersect
et, motoristst requiring uring the onelity to travethat time, if d
tance from tt is maximidirection.
off-street to ess drivewa
ents or be us
point of the ps leading up
Also, if the off passengeo parking g Street entrarie-Ontario pto park on-
se motorists d east to the
djacent to t
of traffic ut
anks Court
umber of ridting, deceler
n by maximiff-street, prions.
s have the flunnecessary e-way streetsel in any dirdesired.
the site acceszed as a be
limit the imay provides ed by the va
access drivp to the parkon-site parkers off-stree
garage. Howance to notifyparking gara-site. Such can be notie Erie-Ontar
Page 36
the site on
tilizing the
adjacent to
ders at one rating, and
zing access oviding an
lexibility to circulation s bordering rection and
ss points to est-practice
mpact of the short-term alet service.
veway with king access
king cannot et along the wever, it is y motorists age to limit a sign and ified at the rio parking
Nor
Aug
gartrafCla
Ca
Theloc
Tab
Loc
Ow
Hur
Erie
Erie
NM
275
Ohi
Hur
560
Ark
RIC
Tot
Out
Tot
1 ‐
2 ‐
3 ‐
Bastheprofloomeimm
rthwestern Me
gust 2011
rage. A signffic bypassinair Street and
mpus Parki
e following ation, and th
ble 11. Insti
ation
ned Parking Fa
ron‐Superior P
e‐Ontario Parki
e‐McClurg Park
MH Child Care /
5 E. Chestnut S
o‐McClurg Sur
ron‐McClurg Su
0 N. Fairbanks C
es Pavilion1
Side Driveway
al (Year 2014 C
tpatient Care P
al (Year 2014 C
‐ Lot is currently
‐ Redevelopmen
‐ Assumes 100%
will ultimately
occupied. The
the site’s peak
sed on reviee projected oposed on-sor of the on
edical staff mediate eas
emorial Hospita
n at the Ontang the site od Erie Street
ing Evaluat
table summhe campus p
itution‐Cont
acilities
arking Garage
ing Garage
king Garage1
Employee Par
elf‐Park
rface Lot (RIC)1
urface Lot (NU
Court
y1
Campus‐Wide
Pavilion
Campus‐Wide
open to institutio
t of this property
occupancy of OC
be replaced with
OCP is expected t
parking demand u
ew of Table peak parkiite will prim
n-site parkinparking is
st of the site
al ‐ Outpatient
ario Street enon Ontario St.
tion
marizes the iparking dem
trolled Parki
rking Facility1
1, 2
Lot A)1
Projections)
Projections + O
onal uses only.
is being pursued b
CP in addition to Y
other services.
to be approximate
upon opening in Ye
11, the planng demand
marily accomg is plannedplanned fore. Employe
t Care Pavilion
ntrance indicStreet and un
institution-comand represe
ing Facilities
Ca
(sp
2
2
1
1
4
1
1
1
7
5
OCP)3 7
by the current own
Year 2014 campus
However, when t
ely 65 percent occ
ear 2014 will be le
nned capacityd generated mmodate a pd to be allocr the Erie-Oees who com
cating that onnecessarily
ontrolled paenting with a
s vs. Peak De
pacity
paces) Fac
Em
,000
,186
,050
,118
438
172
110
105
20
22
,221
575
,796
ner.
s projections and
the OCP is planne
cupied in Year 201
ess than the projec
y in institut by the camportion of thcated for selOntario parmmute by a
on-site parkiy circulating
arking facilitand without
emand Proje
ulty / Medical
mployees / Stud
5,230
257
5,487
that any activity r
ed to open in Yea
14 and reach its fu
ction outlined abo
tion-controllmpus instituhe patient plect medicalrking garageauto will pa
ing is full ma clockwise a
ties, the numt the propose
ections
Demand
Staff /
dents Pat
7,390
8,552
relocated from NM
ar 2014, the build
unctional capacity
ove.
ed parking utions. Th
peak parkingl staff. The e, which is ark either in
ay result in around the b
mber of spaed OCP.
tients / Visitors
2,160
905
3,065
MH‐owned buildin
ding will not be fu
y in Year 2018. Th
facilities wilhe 575 parkg demand. remaining p easily accen the NMH
Page 37
westbound block on St.
aces at each
s
ngs
ully
hus,
ll not serve king spaces
Up to one-patient and essible and
H Childcare
Nor
Aug
Cencap
Pe
As voltermsidoppIn walevCo
SimspaStrCambristreandto app
At StrPlaenvwitpedof t
Loa
A fviadiswemamaand
rthwestern Me
gust 2011
nter/Emplopacity.
destrian Ci
presented lumes. Thems of impro
dewalk alongportunity toaddition, th
alkway betwvel pedestriaurt (neighbo
milar to othanning Fairbeet to link thmpus Traffidges would eet-level pedd access for Feinberg P
pointments/
this time, peeet/Fairban
anned Develvironment, hth CDOT efdestrian envthe site’s blo
ading Acces
four-bay loaa Ontario Strsposal truck est of the doaterials to thaterials to thd serve the s
emorial Hospita
yee Parking
rculation
in Exhibit e proposed sovements to g the west sio enhance sthe internal
ween Erie Stran access to torhood retai
her facilitiesbanks Court he OCP andic Managem provide condestrian-vehthose patien
Pavilion hel/procedures
edestrian conks Court inlopment #3,have fundedfforts to retrvironment, Tock at the On
ss
ading dock areet east of and three bck on Ontar
he OCP wile site will ut
site via a pro
al ‐ Outpatient
g Facility at 4
3, the intersite plan intthe street-leide of Fairbareetscape elaccess drivereet and Onthe site is avl), and Onta
s on the No to connect
d Feinberg Pment Plan, lnvenient andhicle conflictnts and medlps to facils/testing or o
ountdown sintersections, and consisd the installrofit signalizTADI recommntario Street/
area is plann the site accbays to serverio Street bell not accesstilize the loa
oposed tunne
t Care Pavilion
441 E. Ontar
rsections witegrates mulvel pedestrianks Court, lements andeway servin
ntario Street vailable via ario Street (n
orthwesternthe OCP an
Pavilion. Colast updatedd safe paths ts. The bridical staff not
litate of paother busine
gnals are ins. The cam
stent with calation of thezed intersectmends the in/St. Clair Str
ned off-streecess drivewae standard 3efore backings the site’s ading facilityel system ex
rio Street or
thin the stultiple pedesan environm in part, thro provide a w
ng the prop for the camErie Street l
neighborhood
n Campus, td the Erie-Onsistent witd Septembe to/from thege to/from t able to par
atients, medess in both b
stalled at thempus institu
ampus planese and othetions with pnstallation oreet intersec
et at the grouay. The doc30-foot singlg into the doproposed lo
y on St. Claixpansion und
r at an off-ca
udy area exstrian accessment, the proough a 15-fowider and mposed OCP mpus and sulobby), the ad retail).
three pedesOntario parkth the objecter 30, 2009, e second floo the parkingrk on-site whdical staff, buildings.
e Erie Streetutions, as pnning effortser pedestriapedestrian cof pedestrianction.
und floor onck plan inclle-unit truckock. Largeroading dockir Street at thder Erie Stre
ampus parki
xperience cos locations aoposed planoot buildingmore comfor
provides a urrounding access drivew
strian bridgking garage atives as state the two seor lobby witg garage incrhile the bridand emplo
t/Fairbanks art of the
s to promotean countdowcountdown sn countdown
n south sideludes one b
ks. Deliveryr semi-truckk. Rather, he Huron-Sueet.
ing facility w
onsiderable and improven includes wig setback to rtable pedes mid-block neighborhooway (lobby)
ges are propand two spaed in the Noecond-level hout furtherreases the co
dges connectoyees who
Court and tamended Ine a pedestri
wn signals. signals to imn signal at th
e of the site wbay for a 40-y vehicles wiks providing
semi-trucksuperior park
Page 38
with excess
pedestrian ements. In idening the provide an
strian zone. pedestrian
od. Street-, Fairbanks
posed; one anning Erie orthwestern
pedestrian r impacting onvenience ting the site may have
the Ontario nstitutional an-friendly Consistent mprove the he west end
with access -foot waste ill stop just
g additional s providing king garage
Nor
Aug
BasthetruappThedel
In adriproFedEri
In ohasbeton
Altpubconproresof E
Re
In andand
rthwestern Me
gust 2011
sed on a mae proposed Oucks on a peaproximatelyese vehiclesliveries, and
addition to iveway are oposed OCPdEx/UPS truie Street.
order to lims committedtween the do the north sid
though it wblic alley thnnection to loperties. Thstaurants, retErie Street.
commenda
order to mad recommend their antici
emorial Hospita
aterials manaOCP is expeak weekday 19 cars, vans will trans waste mate
the dock spexpected to
P as well asucks may re
mit the impacd to restrict ock and Fairde of Ontari
will not direchat currentlylink the pub
he public alletail tenants,
ations
anage futurendations weripated benef
al ‐ Outpatient
agement stuected to gen
y. With the ns, and singsport clean erials.
aces, it shouo be availab other nearb
educe some o
ct of loading dock hourrbanks Courio Street adja
ctly serve thy terminates blic alley to ey will conti hotels, and
e traffic condre identifiedfit(s) are pre
t Care Pavilion
udy preparednerate approapproximat
gle-unit truckand soiled
uld be notedble for shortby businessof the curbsi
maneuvers s to off-peart to accommacent to the s
he proposed at the westErie Street ainue to serv residential u
ditions on sud as a part oesented in Ta
d for NMH oximately 7 ely 7 additioks are expec
d linens, me
d that two spt-term parkises. Thus, tide activity
at the dock ak hours. Tmodate the wsite.
d OCP, an et end of the and improve 230 E. Ontuses along t
urrounding rf this study.able 12.
by Lerch Bacars/vans,
onal trucks cted to utilizedical supp
paces near thing for parcto benefit trthat current
on traffic floThe plannedwestbound
easement is subject site
ve alley accetario Street, the north sid
roadway sy. A brief su
ates Inc., dat12 single-unaccessing th
ze the off-strplies, office
he south endcel deliverieraffic flow, utly occurs alo
ow along thd dock locafar-side CTA
planned to and provid
ess and circu 233 E. Erie de of Ontario
ystem, a numummary of th
ted Decembnit trucks, ahe St. Clair Sreet OCP loa
supplies, F
d of the intees (FedEx/Uuse of theseong Ontario
he Ontario Sttion maintaA bus stop
o eliminate ade a publiclyulation for nStreet, and to Street and
mber of desihese recomm
Page 39
er 22, 2010, and 7 semi-Street dock, ading dock. FedEx/UPS
ernal access UPS) to the e spaces by o Street and
treet, NMH ains 85 feet and shelter
a dead-end y accessible neighboring the various
d south side
gn features mendations
Nor
Aug
Tab
Rec
rthwestern Me
gust 2011
ble 12. Stud
commended Im
Provide a 15‐
Court
Widen Fairba
Ontario Stree
Replace mou
Fairbanks Co
pavement ma
Stripe two
Fairbanks Cou
Increase side
provide a 9‐fo
Consolidate C
(NB and SB Fa
Provide a sign
relaying infor
on‐site and, if
Ontario parki
Limit/Minimi
parking locat
Incorporate a
to strongly di
Restrict loadi
Install pedest
Ontario Stree
Provide publi
dead‐end alle
emorial Hospita
dy Recomme
mprovement /
‐foot building s
anks Court betw
et adjacent to t
untable media
urt at Ontario
arkings
travel lanes
urt adjacent to
walk width adj
oot minimum c
CTA bus stops a
airbanks Court
n at the Erie St
rmation on the
f necessary, di
ng garage
ze signs identif
ion on the buil
a patient valida
scourage use a
ng dock hours
trian countdow
et/St. Clair Stre
c alley easeme
ey west of the
al ‐ Outpatient
endation an
Design Feature
setback on Fair
ween Erie Stre
the site
n on the nort
o Street with c
in each dire
o the site
jacent to site t
clear zone
adjacent to the
t at Ontario Str
treet access dri
e availability of
rect motorists
fying the site a
lding exterior
ation system at
as public parki
to off‐peak ho
wn signals at th
eet intersection
ent connecting
site to Erie Str
t Care Pavilion
d Benefits
e An
rbanks
et and
th leg of
centerline
ction on
o
e site
reet)
iveway
f parking
to Erie‐
as a
t the site
ng
ours
he
n
g the
eet
nticipated Bene
Provides sp
Provides sp
adjacent to
Offers a mo
increased la
queue stora
Court
Clearly deli
underutiliz
Improves p
extend stre
Court corrid
Improves tr
site with re
and increas
Improves tr
Limits the n
even when
Promotes d
necessary
Limits traff
and select m
Limits the i
Ontario Str
Promotes p
pedestrians
Improves s
adjacent bu
at the west
efit
pace to widen
paces to widen
o site
ore comfortab
ane utilization
age on the sho
ineates vehicle
zation of pavem
pedestrian env
eetscape enhan
dor
raffic flow alon
educed bus blo
sed queuing ca
ransit efficienc
number of veh
on‐site parkin
direct route to
ic entering and
medical staff
mpact of loadi
reet
pedestrian com
s in the crossw
ervice and del
uildings by elim
t site property
Fairbanks Cou
n and enhance
le travel lane w
, intersection c
ort north‐south
e space for trav
ment width
ironment and
ncements sout
ng Fairbanks C
ockages, increa
apacity.
cy
hicles entering
ng is full
o secondary pa
d exiting the si
ing/delivery ve
mpliance with t
walk when sign
ivery access an
minating a dea
line.
rt
pedestrian fac
width to promo
capacity, and v
h blocks of Fair
vel lanes to av
presents oppo
th along the Fa
ourt adjacent t
ased lane utiliza
and exiting the
rking location,
te to only OCP
ehicle maneuve
the walk signal
al phases chan
nd circulation f
d‐end alley ter
Page 40
cilities
ote
vehicle
rbanks
oid
ortunity to
airbanks
to the
ation,
e site
as
P patients
ers on
l and limit
nge
for
rminating
Nor
Aug
NMimpinc
In impwilocc
rthwestern Me
gust 2011
MH, along wprovements
cluding, but
Fundinand ped
Modifyreduce
Increasaccomm
RemovaPavilion
Installa Limited Promot
policies Increas
commu Provide
facilitie
addition to provementsll assist in lcupancy of th
emorial Hospita
with the NU to addressnot limited t
ng of Traffic destrian con
y the Fairban northbounde commute
modate growal of the son during the
ation of peded loading dote use of s/activities e secure ind
uters ed dedicatedes
the ongoing in Table 12limiting andhe proposed
al ‐ Outpatient
U, RIC, ands transportato, the follow
Control Aidnditions nks Court/H
d queuing aloer shuttle swing commuouthbound Fe PM peak pestrian countock hours to
public tra
door and ou
d parking sp
g efforts of 2, in conjuncd addressind OCP.
t Care Pavilion
d CMH, havation issues wing:
des (TCAs) a
Huron Streeong Fairbanservices for
uter ridershipFairbanks Ceriod to avotdown signa restrict delivnsportation
utdoor bicycl
paces for I-G
NMH, NU,ction with k
ng impacts t
ve implemeon the cam
at key camp
et traffic signnks Court r faculty, mp
Court emplooid impact onals to improvveries durin through
le parking o
Go and Zipc
RIC, and Ckey site desito the trans
ented or commpus and in
us intersecti
nal to add
medical sta
oyee commun traffic flowve pedestria
ng peak hourpre-tax tra
options alon
car car-shar
CMH, it is aign featuressportation sy
mmitted to n the surro
ions to man
a northboun
aff, employe
uter shuttle w an safety andrs of traffic iansit fare p
ng with othe
re services in
anticipated ts regarding ystem after
implement ounding nei
nage peak pe
nd left-turn
ees, and s
bus stop a
d information the neighbpurchases
er amenities
n institution
that the recoaccess and constructio
Page 41
numerous ighborhood
eriod traffic
phase and
tudents to
at Feinberg
n borhood and other
for bicycle
nal parking
ommended circulation,
on and full
Nor
Aug
CO
Basassimpcapsur
TAtheKeydirFaiadjquealsotheimp
WhthesitestaparCencap
rthwestern Me
gust 2011
ONCLUSION
sed on TADsociated wiprovements pacity of thrrounding tr
ADI has worke building dey recommen
rection and lirbanks Coujacent to theeuing capaco coordinate
e Fairbanks prove traffic
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Page 42
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Page 43
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Lanes, Volumes, Timings Existing Conditions3: Chicago Avenue & Fairbanks Court AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 1
Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (vph) 85 195 30 65 180 50Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 12 10 11 11 12Storage Length (ft) 0 110 135 0Storage Lanes 1 1 1 1Taper Length (ft) 75 110 60 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.58 0.64 0.47Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1322 1163 1486 1621 1540 1163Flt Permitted 0.699 0.950Satd. Flow (perm) 1322 678 702 1621 1540 545Right Turn on Red Yes YesSatd. Flow (RTOR) 205 53Link Speed (mph) 30 30 30Link Distance (ft) 194 438 357Travel Time (s) 4.4 10.0 8.1Confl. Peds. (#/hr) 305 305 315Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 46 46 0 0 0 46Shared Lane Traffic (%)Lane Group Flow (vph) 89 205 32 68 189 53Turn Type Perm pm+pt pm+ovProtected Phases 4 3 8 2 3Permitted Phases 4 8 2Minimum Split (s) 36.0 36.0 23.0 59.0 26.0 23.0Total Split (s) 36.0 36.0 23.0 59.0 26.0 23.0Total Split (%) 42.4% 42.4% 27.1% 69.4% 30.6% 27.1%Maximum Green (s) 32.0 32.0 20.0 55.0 22.0 20.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 0.0 1.0 1.0 0.0Lost Time Adjust (s) 1.0 1.0 1.0 0.0 0.0 1.0Total Lost Time (s) 5.0 5.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes YesWalk Time (s) 24.0 24.0 24.0 10.0Flash Dont Walk (s) 8.0 8.0 8.0 12.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 31.0 31.0 55.0 55.0 22.0 41.0Actuated g/C Ratio 0.36 0.36 0.65 0.65 0.26 0.48v/c Ratio 0.18 0.54 0.05 0.06 0.47 0.12Control Delay 19.7 9.1 5.9 5.8 24.3 4.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.7 9.1 5.9 5.8 24.3 4.3LOS B A A A C AApproach Delay 12.3 5.8 19.9Approach LOS B A B
Lanes, Volumes, Timings Existing Conditions3: Chicago Avenue & Fairbanks Court AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 2
Lane Group EBT EBR WBL WBT NBL NBRStops (vph) 55 32 10 23 99 11Fuel Used(gal) 1 1 0 0 2 0CO Emissions (g/hr) 54 58 14 30 135 17NOx Emissions (g/hr) 11 11 3 6 26 3VOC Emissions (g/hr) 13 13 3 7 31 4Dilemma Vehicles (#) 0 0 0 0 0 0Queue Length 50th (ft) 32 0 5 12 48 0Queue Length 95th (ft) 66 58 15 26 100 10Internal Link Dist (ft) 114 358 277Turn Bay Length (ft) 110 135Base Capacity (vph) 482 378 629 1049 399 428Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.18 0.54 0.05 0.06 0.47 0.12
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 23 (27%), Referenced to phase 2:NBL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.54Intersection Signal Delay: 14.2 Intersection LOS: BIntersection Capacity Utilization 52.5% ICU Level of Service AAnalysis Period (min) 15
Splits and Phases: 3: Chicago Avenue & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions7: Superior Street & Fairbanks Court AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 65 95 120 0 0 0 0 165 70 35 190 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 12 12 12 12 12 12 12 12 12Storage Length (ft) 0 0 0 0 0 50 50 0Storage Lanes 1 0 0 0 0 1 1 1Taper Length (ft) 25 25 25 25 25 25 100 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.52 0.67 0.36 0.52Frt 0.916 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1540 995 0 0 0 0 0 1676 1163 1593 1368 0Flt Permitted 0.950 0.634Satd. Flow (perm) 803 995 0 0 0 0 0 1676 420 550 1368 0Right Turn on Red No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft) 177 529 308 357Travel Time (s) 4.0 12.0 7.0 8.1Confl. Peds. (#/hr) 180 345 435 435Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 46 0 46 0Shared Lane Traffic (%)Lane Group Flow (vph) 68 226 0 0 0 0 0 174 74 37 200 0Turn Type Perm Perm PermProtected Phases 4 2 6Permitted Phases 4 2 6Minimum Split (s) 41.0 41.0 44.0 44.0 44.0 44.0Total Split (s) 41.0 41.0 0.0 0.0 0.0 0.0 0.0 44.0 44.0 44.0 44.0 0.0Total Split (%) 48.2% 48.2% 0.0% 0.0% 0.0% 0.0% 0.0% 51.8% 51.8% 51.8% 51.8% 0.0%Maximum Green (s) 37.0 37.0 40.0 40.0 40.0 40.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 37.0 37.0 40.0 40.0 40.0 40.0Actuated g/C Ratio 0.44 0.44 0.47 0.47 0.47 0.47v/c Ratio 0.19 0.52 0.22 0.37 0.14 0.31Control Delay 16.8 22.9 6.2 11.5 18.4 18.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 16.8 22.9 6.2 11.5 18.4 18.5LOS B C A B B BApproach Delay 21.5 7.8 18.5Approach LOS C A B
Lanes, Volumes, Timings Existing Conditions7: Superior Street & Fairbanks Court AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRStops (vph) 40 158 32 18 24 120Fuel Used(gal) 1 2 1 0 0 2CO Emissions (g/hr) 37 152 55 30 25 133NOx Emissions (g/hr) 7 30 11 6 5 26VOC Emissions (g/hr) 9 35 13 7 6 31Dilemma Vehicles (#) 0 0 0 0 0 0Queue Length 50th (ft) 22 85 19 8 11 63Queue Length 95th (ft) 49 156 32 17 m28 132Internal Link Dist (ft) 97 449 228 277Turn Bay Length (ft) 50 50Base Capacity (vph) 350 433 789 198 259 644Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.19 0.52 0.22 0.37 0.14 0.31
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 20 (24%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.52Intersection Signal Delay: 16.2 Intersection LOS: BIntersection Capacity Utilization 46.4% ICU Level of Service AAnalysis Period (min) 15m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 7: Superior Street & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions11: Huron Street & Fairbanks Court AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 5
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 80 190 40 190 195 0 0 200 110Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12Storage Length (ft) 0 0 0 0 80 0 0 50Storage Lanes 0 0 0 1 1 0 0 1Taper Length (ft) 25 25 25 25 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.80 0.75 0.64Frt 0.981 0.850Flt Protected 0.987 0.950Satd. Flow (prot) 0 0 0 0 2870 0 1593 1368 0 0 1676 1163Flt Permitted 0.987 0.595Satd. Flow (perm) 0 0 0 0 2482 0 752 1368 0 0 1676 748Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 24 116Link Speed (mph) 30 30 30 30Link Distance (ft) 356 349 130 308Travel Time (s) 8.1 7.9 3.0 7.0Confl. Peds. (#/hr) 235 245 350 350Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 46 0 0 0 46Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 326 0 200 205 0 0 211 116Turn Type Perm Perm PermProtected Phases 8 2 6Permitted Phases 8 2 6Minimum Split (s) 41.0 41.0 44.0 44.0 44.0 44.0Total Split (s) 0.0 0.0 0.0 41.0 41.0 0.0 44.0 44.0 0.0 0.0 44.0 44.0Total Split (%) 0.0% 0.0% 0.0% 48.2% 48.2% 0.0% 51.8% 51.8% 0.0% 0.0% 51.8% 51.8%Maximum Green (s) 37.0 37.0 40.0 40.0 40.0 40.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 37.0 40.0 40.0 40.0 40.0Actuated g/C Ratio 0.44 0.47 0.47 0.47 0.47v/c Ratio 0.30 0.56 0.32 0.27 0.28Control Delay 15.3 19.3 11.1 13.5 4.7Queue Delay 0.0 0.2 0.9 0.0 0.0Total Delay 15.3 19.5 12.0 13.5 4.7LOS B B B B AApproach Delay 15.3 15.7 10.4Approach LOS B B B
Lanes, Volumes, Timings Existing Conditions11: Huron Street & Fairbanks Court AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRStops (vph) 178 135 136 92 15Fuel Used(gal) 3 2 2 2 0CO Emissions (g/hr) 195 135 115 108 32NOx Emissions (g/hr) 38 26 22 21 6VOC Emissions (g/hr) 45 31 27 25 7Dilemma Vehicles (#) 0 0 0 0 0Queue Length 50th (ft) 52 83 82 55 5Queue Length 95th (ft) 83 146 144 90 21Internal Link Dist (ft) 276 269 50 228Turn Bay Length (ft) 80 50Base Capacity (vph) 1094 354 644 789 413Starvation Cap Reductn 0 12 235 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.30 0.58 0.50 0.27 0.28
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 20 (24%), Referenced to phase 2:NBTL and 6:SBT, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.56Intersection Signal Delay: 13.9 Intersection LOS: BIntersection Capacity Utilization 51.6% ICU Level of Service AAnalysis Period (min) 15
Splits and Phases: 11: Huron Street & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions14: Erie Street & Michigan Avenue AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 30 165 10 0 0 0 0 885 135 115 1385 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 11 12 9 11 12Storage Length (ft) 0 0 0 0 0 0 60 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25 25 25 60 25Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 1.00Ped Bike Factor 0.93 0.96 0.93Frt 0.992 0.980Flt Protected 0.993 0.950Satd. Flow (prot) 0 2877 0 0 0 0 0 4151 0 1433 3834 0Flt Permitted 0.993 0.950Satd. Flow (perm) 0 2726 0 0 0 0 0 4151 0 1331 3834 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 5 42Link Speed (mph) 30 30 30 30Link Distance (ft) 516 405 285 147Travel Time (s) 11.7 9.2 6.5 3.3Confl. Peds. (#/hr) 313 278 531 531Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 100 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 217 0 0 0 0 0 1074 0 121 1458 0Turn Type Perm ProtProtected Phases 4 2 1 6Permitted Phases 4Detector Phase 4 4 2 1 6Switch PhaseMinimum Initial (s) 4.0 4.0 4.0 4.0 4.0Minimum Split (s) 28.0 28.0 61.0 10.0 71.0Total Split (s) 28.0 28.0 0.0 0.0 0.0 0.0 0.0 61.0 0.0 16.0 77.0 0.0Total Split (%) 26.7% 26.7% 0.0% 0.0% 0.0% 0.0% 0.0% 58.1% 0.0% 15.2% 73.3% 0.0%Maximum Green (s) 24.0 24.0 57.0 12.0 73.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Recall Mode None None C-Max None C-MaxWalk Time (s) 7.0 7.0 37.0 37.0Flash Dont Walk (s) 10.0 10.0 7.0 7.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 13.5 64.7 13.8 83.5Actuated g/C Ratio 0.13 0.62 0.13 0.80v/c Ratio 0.61 0.42 0.64 0.48Control Delay 49.4 5.0 58.5 4.4
Lanes, Volumes, Timings Existing Conditions14: Erie Street & Michigan Avenue AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRQueue Delay 0.0 0.1 0.0 0.1Total Delay 49.4 5.2 58.5 4.5LOS D A E AApproach Delay 49.4 5.2 8.7Approach LOS D A AStops (vph) 186 267 106 415Fuel Used(gal) 4 5 2 5CO Emissions (g/hr) 274 335 146 358NOx Emissions (g/hr) 53 65 28 70VOC Emissions (g/hr) 64 78 34 83Dilemma Vehicles (#) 0 0 0 0Queue Length 50th (ft) 72 77 78 93Queue Length 95th (ft) 107 97 135 144Internal Link Dist (ft) 436 325 205 67Turn Bay Length (ft) 60Base Capacity (vph) 627 2575 195 3049Starvation Cap Reductn 0 539 0 0Spillback Cap Reductn 0 0 0 426Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.35 0.53 0.62 0.56
Intersection SummaryArea Type: CBDCycle Length: 105Actuated Cycle Length: 105Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.64Intersection Signal Delay: 10.4 Intersection LOS: BIntersection Capacity Utilization 68.7% ICU Level of Service CAnalysis Period (min) 15
Splits and Phases: 14: Erie Street & Michigan Avenue
Lanes, Volumes, Timings Existing Conditions15: Erie Street & St. Clair St. AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 105 245 65 0 0 0 0 175 95 50 85 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.977 0.952Flt Protected 0.987 0.982Satd. Flow (prot) 0 2867 0 0 0 0 0 1490 0 0 1537 0Flt Permitted 0.987 0.982Satd. Flow (perm) 0 2867 0 0 0 0 0 1490 0 0 1537 0Link Speed (mph) 30 30 30 30Link Distance (ft) 405 325 280 150Travel Time (s) 9.2 7.4 6.4 3.4Confl. Peds. (#/hr) 250 320 305 305Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 437 0 0 0 0 0 284 0 0 142 0Sign Control Stop Stop Stop Stop
Intersection SummaryArea Type: CBDControl Type: UnsignalizedIntersection Capacity Utilization 52.4% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings Existing Conditions16: Erie Street & Fairbanks Court AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 10
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 40 210 150 0 0 0 0 345 195 40 240 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 10 12 12 10 12Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00Ped Bike Factor 0.86 0.92 0.99Frt 0.944 0.946Flt Protected 0.995 0.993Satd. Flow (prot) 0 2470 0 0 0 0 0 2578 0 0 2681 0Flt Permitted 0.995 0.836Satd. Flow (perm) 0 2395 0 0 0 0 0 2578 0 0 2226 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 158 81Link Speed (mph) 30 30 30 30Link Distance (ft) 340 690 285 165Travel Time (s) 7.7 15.7 6.5 3.8Confl. Peds. (#/hr) 330 315 315 315Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 46 0 46 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 421 0 0 0 0 0 568 0 0 295 0Turn Type Perm PermProtected Phases 4 2 6Permitted Phases 4 6Minimum Split (s) 41.0 41.0 44.0 44.0 44.0Total Split (s) 41.0 41.0 0.0 0.0 0.0 0.0 0.0 44.0 0.0 44.0 44.0 0.0Total Split (%) 48.2% 48.2% 0.0% 0.0% 0.0% 0.0% 0.0% 51.8% 0.0% 51.8% 51.8% 0.0%Maximum Green (s) 37.0 37.0 40.0 40.0 40.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 18.0 18.0 28.0 28.0 28.0Flash Dont Walk (s) 8.0 8.0 8.0 8.0 8.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 37.0 40.0 40.0Actuated g/C Ratio 0.44 0.47 0.47v/c Ratio 0.37 0.45 0.28Control Delay 10.8 23.8 10.5Queue Delay 0.0 0.9 0.0Total Delay 10.8 24.7 10.5LOS B C BApproach Delay 10.8 24.7 10.5Approach LOS B C BStops (vph) 161 572 111Fuel Used(gal) 4 7 2CO Emissions (g/hr) 269 488 130
Lanes, Volumes, Timings Existing Conditions16: Erie Street & Fairbanks Court AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 11
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRNOx Emissions (g/hr) 52 95 25VOC Emissions (g/hr) 62 113 30Dilemma Vehicles (#) 0 0 0Queue Length 50th (ft) 45 112 33Queue Length 95th (ft) 80 165 61Internal Link Dist (ft) 260 610 205 85Turn Bay Length (ft)Base Capacity (vph) 1132 1256 1048Starvation Cap Reductn 0 400 0Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.37 0.66 0.28
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.45Intersection Signal Delay: 16.9 Intersection LOS: BIntersection Capacity Utilization 69.7% ICU Level of Service CAnalysis Period (min) 15
Splits and Phases: 16: Erie Street & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions17: Erie Street & McClurg Court AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 12
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 65 100 45 0 0 0 0 130 85 50 25 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.968 0.947Flt Protected 0.985 0.968Satd. Flow (prot) 0 2835 0 0 0 0 0 1482 0 0 1515 0Flt Permitted 0.985 0.968Satd. Flow (perm) 0 2835 0 0 0 0 0 1482 0 0 1515 0Link Speed (mph) 30 30 30 30Link Distance (ft) 690 339 282 148Travel Time (s) 15.7 7.7 6.4 3.4Confl. Peds. (#/hr) 130 215 300 300Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 220 0 0 0 0 0 226 0 0 79 0Sign Control Stop Stop Stop Stop
Intersection SummaryArea Type: CBDControl Type: UnsignalizedIntersection Capacity Utilization 44.7% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings Existing Conditions19: Ontario Street & Michigan Avenue AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 90 405 85 120 935 0 0 1190 205Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 9 11 12 12 11 12Storage Length (ft) 0 0 60 60 80 0 0 0Storage Lanes 0 0 1 1 1 0 0 0Taper Length (ft) 25 25 40 40 40 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.91 0.91Ped Bike Factor 0.62 0.63 0.94 0.93Frt 0.850 0.978Flt Protected 0.950 0.950Satd. Flow (prot) 0 0 0 1593 3185 1425 1433 3834 0 0 4042 0Flt Permitted 0.950 0.950Satd. Flow (perm) 0 0 0 994 3185 900 1351 3834 0 0 4042 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 60 50Link Speed (mph) 30 30 30 30Link Distance (ft) 456 405 292 285Travel Time (s) 10.4 9.2 6.6 6.5Confl. Peds. (#/hr) 345 315 520 520Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 100 0 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 95 426 89 126 984 0 0 1469 0Turn Type Perm Perm ProtProtected Phases 8 5 2 6Permitted Phases 8 8Detector Phase 8 8 8 5 2 6Switch PhaseMinimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0Minimum Split (s) 28.0 28.0 28.0 10.0 71.0 61.0Total Split (s) 0.0 0.0 0.0 28.0 28.0 28.0 16.0 77.0 0.0 0.0 61.0 0.0Total Split (%) 0.0% 0.0% 0.0% 26.7% 26.7% 26.7% 15.2% 73.3% 0.0% 0.0% 58.1% 0.0%Maximum Green (s) 24.0 24.0 24.0 12.0 73.0 57.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode None None None None C-Max C-MaxWalk Time (s) 5.0 5.0 5.0 5.0 5.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 19.5 19.5 19.5 12.2 77.5 60.3Actuated g/C Ratio 0.19 0.19 0.19 0.12 0.74 0.57v/c Ratio 0.52 0.72 0.41 0.76 0.35 0.63Control Delay 47.9 47.1 20.6 81.5 3.6 12.4
Lanes, Volumes, Timings Existing Conditions19: Ontario Street & Michigan Avenue AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRQueue Delay 0.0 0.0 0.0 0.0 0.1 0.1Total Delay 47.9 47.1 20.6 81.5 3.6 12.5LOS D D C F A BApproach Delay 43.4 12.5 12.5Approach LOS D B BStops (vph) 79 369 32 109 185 937Fuel Used(gal) 2 7 1 3 4 12CO Emissions (g/hr) 112 504 56 200 268 825NOx Emissions (g/hr) 22 98 11 39 52 161VOC Emissions (g/hr) 26 117 13 46 62 191Dilemma Vehicles (#) 0 0 0 0 0 0Queue Length 50th (ft) 58 142 16 91 50 236Queue Length 95th (ft) 107 187 62 m#195 57 289Internal Link Dist (ft) 376 325 212 205Turn Bay Length (ft) 60 60 80Base Capacity (vph) 227 728 252 171 2830 2344Starvation Cap Reductn 0 0 0 0 563 112Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.42 0.59 0.35 0.74 0.43 0.66
Intersection SummaryArea Type: CBDCycle Length: 105Actuated Cycle Length: 105Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.76Intersection Signal Delay: 18.4 Intersection LOS: BIntersection Capacity Utilization 82.9% ICU Level of Service EAnalysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 19: Ontario Street & Michigan Avenue
Lanes, Volumes, Timings Existing Conditions20: Ontario Street & St. Clair St. AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 65 405 100 75 170 0 0 95 175Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 10 12 12 16 12 12 16 12Storage Length (ft) 0 0 0 0 50 0 0 30Storage Lanes 0 0 0 0 1 0 0 1Taper Length (ft) 25 25 25 25 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.94 0.85 0.82Frt 0.974 0.850Flt Protected 0.994 0.950Satd. Flow (prot) 0 0 0 0 2744 0 1593 1900 0 0 1900 1425Flt Permitted 0.994 0.692Satd. Flow (perm) 0 0 0 0 2678 0 983 1900 0 0 1900 1164Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 51 177Link Speed (mph) 30 30 30 30Link Distance (ft) 405 448 286 280Travel Time (s) 9.2 10.2 6.5 6.4Confl. Peds. (#/hr) 260 210 175 175Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 7 7 0 0 0 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 599 0 79 179 0 0 100 184Turn Type Perm Perm PermProtected Phases 8 2 6Permitted Phases 8 2 6Minimum Split (s) 59.0 59.0 31.0 31.0 31.0 31.0Total Split (s) 0.0 0.0 0.0 59.0 59.0 0.0 31.0 31.0 0.0 0.0 31.0 31.0Total Split (%) 0.0% 0.0% 0.0% 65.6% 65.6% 0.0% 34.4% 34.4% 0.0% 0.0% 34.4% 34.4%Maximum Green (s) 55.0 55.0 27.0 27.0 27.0 27.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 46.0 46.0 20.0 20.0 20.0 20.0Flash Dont Walk (s) 9.0 9.0 7.0 7.0 7.0 7.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 55.0 27.0 27.0 27.0 27.0Actuated g/C Ratio 0.61 0.30 0.30 0.30 0.30v/c Ratio 0.36 0.27 0.31 0.18 0.39Control Delay 8.6 37.3 36.5 24.4 7.1Queue Delay 0.0 0.0 1.1 0.0 0.0Total Delay 8.6 37.3 37.5 24.4 7.1LOS A D D C AApproach Delay 8.6 37.5 13.2Approach LOS A D B
Lanes, Volumes, Timings Existing Conditions20: Ontario Street & St. Clair St. AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRStops (vph) 242 66 148 68 27Fuel Used(gal) 5 1 2 1 1CO Emissions (g/hr) 370 77 172 74 55NOx Emissions (g/hr) 72 15 33 14 11VOC Emissions (g/hr) 86 18 40 17 13Dilemma Vehicles (#) 0 0 0 0 0Queue Length 50th (ft) 73 41 94 42 3Queue Length 95th (ft) 105 85 157 81 52Internal Link Dist (ft) 325 368 206 200Turn Bay Length (ft) 50 30Base Capacity (vph) 1656 295 570 570 473Starvation Cap Reductn 0 0 211 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.36 0.27 0.50 0.18 0.39
Intersection SummaryArea Type: CBDCycle Length: 90Actuated Cycle Length: 90Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of GreenNatural Cycle: 90Control Type: PretimedMaximum v/c Ratio: 0.39Intersection Signal Delay: 16.3 Intersection LOS: BIntersection Capacity Utilization 83.0% ICU Level of Service EAnalysis Period (min) 15
Splits and Phases: 20: Ontario Street & St. Clair St.
Lanes, Volumes, Timings Existing Conditions21: Ontario Street & Fairbanks Court AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 400 295 45 200 495 0 0 315 75Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 13 12 10 11 12 12 11 12Storage Length (ft) 0 0 100 100 50 0 0 0Storage Lanes 0 0 1 1 1 0 0 0Taper Length (ft) 25 25 25 25 100 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.91 1.00 0.95 1.00 1.00 0.95 0.95Ped Bike Factor 0.72 0.87 0.89 0.95Frt 0.988 0.971Flt Protected 0.950 0.982 0.950Satd. Flow (prot) 0 0 0 1370 4237 0 1486 2956 0 0 2780 0Flt Permitted 0.950 0.982 0.380Satd. Flow (perm) 0 0 0 984 3755 0 527 2956 0 0 2780 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 18 32Link Speed (mph) 30 30 30 30Link Distance (ft) 217 695 271 285Travel Time (s) 4.9 15.8 6.2 6.5Confl. Peds. (#/hr) 210 170 215 215Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 20 0 0 13 13Shared Lane Traffic (%) 50%Lane Group Flow (vph) 0 0 0 210 569 0 211 521 0 0 411 0Turn Type custom pm+ptProtected Phases 8 7 8 5 2 6Permitted Phases 7 2Minimum Split (s) 14.0 24.0 47.0 23.0Total Split (s) 0.0 0.0 0.0 14.0 38.0 0.0 24.0 47.0 0.0 0.0 23.0 0.0Total Split (%) 0.0% 0.0% 0.0% 16.5% 44.7% 0.0% 28.2% 55.3% 0.0% 0.0% 27.1% 0.0%Maximum Green (s) 10.0 20.0 43.0 20.0Yellow Time (s) 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 5.0 3.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesWalk Time (s) 7.0 17.0 17.0Flash Dont Walk (s) 12.0 7.0 7.0Pedestrian Calls (#/hr) 0 0 0Act Effct Green (s) 28.0 32.0 43.0 43.0 20.0Actuated g/C Ratio 0.33 0.38 0.51 0.51 0.24v/c Ratio 0.58 0.38 0.43 0.35 0.61Control Delay 21.5 13.1 12.1 6.1 26.5Queue Delay 0.0 0.0 0.0 0.3 0.0Total Delay 21.5 13.1 12.1 6.4 26.5LOS C B B A CApproach Delay 15.4 8.0 26.5Approach LOS B A C
Lanes, Volumes, Timings Existing Conditions21: Ontario Street & Fairbanks Court AM Peak Hout
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Lane Group ø7Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Width (ft)Storage Length (ft)Storage LanesTaper Length (ft)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorBus Blockages (#/hr)Shared Lane Traffic (%)Lane Group Flow (vph)Turn TypeProtected Phases 7Permitted PhasesMinimum Split (s) 24.0Total Split (s) 24.0Total Split (%) 28%Maximum Green (s) 22.0Yellow Time (s) 2.0All-Red Time (s) 0.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LeadLead-Lag Optimize? YesWalk Time (s) 5.0Flash Dont Walk (s) 11.0Pedestrian Calls (#/hr) 0Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOS
Lanes, Volumes, Timings Existing Conditions21: Ontario Street & Fairbanks Court AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRStops (vph) 108 217 126 133 269Fuel Used(gal) 3 6 2 2 4CO Emissions (g/hr) 179 390 113 167 311NOx Emissions (g/hr) 35 76 22 33 61VOC Emissions (g/hr) 41 90 26 39 72Dilemma Vehicles (#) 0 0 0 0 0Queue Length 50th (ft) 55 44 20 26 72Queue Length 95th (ft) 97 65 77 36 121Internal Link Dist (ft) 137 615 191 205Turn Bay Length (ft) 100 50Base Capacity (vph) 365 1487 492 1495 679Starvation Cap Reductn 0 0 0 454 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.58 0.38 0.43 0.50 0.61
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 29 (34%), Referenced to phase 2:NBTL and 6:SBT, Start of 1st GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.61Intersection Signal Delay: 15.0 Intersection LOS: BIntersection Capacity Utilization 76.6% ICU Level of Service DAnalysis Period (min) 15
Splits and Phases: 21: Ontario Street & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions21: Ontario Street & Fairbanks Court AM Peak Hout
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Lane Group ø7Stops (vph)Fuel Used(gal)CO Emissions (g/hr)NOx Emissions (g/hr)VOC Emissions (g/hr)Dilemma Vehicles (#)Queue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio
Intersection Summary
Lanes, Volumes, Timings Existing Conditions22: Ontario Street & McClurg Court AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 21
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 0 675 90 180 300 0 0 0 85Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 10 12 9 16 12 12 12 10Storage Length (ft) 0 0 0 0 90 0 0 0Storage Lanes 0 0 0 0 1 0 0 1Taper Length (ft) 25 25 25 25 100 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.98 0.91 0.90Frt 0.982 0.865Flt Protected 0.950Satd. Flow (prot) 0 0 0 0 2857 0 1433 1900 0 0 0 1353Flt Permitted 0.950Satd. Flow (perm) 0 0 0 0 2857 0 1307 1900 0 0 0 1220Right Turn on Red Yes Yes Yes Yes YesSatd. Flow (RTOR) 28 177 107Link Speed (mph) 30 30 30 30Link Distance (ft) 695 815 419 282Travel Time (s) 15.8 18.5 9.5 6.4Confl. Peds. (#/hr) 140 90 90Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 806 0 189 316 0 0 0 89Turn Type Perm customProtected Phases 6 8Permitted Phases 8 4Minimum Split (s) 52.0 33.0 33.0 33.0Total Split (s) 0.0 0.0 0.0 0.0 52.0 0.0 33.0 33.0 0.0 0.0 0.0 33.0Total Split (%) 0.0% 0.0% 0.0% 0.0% 61.2% 0.0% 38.8% 38.8% 0.0% 0.0% 0.0% 38.8%Maximum Green (s) 48.0 29.0 29.0 29.0Yellow Time (s) 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 29.0 16.0 16.0 16.0Flash Dont Walk (s) 7.0 10.0 10.0 10.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 48.0 29.0 29.0 29.0Actuated g/C Ratio 0.56 0.34 0.34 0.34v/c Ratio 0.50 0.34 0.49 0.18Control Delay 12.0 5.8 25.3 4.1Queue Delay 0.0 0.0 0.0 0.0Total Delay 12.0 5.8 25.3 4.1LOS B A C AApproach Delay 12.0 18.0Approach LOS B BStops (vph) 421 28 231 10
Lanes, Volumes, Timings Existing Conditions22: Ontario Street & McClurg Court AM Peak Hout
7/19/2011 Synchro 7 - Reportpcl Page 22
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRFuel Used(gal) 9 1 4 0CO Emissions (g/hr) 634 67 266 22NOx Emissions (g/hr) 123 13 52 4VOC Emissions (g/hr) 147 16 62 5Dilemma Vehicles (#) 0 0 0 0Queue Length 50th (ft) 122 4 132 0Queue Length 95th (ft) 168 48 208 24Internal Link Dist (ft) 615 735 339 202Turn Bay Length (ft) 90Base Capacity (vph) 1626 563 648 487Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.50 0.34 0.49 0.18
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 70 (82%), Referenced to phase 6:WBT, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.50Intersection Signal Delay: 13.7 Intersection LOS: BIntersection Capacity Utilization 72.2% ICU Level of Service CAnalysis Period (min) 15
Splits and Phases: 22: Ontario Street & McClurg Court
Lanes, Volumes, Timings Existing Conditions23: Ontario Street & Lake Shore Drive (Inner) AM Peak Hout
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Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 0 0 205 140 0 560Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.88Ped Bike FactorFrt 0.850Flt Protected 0.950Satd. Flow (prot) 0 0 1486 1565 0 2341Flt Permitted 0.950Satd. Flow (perm) 0 0 1486 1565 0 2341Link Speed (mph) 30 30 30Link Distance (ft) 815 307 151Travel Time (s) 18.5 7.0 3.4Confl. Peds. (#/hr) 35 35Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 216 147 0 589Sign Control Stop Stop Stop
Intersection SummaryArea Type: CBDControl Type: UnsignalizedIntersection Capacity Utilization 44.1% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings Existing Conditions24: Ohio Street & Michigan Avenue AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 140 560 220 0 0 0 0 915 240 75 1205 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 12 12 12 12 11 12 9 11 12Storage Length (ft) 0 0 0 0 0 0 60 0Storage Lanes 1 1 0 0 0 0 1 0Taper Length (ft) 25 25 25 25 25 25 55 25Lane Util. Factor 0.86 0.81 0.86 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 1.00Ped Bike Factor 0.70 0.98 0.76 0.93 0.94Frt 0.989 0.850 0.969Flt Protected 0.950 0.999 0.950Satd. Flow (prot) 1324 3824 1151 0 0 0 0 4004 0 1433 3840 0Flt Permitted 0.950 0.999 0.950Satd. Flow (perm) 923 3797 871 0 0 0 0 4004 0 1351 3840 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 9 97 99Link Speed (mph) 30 30 30 30Link Distance (ft) 448 409 959 292Travel Time (s) 10.2 9.3 21.8 6.6Confl. Peds. (#/hr) 240 180 650 650Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 7 0 0 0 0 0 0 0 99 0Shared Lane Traffic (%) 10% 20%Lane Group Flow (vph) 132 650 186 0 0 0 0 1216 0 79 1268 0Turn Type Perm Perm ProtProtected Phases 4 2 1 6Permitted Phases 4 4Detector Phase 4 4 4 2 1 6Switch PhaseMinimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0Minimum Split (s) 28.0 28.0 28.0 61.0 10.0 71.0Total Split (s) 28.0 28.0 28.0 0.0 0.0 0.0 0.0 61.0 0.0 16.0 77.0 0.0Total Split (%) 26.7% 26.7% 26.7% 0.0% 0.0% 0.0% 0.0% 58.1% 0.0% 15.2% 73.3% 0.0%Maximum Green (s) 24.0 24.0 24.0 57.0 12.0 73.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode None None None C-Max None C-MaxWalk Time (s) 17.0 17.0 17.0 47.0 32.0Flash Dont Walk (s) 7.0 7.0 7.0 10.0 10.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 22.3 22.3 22.3 62.7 9.1 74.7Actuated g/C Ratio 0.21 0.21 0.21 0.60 0.09 0.71v/c Ratio 0.67 0.80 0.71 0.50 0.64 0.46Control Delay 55.6 46.8 34.4 13.0 78.1 3.5
Lanes, Volumes, Timings Existing Conditions24: Ohio Street & Michigan Avenue AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRQueue Delay 0.0 0.0 0.0 0.0 0.0 0.1Total Delay 55.6 46.8 34.4 13.0 78.1 3.5LOS E D C B E AApproach Delay 45.6 13.0 7.9Approach LOS D B AStops (vph) 114 563 85 598 75 166Fuel Used(gal) 2 11 2 15 2 5CO Emissions (g/hr) 174 780 163 1049 124 315NOx Emissions (g/hr) 34 152 32 204 24 61VOC Emissions (g/hr) 40 181 38 243 29 73Dilemma Vehicles (#) 0 0 0 0 0 0Queue Length 50th (ft) 93 165 62 165 58 46Queue Length 95th (ft) #184 216 #179 210 m93 51Internal Link Dist (ft) 368 329 879 212Turn Bay Length (ft) 60Base Capacity (vph) 211 875 274 2430 150 2733Starvation Cap Reductn 0 0 0 0 0 284Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.63 0.74 0.68 0.50 0.53 0.52
Intersection SummaryArea Type: CBDCycle Length: 105Actuated Cycle Length: 105Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.80Intersection Signal Delay: 20.0 Intersection LOS: BIntersection Capacity Utilization 82.9% ICU Level of Service EAnalysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 24: Ohio Street & Michigan Avenue
Lanes, Volumes, Timings Existing Conditions25: Ohio Street & St. Clair St. AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 125 665 85 0 0 0 0 120 50 45 110 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 16 12 12 16 12Lane Util. Factor 0.91 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.94 0.91 0.94Frt 0.986 0.960Flt Protected 0.993 0.986Satd. Flow (prot) 0 4034 0 0 0 0 0 1664 0 0 1873 0Flt Permitted 0.993 0.878Satd. Flow (perm) 0 3906 0 0 0 0 0 1664 0 0 1565 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 37 24Link Speed (mph) 30 30 30 30Link Distance (ft) 409 680 292 286Travel Time (s) 9.3 15.5 6.6 6.5Confl. Peds. (#/hr) 270 315 280 280Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 7 7 0 0 0 0 0 0 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 921 0 0 0 0 0 179 0 0 163 0Turn Type Perm PermProtected Phases 4 2 6Permitted Phases 4 6Minimum Split (s) 59.0 59.0 31.0 31.0 31.0Total Split (s) 59.0 59.0 0.0 0.0 0.0 0.0 0.0 31.0 0.0 31.0 31.0 0.0Total Split (%) 65.6% 65.6% 0.0% 0.0% 0.0% 0.0% 0.0% 34.4% 0.0% 34.4% 34.4% 0.0%Maximum Green (s) 55.0 55.0 27.0 27.0 27.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 46.0 46.0 19.0 19.0 19.0Flash Dont Walk (s) 9.0 9.0 7.0 7.0 7.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 55.0 27.0 27.0Actuated g/C Ratio 0.61 0.30 0.30v/c Ratio 0.38 0.35 0.35Control Delay 9.0 23.5 20.4Queue Delay 0.0 0.0 0.0Total Delay 9.0 23.5 20.4LOS A C CApproach Delay 9.0 23.5 20.4Approach LOS A C CStops (vph) 396 112 120Fuel Used(gal) 7 2 2CO Emissions (g/hr) 461 127 116
Lanes, Volumes, Timings Existing Conditions25: Ohio Street & St. Clair St. AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRNOx Emissions (g/hr) 90 25 22VOC Emissions (g/hr) 107 29 27Dilemma Vehicles (#) 0 0 0Queue Length 50th (ft) 84 68 75Queue Length 95th (ft) 110 124 130Internal Link Dist (ft) 329 600 212 206Turn Bay Length (ft)Base Capacity (vph) 2401 516 470Starvation Cap Reductn 0 0 0Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.38 0.35 0.35
Intersection SummaryArea Type: CBDCycle Length: 90Actuated Cycle Length: 90Offset: 23 (26%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 90Control Type: PretimedMaximum v/c Ratio: 0.38Intersection Signal Delay: 12.6 Intersection LOS: BIntersection Capacity Utilization 86.7% ICU Level of Service EAnalysis Period (min) 15
Splits and Phases: 25: Ohio Street & St. Clair St.
Lanes, Volumes, Timings Existing Conditions26: Ohio Street & Fairbanks Court AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 110 395 255 0 0 0 0 520 170 55 665 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 11 11 10 12 12Storage Length (ft) 0 0 0 0 0 0 50 0Storage Lanes 0 0 0 0 0 1 1 0Taper Length (ft) 25 25 25 25 25 25 100 25Lane Util. Factor 0.91 0.91 0.91 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00Ped Bike Factor 0.85 0.66 0.89Frt 0.950 0.850Flt Protected 0.993 0.950Satd. Flow (prot) 0 3591 0 0 0 0 0 2999 1306 1486 3185 0Flt Permitted 0.993 0.341Satd. Flow (perm) 0 3432 0 0 0 0 0 2999 867 475 3185 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 172 156Link Speed (mph) 30 30 30 30Link Distance (ft) 680 339 280 271Travel Time (s) 15.5 7.7 6.4 6.2Confl. Peds. (#/hr) 205 250 285 285Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 13 13 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 800 0 0 0 0 0 547 179 58 700 0Turn Type Perm Perm pm+ptProtected Phases 4 2 1 6Permitted Phases 4 2 6Minimum Split (s) 36.0 36.0 40.0 40.0 9.0 49.0Total Split (s) 36.0 36.0 0.0 0.0 0.0 0.0 0.0 40.0 40.0 9.0 49.0 0.0Total Split (%) 42.4% 42.4% 0.0% 0.0% 0.0% 0.0% 0.0% 47.1% 47.1% 10.6% 57.6% 0.0%Maximum Green (s) 32.0 32.0 36.0 36.0 6.0 45.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesWalk Time (s) 5.0 5.0 5.0 5.0 5.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 32.0 36.0 36.0 45.0 45.0Actuated g/C Ratio 0.38 0.42 0.42 0.53 0.53v/c Ratio 0.57 0.43 0.39 0.19 0.42Control Delay 18.1 12.6 4.9 5.2 6.4Queue Delay 0.0 0.2 0.0 0.0 0.6Total Delay 18.1 12.8 4.9 5.2 7.0LOS B B A A AApproach Delay 18.1 10.9 6.9Approach LOS B B A
Lanes, Volumes, Timings Existing Conditions26: Ohio Street & Fairbanks Court AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRStops (vph) 461 199 14 19 298Fuel Used(gal) 9 4 1 0 4CO Emissions (g/hr) 655 249 43 20 274NOx Emissions (g/hr) 127 49 8 4 53VOC Emissions (g/hr) 152 58 10 5 64Dilemma Vehicles (#) 0 0 0 0 0Queue Length 50th (ft) 94 48 0 10 88Queue Length 95th (ft) 134 84 m20 m17 107Internal Link Dist (ft) 600 259 200 191Turn Bay Length (ft) 50Base Capacity (vph) 1399 1270 457 311 1686Starvation Cap Reductn 0 226 0 0 574Spillback Cap Reductn 2 0 0 0 105Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.57 0.52 0.39 0.19 0.63
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 23 (27%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.57Intersection Signal Delay: 12.1 Intersection LOS: BIntersection Capacity Utilization 76.6% ICU Level of Service DAnalysis Period (min) 15m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 26: Ohio Street & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions30: Grand Avenue & Fairbanks Court AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 250 870 105 205 585 0 0 820 100Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 0 0 0 55 0 0 0Storage Lanes 0 0 1 0 1 0 0 0Taper Length (ft) 25 25 10 10 95 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.91 0.86 0.86 1.00 1.00 0.91 0.91Ped Bike Factor 0.69 0.97 0.94 0.99 0.96Frt 0.984 0.984Flt Protected 0.950 0.999 0.950 0.994Satd. Flow (prot) 0 0 0 1278 3875 0 1278 4013 0 0 4049 0Flt Permitted 0.950 0.999 0.183 0.757Satd. Flow (perm) 0 0 0 882 3845 0 232 3036 0 0 4049 0Right Turn on Red No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft) 338 330 302 280Travel Time (s) 7.7 7.5 6.9 6.4Confl. Peds. (#/hr) 220 135 290 290Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%) 10% 36%Lane Group Flow (vph) 0 0 0 237 1053 0 138 694 0 0 968 0Turn Type custom pm+ptProtected Phases 4 3 4 5 2 6Permitted Phases 3 2Minimum Split (s) 9.0 14.0 45.0 31.0Total Split (s) 0.0 0.0 0.0 9.0 40.0 0.0 14.0 45.0 0.0 0.0 31.0 0.0Total Split (%) 0.0% 0.0% 0.0% 10.6% 47.1% 0.0% 16.5% 52.9% 0.0% 0.0% 36.5% 0.0%Maximum Green (s) 5.0 10.0 41.0 28.0Yellow Time (s) 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesWalk Time (s) 5.0 5.0Flash Dont Walk (s) 11.0 11.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 32.0 36.0 41.0 41.0 28.0Actuated g/C Ratio 0.38 0.42 0.48 0.48 0.33v/c Ratio 0.67 0.65 0.59 0.44 0.73Control Delay 30.7 20.2 18.9 7.5 21.7Queue Delay 0.0 0.0 0.0 0.1 0.6Total Delay 30.7 20.2 18.9 7.7 22.3LOS C C B A CApproach Delay 22.1 9.5 22.3Approach LOS C A CStops (vph) 163 729 74 143 707Fuel Used(gal) 3 11 1 3 10
Lanes, Volumes, Timings Existing Conditions30: Grand Avenue & Fairbanks Court AM Peak Hout
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Lane Group ø3Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Storage Length (ft)Storage LanesTaper Length (ft)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorShared Lane Traffic (%)Lane Group Flow (vph)Turn TypeProtected Phases 3Permitted PhasesMinimum Split (s) 31.0Total Split (s) 31.0Total Split (%) 36%Maximum Green (s) 29.0Yellow Time (s) 2.0All-Red Time (s) 0.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LeadLead-Lag Optimize? YesWalk Time (s) 5.0Flash Dont Walk (s) 11.0Pedestrian Calls (#/hr) 0Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSStops (vph)Fuel Used(gal)
Lanes, Volumes, Timings Existing Conditions30: Grand Avenue & Fairbanks Court AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRCO Emissions (g/hr) 202 749 85 234 697NOx Emissions (g/hr) 39 146 17 46 136VOC Emissions (g/hr) 47 174 20 54 162Dilemma Vehicles (#) 0 0 0 0 0Queue Length 50th (ft) 101 159 19 32 152Queue Length 95th (ft) #181 206 m33 47 219Internal Link Dist (ft) 258 250 222 200Turn Bay Length (ft) 55Base Capacity (vph) 355 1631 235 1579 1334Starvation Cap Reductn 0 0 0 211 108Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.67 0.65 0.59 0.51 0.79
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 20 (24%), Referenced to phase 2:NBTL and 6:SBT, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.73Intersection Signal Delay: 18.8 Intersection LOS: BIntersection Capacity Utilization 48.4% ICU Level of Service AAnalysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 30: Grand Avenue & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions30: Grand Avenue & Fairbanks Court AM Peak Hout
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Lane Group ø3CO Emissions (g/hr)NOx Emissions (g/hr)VOC Emissions (g/hr)Dilemma Vehicles (#)Queue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio
Intersection Summary
Lanes, Volumes, Timings Existing Conditions36: Illinois Street & Fairbanks Court AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 95 475 180 0 0 0 0 695 235 230 840 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 0 0 0 0 0 55 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 10 25 25 25 25 25 95 25Lane Util. Factor 0.91 0.91 0.91 1.00 1.00 1.00 1.00 0.91 0.91 0.86 0.86 1.00Ped Bike Factor 0.90 0.92 0.95 1.00Frt 0.964 0.962Flt Protected 0.994 0.950 0.997Satd. Flow (prot) 0 3836 0 0 0 0 0 3764 0 1278 4025 0Flt Permitted 0.994 0.187 0.823Satd. Flow (perm) 0 3689 0 0 0 0 0 3764 0 238 3312 0Right Turn on Red No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft) 334 330 302 302Travel Time (s) 7.6 7.5 6.9 6.9Confl. Peds. (#/hr) 195 160 275 275Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%) 24%Lane Group Flow (vph) 0 789 0 0 0 0 0 979 0 184 942 0Turn Type Perm pm+ptProtected Phases 4 2 1 6Permitted Phases 4 6Minimum Split (s) 38.0 38.0 37.0 10.0 47.0Total Split (s) 38.0 38.0 0.0 0.0 0.0 0.0 0.0 37.0 0.0 10.0 47.0 0.0Total Split (%) 44.7% 44.7% 0.0% 0.0% 0.0% 0.0% 0.0% 43.5% 0.0% 11.8% 55.3% 0.0%Maximum Green (s) 34.0 34.0 33.0 7.0 43.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 0.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesWalk Time (s) 5.0 5.0 5.0 5.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 34.0 33.0 44.0 43.0Actuated g/C Ratio 0.40 0.39 0.52 0.51v/c Ratio 0.53 0.67 0.88 0.55Control Delay 21.1 24.3 54.5 5.9Queue Delay 0.0 0.0 0.0 0.5Total Delay 21.1 24.3 54.5 6.4LOS C C D AApproach Delay 21.1 24.3 14.3Approach LOS C C BStops (vph) 548 738 147 203Fuel Used(gal) 8 11 3 4
Lanes, Volumes, Timings Existing Conditions36: Illinois Street & Fairbanks Court AM Peak Hout
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRCO Emissions (g/hr) 574 760 221 301NOx Emissions (g/hr) 112 148 43 59VOC Emissions (g/hr) 133 176 51 70Dilemma Vehicles (#) 0 0 0 0Queue Length 50th (ft) 115 154 53 46Queue Length 95th (ft) 153 202 m#86 51Internal Link Dist (ft) 254 250 222 222Turn Bay Length (ft) 55Base Capacity (vph) 1476 1461 209 1726Starvation Cap Reductn 0 0 0 361Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.53 0.67 0.88 0.69
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 30 (35%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.88Intersection Signal Delay: 19.5 Intersection LOS: BIntersection Capacity Utilization 48.4% ICU Level of Service AAnalysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 36: Illinois Street & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions3: Chicago Avenue & Fairbanks Court PM Peak Hour
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Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (vph) 410 140 50 165 320 400Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 12 10 11 11 12Storage Length (ft) 0 110 135 0Storage Lanes 1 1 1 1Taper Length (ft) 75 110 60 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.48 0.77 0.45Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1322 1163 1486 1621 1540 1163Flt Permitted 0.340 0.950Satd. Flow (perm) 1322 552 411 1621 1540 525Right Turn on Red Yes YesSatd. Flow (RTOR) 147 10Link Speed (mph) 30 30 30Link Distance (ft) 203 517 363Travel Time (s) 4.6 11.8 8.3Confl. Peds. (#/hr) 420 420 360Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 46 46 0 0 0 46Adj. Flow (vph) 432 147 53 174 337 421Shared Lane Traffic (%)Lane Group Flow (vph) 432 147 53 174 337 421Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(ft) 0 10 12Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.53 1.47 1.25 1.19 1.19 1.47Turn Type Perm pm+pt pm+ovProtected Phases 4 3 8 2 3Permitted Phases 4 8 2Minimum Split (s) 36.0 36.0 23.0 59.0 26.0 23.0Total Split (s) 36.0 36.0 23.0 59.0 26.0 23.0Total Split (%) 42.4% 42.4% 27.1% 69.4% 30.6% 27.1%Maximum Green (s) 32.0 32.0 20.0 55.0 22.0 20.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 0.0 1.0 1.0 0.0Lost Time Adjust (s) 1.0 1.0 1.0 0.0 0.0 1.0Total Lost Time (s) 5.0 5.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes YesWalk Time (s) 23.0 23.0 24.0 10.0Flash Dont Walk (s) 8.0 8.0 8.0 12.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 31.0 31.0 55.0 55.0 22.0 41.0
Lanes, Volumes, Timings Existing Conditions3: Chicago Avenue & Fairbanks Court PM Peak Hour
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Lane Group EBT EBR WBL WBT NBL NBRActuated g/C Ratio 0.36 0.36 0.65 0.65 0.26 0.48v/c Ratio 0.90 0.50 0.10 0.17 0.84 1.05Control Delay 49.6 10.1 7.1 6.4 50.9 73.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 49.6 10.1 7.1 6.4 50.9 73.4LOS D B A A D EApproach Delay 39.6 6.6 63.4Approach LOS D A EQueue Length 50th (ft) 214 0 9 33 184 ~204Queue Length 95th (ft) #393 51 21 57 m#266 m#280Internal Link Dist (ft) 123 437 283Turn Bay Length (ft) 110 135Base Capacity (vph) 482 295 506 1049 399 401Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.90 0.50 0.10 0.17 0.84 1.05
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 7 (8%), Referenced to phase 2:NBL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 1.05Intersection Signal Delay: 46.3 Intersection LOS: DIntersection Capacity Utilization 69.9% ICU Level of Service CAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: Chicago Avenue & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions7: Superior Street & Fairbanks Court PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 250 90 165 0 0 0 0 470 60 15 175 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 12 12 12 12 12 12 12 12 12Storage Length (ft) 0 0 0 0 0 50 50 0Storage Lanes 1 0 0 0 0 1 1 1Taper Length (ft) 25 25 25 25 25 25 100 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.37 0.59 0.23 0.77Frt 0.903 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1555 873 0 0 0 0 0 1527 1174 1608 1203 0Flt Permitted 0.950 0.325Satd. Flow (perm) 582 873 0 0 0 0 0 1527 272 425 1203 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 137 31Link Speed (mph) 30 30 30 30Link Distance (ft) 481 546 300 363Travel Time (s) 10.9 12.4 6.8 8.3Confl. Peds. (#/hr) 425 425 685 685Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 12% 1% 1% 16% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 46 0 46 0Adj. Flow (vph) 263 95 174 0 0 0 0 495 63 16 184 0Shared Lane Traffic (%)Lane Group Flow (vph) 263 269 0 0 0 0 0 495 63 16 184 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 11 11 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.19 1.19 1.19 1.14 1.14 1.14 1.14 1.14 1.47 1.14 1.47 1.14Turn Type Perm Perm PermProtected Phases 4 2 6Permitted Phases 4 2 6Minimum Split (s) 41.0 41.0 44.0 44.0 44.0 44.0Total Split (s) 41.0 41.0 0.0 0.0 0.0 0.0 0.0 44.0 44.0 44.0 44.0 0.0Total Split (%) 48.2% 48.2% 0.0% 0.0% 0.0% 0.0% 0.0% 51.8% 51.8% 51.8% 51.8% 0.0%Maximum Green (s) 37.0 37.0 40.0 40.0 40.0 40.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0
Lanes, Volumes, Timings Existing Conditions7: Superior Street & Fairbanks Court PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRAct Effct Green (s) 37.0 37.0 40.0 40.0 40.0 40.0Actuated g/C Ratio 0.44 0.44 0.47 0.47 0.47 0.47v/c Ratio 1.04 0.59 0.69 0.44 0.08 0.33Control Delay 95.1 14.8 14.2 12.8 11.9 14.0Queue Delay 0.0 0.0 1.1 0.0 0.0 0.0Total Delay 95.1 14.8 15.3 12.8 11.9 14.0LOS F B B B B BApproach Delay 54.5 15.0 13.9Approach LOS D B BQueue Length 50th (ft) ~154 48 75 2 4 55Queue Length 95th (ft) #300 132 127 m10 m8 70Internal Link Dist (ft) 401 466 220 283Turn Bay Length (ft) 50 50Base Capacity (vph) 253 457 719 144 200 566Starvation Cap Reductn 0 0 74 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 1.04 0.59 0.77 0.44 0.08 0.33
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 20 (24%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 1.04Intersection Signal Delay: 31.1 Intersection LOS: CIntersection Capacity Utilization 56.8% ICU Level of Service BAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 7: Superior Street & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions11: Huron Street & Fairbanks Court PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 85 115 95 130 435 0 0 260 80Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12Storage Length (ft) 0 0 0 0 50 0 0 50Storage Lanes 0 0 0 1 1 0 0 1Taper Length (ft) 25 25 25 25 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.69 0.79 0.64Frt 0.952 0.850Flt Protected 0.986 0.950Satd. Flow (prot) 0 0 0 0 2439 0 1593 1368 0 0 1676 1163Flt Permitted 0.986 0.531Satd. Flow (perm) 0 0 0 0 2053 0 702 1368 0 0 1676 745Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 100 74Link Speed (mph) 30 30 30 30Link Distance (ft) 381 366 142 300Travel Time (s) 8.7 8.3 3.2 6.8Confl. Peds. (#/hr) 285 305 360 360Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 46 0 0 0 46Adj. Flow (vph) 0 0 0 89 121 100 137 458 0 0 274 84Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 310 0 137 458 0 0 274 84Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.47 1.14 1.14 1.14 1.47Turn Type Perm Perm PermProtected Phases 8 2 6Permitted Phases 8 2 6Minimum Split (s) 41.0 41.0 44.0 44.0 44.0 44.0Total Split (s) 0.0 0.0 0.0 41.0 41.0 0.0 44.0 44.0 0.0 0.0 44.0 44.0Total Split (%) 0.0% 0.0% 0.0% 48.2% 48.2% 0.0% 51.8% 51.8% 0.0% 0.0% 51.8% 51.8%Maximum Green (s) 37.0 37.0 40.0 40.0 40.0 40.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 37.0 40.0 40.0 40.0 40.0
Lanes, Volumes, Timings Existing Conditions11: Huron Street & Fairbanks Court PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRActuated g/C Ratio 0.44 0.47 0.47 0.47 0.47v/c Ratio 0.33 0.42 0.71 0.35 0.22Control Delay 11.5 7.9 13.6 12.8 4.5Queue Delay 0.0 0.0 0.2 0.8 0.0Total Delay 11.5 7.9 13.9 13.6 4.5LOS B A B B AApproach Delay 11.5 12.5 11.5Approach LOS B B BQueue Length 50th (ft) 35 12 41 64 2Queue Length 95th (ft) 65 21 94 115 m19Internal Link Dist (ft) 301 286 62 220Turn Bay Length (ft) 50 50Base Capacity (vph) 950 330 644 789 390Starvation Cap Reductn 0 0 0 274 0Spillback Cap Reductn 0 0 16 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.33 0.42 0.73 0.53 0.22
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 21 (25%), Referenced to phase 2:NBTL and 6:SBT, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.71Intersection Signal Delay: 12.0 Intersection LOS: BIntersection Capacity Utilization 46.5% ICU Level of Service AAnalysis Period (min) 15m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 11: Huron Street & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions14: Erie Street & Michigan Avenue PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 70 160 15 0 0 0 0 1100 95 85 1245 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 11 12 9 11 12Storage Length (ft) 0 0 0 0 0 0 60 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25 25 25 60 25Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 1.00Ped Bike Factor 0.85 0.96 0.92Frt 0.991 0.988Flt Protected 0.986 0.950Satd. Flow (prot) 0 2864 0 0 0 0 0 3956 0 1448 3621 0Flt Permitted 0.986 0.950Satd. Flow (perm) 0 2506 0 0 0 0 0 3956 0 1326 3621 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 6 21Link Speed (mph) 30 30 30 30Link Distance (ft) 516 405 285 147Travel Time (s) 11.7 9.2 6.5 3.3Confl. Peds. (#/hr) 531 369 1693 1693Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 9% 1% 1% 8% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 100 0Adj. Flow (vph) 74 168 16 0 0 0 0 1158 100 89 1311 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 258 0 0 0 0 0 1258 0 89 1311 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 15 6Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.25 1.14 1.14 1.14 1.14 1.14 1.19 1.14 1.30 1.42 1.14Turning Speed (mph) 15 9 15 9 15 9 15 9Turn Type Perm ProtProtected Phases 4 2 1 6Permitted Phases 4Detector Phase 4 4 2 1 6Switch PhaseMinimum Initial (s) 4.0 4.0 4.0 4.0 4.0Minimum Split (s) 28.0 28.0 61.0 10.0 71.0Total Split (s) 28.0 28.0 0.0 0.0 0.0 0.0 0.0 61.0 0.0 16.0 77.0 0.0Total Split (%) 26.7% 26.7% 0.0% 0.0% 0.0% 0.0% 0.0% 58.1% 0.0% 15.2% 73.3% 0.0%Maximum Green (s) 24.0 24.0 57.0 12.0 73.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0 4.0Lead/Lag Lag Lead
Lanes, Volumes, Timings Existing Conditions14: Erie Street & Michigan Avenue PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min C-Max None C-MaxWalk Time (s) 7.0 7.0 37.0 37.0Flash Dont Walk (s) 10.0 10.0 7.0 7.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 15.8 67.8 10.5 81.2Actuated g/C Ratio 0.15 0.65 0.10 0.77v/c Ratio 0.67 0.49 0.61 0.47Control Delay 49.7 4.7 62.4 5.2Queue Delay 0.0 0.1 0.0 0.1Total Delay 49.7 4.7 62.4 5.3LOS D A E AApproach Delay 49.7 4.7 8.9Approach LOS D A AQueue Length 50th (ft) 85 91 58 93Queue Length 95th (ft) 122 109 108 147Internal Link Dist (ft) 436 325 205 67Turn Bay Length (ft) 60Base Capacity (vph) 577 2563 166 2800Starvation Cap Reductn 0 243 0 0Spillback Cap Reductn 0 0 0 257Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.45 0.54 0.54 0.52
Intersection SummaryArea Type: CBDCycle Length: 105Actuated Cycle Length: 105Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.67Intersection Signal Delay: 10.7 Intersection LOS: BIntersection Capacity Utilization 66.9% ICU Level of Service CAnalysis Period (min) 15
Splits and Phases: 14: Erie Street & Michigan Avenue
Lanes, Volumes, Timings Existing Conditions15: Erie Street & St. Clair St. PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 55 200 85 0 0 0 0 140 95 85 105 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.963 0.945Flt Protected 0.992 0.978Satd. Flow (prot) 0 2840 0 0 0 0 0 1479 0 0 1530 0Flt Permitted 0.992 0.978Satd. Flow (perm) 0 2840 0 0 0 0 0 1479 0 0 1530 0Link Speed (mph) 30 30 30 30Link Distance (ft) 405 351 280 150Travel Time (s) 9.2 8.0 6.4 3.4Confl. Peds. (#/hr) 280 365 350 350Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 58 211 89 0 0 0 0 147 100 89 111 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 358 0 0 0 0 0 247 0 0 200 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 0 0Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25Sign Control Stop Stop Stop Stop
Intersection SummaryArea Type: CBDControl Type: UnsignalizedIntersection Capacity Utilization 53.0% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings Existing Conditions16: Erie Street & Fairbanks Court PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 60 125 185 0 0 0 0 505 140 30 315 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 10 12 12 10 12Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00Ped Bike Factor 0.80 0.93 0.99Frt 0.925 0.968Flt Protected 0.992 0.996Satd. Flow (prot) 0 2295 0 0 0 0 0 2674 0 0 2689 0Flt Permitted 0.992 0.869Satd. Flow (perm) 0 2180 0 0 0 0 0 2674 0 0 2323 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 195 56Link Speed (mph) 30 30 30 30Link Distance (ft) 345 721 285 159Travel Time (s) 7.8 16.4 6.5 3.6Confl. Peds. (#/hr) 360 365 575 575Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 46 0 46 0Adj. Flow (vph) 63 132 195 0 0 0 0 532 147 32 332 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 390 0 0 0 0 0 679 0 0 364 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 0 0Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.25 1.14 1.14 1.14 1.14 1.14 1.25 1.14 1.14 1.40 1.14Turn Type Perm PermProtected Phases 4 2 6Permitted Phases 4 6Minimum Split (s) 41.0 41.0 44.0 44.0 44.0Total Split (s) 41.0 41.0 0.0 0.0 0.0 0.0 0.0 44.0 0.0 44.0 44.0 0.0Total Split (%) 48.2% 48.2% 0.0% 0.0% 0.0% 0.0% 0.0% 51.8% 0.0% 51.8% 51.8% 0.0%Maximum Green (s) 37.0 37.0 40.0 40.0 40.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 18.0 18.0 28.0 28.0 28.0Flash Dont Walk (s) 8.0 8.0 8.0 8.0 8.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 37.0 40.0 40.0Actuated g/C Ratio 0.44 0.47 0.47v/c Ratio 0.37 0.53 0.33Control Delay 8.8 5.4 9.1
Lanes, Volumes, Timings Existing Conditions16: Erie Street & Fairbanks Court PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 11
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRQueue Delay 0.0 0.1 0.0Total Delay 8.8 5.5 9.1LOS A A AApproach Delay 8.8 5.5 9.1Approach LOS A A AQueue Length 50th (ft) 33 11 27Queue Length 95th (ft) 65 21 49Internal Link Dist (ft) 265 641 205 79Turn Bay Length (ft)Base Capacity (vph) 1059 1288 1093Starvation Cap Reductn 0 82 0Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.37 0.56 0.33
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 20 (24%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.53Intersection Signal Delay: 7.3 Intersection LOS: AIntersection Capacity Utilization 63.8% ICU Level of Service BAnalysis Period (min) 15
Splits and Phases: 16: Erie Street & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions17: Erie Street & McClurg Court PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 12
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 65 175 45 0 0 0 0 140 70 15 30 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.976 0.955Flt Protected 0.989 0.984Satd. Flow (prot) 0 2870 0 0 0 0 0 1494 0 0 1540 0Flt Permitted 0.989 0.984Satd. Flow (perm) 0 2870 0 0 0 0 0 1494 0 0 1540 0Link Speed (mph) 30 30 30 30Link Distance (ft) 721 350 270 158Travel Time (s) 16.4 8.0 6.1 3.6Confl. Peds. (#/hr) 185 260 250 250Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 68 184 47 0 0 0 0 147 74 16 32 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 299 0 0 0 0 0 221 0 0 48 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 0 0Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25Sign Control Stop Stop Stop Stop
Intersection SummaryArea Type: CBDControl Type: UnsignalizedIntersection Capacity Utilization 36.5% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings Existing Conditions19: Ontario Street & Michigan Avenue PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 13
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 75 440 75 145 1120 0 0 1080 180Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 9 11 12 12 11 12Storage Length (ft) 0 0 60 60 80 0 0 0Storage Lanes 0 0 1 1 1 0 0 0Taper Length (ft) 25 25 40 40 40 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.91 0.91Ped Bike Factor 0.54 0.56 0.91 0.92Frt 0.850 0.979Flt Protected 0.950 0.950Satd. Flow (prot) 0 0 0 1490 3217 1439 1448 3621 0 0 3815 0Flt Permitted 0.950 0.950Satd. Flow (perm) 0 0 0 798 3217 800 1324 3621 0 0 3815 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 49 48Link Speed (mph) 30 30 30 30Link Distance (ft) 456 405 297 285Travel Time (s) 10.4 9.2 6.8 6.5Confl. Peds. (#/hr) 570 510 1685 1685Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Heavy Vehicles (%) 2% 2% 2% 9% 1% 1% 1% 8% 2% 2% 7% 6%Bus Blockages (#/hr) 0 0 0 0 0 0 0 100 0 0 0 0Adj. Flow (vph) 0 0 0 79 463 79 153 1179 0 0 1137 189Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 79 463 79 153 1179 0 0 1326 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 6 14Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.30 1.42 1.14 1.14 1.19 1.14Turning Speed (mph) 15 9 15 9 15 9 15 9Turn Type Perm Perm ProtProtected Phases 8 5 2 6Permitted Phases 8 8Detector Phase 8 8 8 5 2 6Switch PhaseMinimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0Minimum Split (s) 28.0 28.0 28.0 10.0 71.0 61.0Total Split (s) 0.0 0.0 0.0 28.0 28.0 28.0 16.0 77.0 0.0 0.0 61.0 0.0Total Split (%) 0.0% 0.0% 0.0% 26.7% 26.7% 26.7% 15.2% 73.3% 0.0% 0.0% 58.1% 0.0%Maximum Green (s) 24.0 24.0 24.0 12.0 73.0 57.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag
Lanes, Volumes, Timings Existing Conditions19: Ontario Street & Michigan Avenue PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 14
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min None C-Max C-MaxWalk Time (s) 5.0 5.0 5.0 5.0 5.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 20.3 20.3 20.3 13.9 76.7 57.8Actuated g/C Ratio 0.19 0.19 0.19 0.13 0.73 0.55v/c Ratio 0.51 0.74 0.41 0.80 0.45 0.62Control Delay 49.3 47.5 22.9 81.3 3.7 12.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1Total Delay 49.3 47.5 22.9 81.3 3.8 13.0LOS D D C F A BApproach Delay 44.6 12.7 13.0Approach LOS D B BQueue Length 50th (ft) 47 154 17 111 55 210Queue Length 95th (ft) 95 203 62 m#230 m69 259Internal Link Dist (ft) 376 325 217 205Turn Bay Length (ft) 60 60 80Base Capacity (vph) 182 735 221 191 2645 2123Starvation Cap Reductn 0 0 0 0 225 120Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.43 0.63 0.36 0.80 0.49 0.66
Intersection SummaryArea Type: CBDCycle Length: 105Actuated Cycle Length: 105Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.80Intersection Signal Delay: 18.8 Intersection LOS: BIntersection Capacity Utilization 82.3% ICU Level of Service EAnalysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 19: Ontario Street & Michigan Avenue
Lanes, Volumes, Timings Existing Conditions20: Ontario Street & St. Clair St. PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 15
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 85 455 60 65 170 0 0 90 140Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 10 12 12 16 12 12 16 12Storage Length (ft) 0 0 0 0 50 0 0 30Storage Lanes 0 0 0 0 1 0 0 1Taper Length (ft) 25 25 25 25 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.92 0.74 0.69Frt 0.985 0.850Flt Protected 0.993 0.950Satd. Flow (prot) 0 0 0 0 2776 0 1593 1900 0 0 1900 1425Flt Permitted 0.993 0.695Satd. Flow (perm) 0 0 0 0 2644 0 856 1900 0 0 1900 986Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 24 77Link Speed (mph) 30 30 30 30Link Distance (ft) 405 448 300 280Travel Time (s) 9.2 10.2 6.8 6.4Confl. Peds. (#/hr) 415 370 300 300Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 7 7 0 0 0 0 0 0Adj. Flow (vph) 0 0 0 89 479 63 68 179 0 0 95 147Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 631 0 68 179 0 0 95 147Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.27 1.14 1.14 0.97 1.14 1.14 0.97 1.14Turn Type Perm Perm PermProtected Phases 8 2 6Permitted Phases 8 2 6Minimum Split (s) 59.0 59.0 31.0 31.0 31.0 31.0Total Split (s) 0.0 0.0 0.0 59.0 59.0 0.0 31.0 31.0 0.0 0.0 31.0 31.0Total Split (%) 0.0% 0.0% 0.0% 65.6% 65.6% 0.0% 34.4% 34.4% 0.0% 0.0% 34.4% 34.4%Maximum Green (s) 55.0 55.0 27.0 27.0 27.0 27.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 46.0 46.0 19.0 19.0 19.0 19.0Flash Dont Walk (s) 9.0 9.0 7.0 7.0 7.0 7.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 55.0 27.0 27.0 27.0 27.0
Lanes, Volumes, Timings Existing Conditions20: Ontario Street & St. Clair St. PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 16
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRActuated g/C Ratio 0.61 0.30 0.30 0.30 0.30v/c Ratio 0.39 0.26 0.31 0.17 0.42Control Delay 9.4 40.3 39.0 24.2 16.8Queue Delay 0.0 0.0 1.1 0.0 0.0Total Delay 9.4 40.3 40.1 24.2 16.8LOS A D D C BApproach Delay 9.4 40.2 19.7Approach LOS A D BQueue Length 50th (ft) 84 36 96 40 30Queue Length 95th (ft) 117 78 159 77 85Internal Link Dist (ft) 325 368 220 200Turn Bay Length (ft) 50 30Base Capacity (vph) 1625 257 570 570 350Starvation Cap Reductn 0 0 214 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.39 0.26 0.50 0.17 0.42
Intersection SummaryArea Type: CBDCycle Length: 90Actuated Cycle Length: 90Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of GreenNatural Cycle: 90Control Type: PretimedMaximum v/c Ratio: 0.42Intersection Signal Delay: 18.4 Intersection LOS: BIntersection Capacity Utilization 81.5% ICU Level of Service DAnalysis Period (min) 15
Splits and Phases: 20: Ontario Street & St. Clair St.
Lanes, Volumes, Timings Existing Conditions21: Ontario Street & Fairbanks Court PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 610 385 85 180 560 0 0 465 35Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 13 12 10 11 12 12 11 12Storage Length (ft) 0 0 100 100 50 0 0 0Storage Lanes 0 0 1 1 1 0 0 0Taper Length (ft) 25 25 25 25 100 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.91 1.00 0.95 1.00 1.00 0.95 0.95Ped Bike Factor 0.68 0.88 0.88 0.98Frt 0.984 0.989Flt Protected 0.950 0.981 0.950Satd. Flow (prot) 0 0 0 1370 4234 0 1486 2956 0 0 2902 0Flt Permitted 0.950 0.981 0.320Satd. Flow (perm) 0 0 0 927 3795 0 441 2956 0 0 2902 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 27 9Link Speed (mph) 30 30 30 30Link Distance (ft) 262 716 312 285Travel Time (s) 6.0 16.3 7.1 6.5Confl. Peds. (#/hr) 310 190 275 275Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 20 0 0 13 13Adj. Flow (vph) 0 0 0 642 405 89 189 589 0 0 489 37Shared Lane Traffic (%) 50%Lane Group Flow (vph) 0 0 0 321 815 0 189 589 0 0 526 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 11 11Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.10 1.14 1.25 1.26 1.14 1.14 1.23 1.14Turn Type custom pm+ptProtected Phases 8 7 8 5 2 6Permitted Phases 7 2Minimum Split (s) 14.0 20.0 47.0 27.0Total Split (s) 0.0 0.0 0.0 14.0 38.0 0.0 20.0 47.0 0.0 0.0 27.0 0.0Total Split (%) 0.0% 0.0% 0.0% 16.5% 44.7% 0.0% 23.5% 55.3% 0.0% 0.0% 31.8% 0.0%Maximum Green (s) 10.0 16.0 43.0 24.0Yellow Time (s) 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 5.0 3.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesWalk Time (s) 7.0 17.0 16.0Flash Dont Walk (s) 12.0 7.0 7.0Pedestrian Calls (#/hr) 0 0 0Act Effct Green (s) 28.0 32.0 43.0 43.0 24.0
Lanes, Volumes, Timings Existing Conditions21: Ontario Street & Fairbanks Court PM Peak Hour
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Lane Group ø7Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Width (ft)Storage Length (ft)Storage LanesTaper Length (ft)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorBus Blockages (#/hr)Adj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurn TypeProtected Phases 7Permitted PhasesMinimum Split (s) 24.0Total Split (s) 24.0Total Split (%) 28%Maximum Green (s) 22.0Yellow Time (s) 2.0All-Red Time (s) 0.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LeadLead-Lag Optimize? YesWalk Time (s)Flash Dont Walk (s)Pedestrian Calls (#/hr)Act Effct Green (s)
Lanes, Volumes, Timings Existing Conditions21: Ontario Street & Fairbanks Court PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRActuated g/C Ratio 0.33 0.38 0.51 0.51 0.28v/c Ratio 0.91 0.54 0.45 0.39 0.64Control Delay 54.3 16.9 18.4 7.8 20.1Queue Delay 0.0 0.0 0.0 0.2 0.5Total Delay 54.3 16.9 18.4 8.0 20.6LOS D B B A CApproach Delay 27.4 10.5 20.6Approach LOS C B CQueue Length 50th (ft) 118 88 42 42 66Queue Length 95th (ft) #260 120 98 55 112Internal Link Dist (ft) 182 636 232 205Turn Bay Length (ft) 100 50Base Capacity (vph) 352 1502 420 1495 826Starvation Cap Reductn 0 0 0 328 71Spillback Cap Reductn 0 0 0 0 1Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.91 0.54 0.45 0.50 0.70
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 25 (29%), Referenced to phase 2:NBTL and 6:SBT, Start of 1st GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.91Intersection Signal Delay: 20.6 Intersection LOS: CIntersection Capacity Utilization 82.1% ICU Level of Service EAnalysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 21: Ontario Street & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions21: Ontario Street & Fairbanks Court PM Peak Hour
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Lane Group ø7Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio
Intersection Summary
Lanes, Volumes, Timings Existing Conditions22: Ontario Street & McClurg Court PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 0 480 60 105 165 0 0 0 155Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 10 12 9 16 12 12 12 10Storage Length (ft) 0 0 0 0 90 0 0 0Storage Lanes 0 0 0 0 1 0 0 1Taper Length (ft) 25 25 25 25 100 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.97 0.86 0.85Frt 0.983 0.865Flt Protected 0.950Satd. Flow (prot) 0 0 0 0 2841 0 1433 1900 0 0 0 1353Flt Permitted 0.950Satd. Flow (perm) 0 0 0 0 2841 0 1237 1900 0 0 0 1155Right Turn on Red Yes Yes Yes Yes YesSatd. Flow (RTOR) 26 111 132Link Speed (mph) 30 30 30 30Link Distance (ft) 716 794 161 270Travel Time (s) 16.3 18.0 3.7 6.1Confl. Peds. (#/hr) 200 140 140Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 0 0 0 0 505 63 111 174 0 0 0 163Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 568 0 111 174 0 0 0 163Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 9 9Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.25 1.14 1.30 0.97 1.14 1.14 1.14 1.25Turn Type Perm customProtected Phases 6 8Permitted Phases 8 4Minimum Split (s) 40.0 30.0 30.0 30.0Total Split (s) 0.0 0.0 0.0 0.0 52.0 0.0 33.0 33.0 0.0 0.0 0.0 33.0Total Split (%) 0.0% 0.0% 0.0% 0.0% 61.2% 0.0% 38.8% 38.8% 0.0% 0.0% 0.0% 38.8%Maximum Green (s) 48.0 29.0 29.0 29.0Yellow Time (s) 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 29.0 16.0 16.0 16.0Flash Dont Walk (s) 7.0 10.0 10.0 10.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 48.0 29.0 29.0 29.0Actuated g/C Ratio 0.56 0.34 0.34 0.34
Lanes, Volumes, Timings Existing Conditions22: Ontario Street & McClurg Court PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRv/c Ratio 0.35 0.22 0.27 0.34Control Delay 10.3 5.5 21.7 8.1Queue Delay 0.0 0.0 0.0 0.0Total Delay 10.3 5.5 21.7 8.1LOS B A C AApproach Delay 10.3 15.4Approach LOS B BQueue Length 50th (ft) 76 0 67 11Queue Length 95th (ft) 108 34 116 55Internal Link Dist (ft) 636 714 81 190Turn Bay Length (ft) 90Base Capacity (vph) 1616 495 648 481Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.35 0.22 0.27 0.34
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 70 (82%), Referenced to phase 6:WBT, Start of GreenNatural Cycle: 70Control Type: PretimedMaximum v/c Ratio: 0.35Intersection Signal Delay: 11.4 Intersection LOS: BIntersection Capacity Utilization 68.1% ICU Level of Service CAnalysis Period (min) 15
Splits and Phases: 22: Ontario Street & McClurg Court
Lanes, Volumes, Timings Existing Conditions23: Ontario Street & Lake Shore Drive (Inner) PM Peak Hour
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Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 0 0 135 200 0 405Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.88Ped Bike FactorFrt 0.850Flt Protected 0.950Satd. Flow (prot) 0 0 1486 1565 0 2341Flt Permitted 0.950Satd. Flow (perm) 0 0 1486 1565 0 2341Link Speed (mph) 30 30 30Link Distance (ft) 794 273 137Travel Time (s) 18.0 6.2 3.1Confl. Peds. (#/hr) 150 150Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 0 0 142 211 0 426Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 142 211 0 426Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(ft) 0 10 10Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.25 1.25 1.25 1.25 1.25 1.25Sign Control Stop Stop Stop
Intersection SummaryArea Type: CBDControl Type: UnsignalizedIntersection Capacity Utilization 37.8% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings Existing Conditions24: Ohio Street & Michigan Avenue PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 180 510 170 0 0 0 0 1085 120 65 1090 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 12 12 12 12 11 12 9 11 12Storage Length (ft) 0 0 0 0 0 0 60 0Storage Lanes 1 1 0 0 0 0 1 0Taper Length (ft) 25 25 25 25 25 25 55 25Lane Util. Factor 0.86 0.81 0.86 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 1.00Ped Bike Factor 0.63 0.98 0.61 0.96 0.93Frt 0.995 0.850 0.985Flt Protected 0.950 0.998 0.950Satd. Flow (prot) 1250 3892 1163 0 0 0 0 3950 0 1448 3594 0Flt Permitted 0.950 0.998 0.950Satd. Flow (perm) 786 3844 711 0 0 0 0 3950 0 1343 3594 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 4 123 28Link Speed (mph) 30 30 30 30Link Distance (ft) 448 400 953 297Travel Time (s) 10.2 9.1 21.7 6.8Confl. Peds. (#/hr) 500 550 1620 1620Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Heavy Vehicles (%) 8% 1% 1% 2% 2% 2% 2% 8% 6% 1% 9% 2%Bus Blockages (#/hr) 0 0 7 0 0 0 0 0 0 0 99 0Adj. Flow (vph) 189 537 179 0 0 0 0 1142 126 68 1147 0Shared Lane Traffic (%) 10% 10%Lane Group Flow (vph) 170 574 161 0 0 0 0 1268 0 68 1147 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 11 11 15 6Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor *1.00 1.19 1.24 1.14 1.14 1.14 1.14 1.19 1.14 1.30 1.42 1.14Turning Speed (mph) 25 9 15 9 15 9 15 9Turn Type Perm Perm ProtProtected Phases 4 2 1 6Permitted Phases 4 4Detector Phase 4 4 4 2 1 6Switch PhaseMinimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0Minimum Split (s) 28.0 28.0 28.0 61.0 10.0 71.0Total Split (s) 28.0 28.0 28.0 0.0 0.0 0.0 0.0 61.0 0.0 16.0 77.0 0.0Total Split (%) 26.7% 26.7% 26.7% 0.0% 0.0% 0.0% 0.0% 58.1% 0.0% 15.2% 73.3% 0.0%Maximum Green (s) 24.0 24.0 24.0 57.0 12.0 73.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0 4.0Lead/Lag Lag Lead
Lanes, Volumes, Timings Existing Conditions24: Ohio Street & Michigan Avenue PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode None None None C-Max None C-MaxWalk Time (s) 17.0 17.0 17.0 47.0 32.0Flash Dont Walk (s) 7.0 7.0 7.0 10.0 10.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 23.7 23.7 23.7 61.5 8.7 73.3Actuated g/C Ratio 0.23 0.23 0.23 0.59 0.08 0.70v/c Ratio 0.96 0.66 0.63 0.54 0.57 0.46Control Delay 99.1 40.8 22.9 14.9 74.4 3.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1Total Delay 99.1 40.8 22.9 14.9 74.4 3.6LOS F D C B E AApproach Delay 48.6 14.9 7.6Approach LOS D B AQueue Length 50th (ft) 131 143 24 186 49 40Queue Length 95th (ft) #287 190 115 239 m81 45Internal Link Dist (ft) 368 320 873 217Turn Bay Length (ft) 60Base Capacity (vph) 180 882 257 2327 152 2509Starvation Cap Reductn 0 0 0 0 0 231Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.94 0.65 0.63 0.54 0.45 0.50
Intersection SummaryArea Type: CBDCycle Length: 105Actuated Cycle Length: 105Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.96Intersection Signal Delay: 21.3 Intersection LOS: CIntersection Capacity Utilization 82.3% ICU Level of Service EAnalysis Period (min) 15* User Entered Value# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 24: Ohio Street & Michigan Avenue
Lanes, Volumes, Timings Existing Conditions25: Ohio Street & St. Clair St. PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 105 505 85 0 0 0 0 130 55 55 160 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 16 12 12 16 12Lane Util. Factor 0.91 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.91 0.91 0.94Frt 0.982 0.960Flt Protected 0.992 0.987Satd. Flow (prot) 0 3946 0 0 0 0 0 1655 0 0 1875 0Flt Permitted 0.992 0.878Satd. Flow (perm) 0 3760 0 0 0 0 0 1655 0 0 1575 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 51 24Link Speed (mph) 30 30 30 30Link Distance (ft) 400 719 331 300Travel Time (s) 9.1 16.3 7.5 6.8Confl. Peds. (#/hr) 380 415 315 315Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 7 7 0 0 0 0 0 0 0 0 0Adj. Flow (vph) 111 532 89 0 0 0 0 137 58 58 168 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 732 0 0 0 0 0 195 0 0 226 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.26 1.14 1.14 1.14 1.14 1.14 0.97 1.14 1.14 0.97 1.14Turn Type Perm PermProtected Phases 4 2 6Permitted Phases 4 6Minimum Split (s) 59.0 59.0 31.0 31.0 31.0Total Split (s) 59.0 59.0 0.0 0.0 0.0 0.0 0.0 31.0 0.0 31.0 31.0 0.0Total Split (%) 65.6% 65.6% 0.0% 0.0% 0.0% 0.0% 0.0% 34.4% 0.0% 34.4% 34.4% 0.0%Maximum Green (s) 55.0 55.0 27.0 27.0 27.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 46.0 46.0 19.0 19.0 19.0Flash Dont Walk (s) 9.0 9.0 7.0 7.0 7.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 55.0 27.0 27.0Actuated g/C Ratio 0.61 0.30 0.30v/c Ratio 0.32 0.38 0.48Control Delay 8.2 24.3 24.8
Lanes, Volumes, Timings Existing Conditions25: Ohio Street & St. Clair St. PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRQueue Delay 0.0 0.0 1.6Total Delay 8.2 24.3 26.4LOS A C CApproach Delay 8.2 24.3 26.4Approach LOS A C CQueue Length 50th (ft) 61 76 100Queue Length 95th (ft) 82 136 170Internal Link Dist (ft) 320 639 251 220Turn Bay Length (ft)Base Capacity (vph) 2318 513 473Starvation Cap Reductn 0 0 117Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.32 0.38 0.63
Intersection SummaryArea Type: CBDCycle Length: 90Actuated Cycle Length: 90Offset: 23 (26%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 90Control Type: PretimedMaximum v/c Ratio: 0.48Intersection Signal Delay: 14.5 Intersection LOS: BIntersection Capacity Utilization 90.2% ICU Level of Service EAnalysis Period (min) 15
Splits and Phases: 25: Ohio Street & St. Clair St.
Lanes, Volumes, Timings Existing Conditions26: Ohio Street & Fairbanks Court PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 115 320 280 0 0 0 0 495 205 65 1010 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 11 11 10 12 12Storage Length (ft) 0 0 0 0 0 0 50 0Storage Lanes 0 0 0 0 0 1 1 0Taper Length (ft) 25 25 25 25 25 25 100 25Lane Util. Factor 0.91 0.91 0.91 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00Ped Bike Factor 0.82 0.65 0.88Frt 0.941 0.850Flt Protected 0.992 0.950Satd. Flow (prot) 0 3472 0 0 0 0 0 2999 1306 1486 3185 0Flt Permitted 0.992 0.355Satd. Flow (perm) 0 3278 0 0 0 0 0 2999 846 488 3185 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 75 156Link Speed (mph) 30 30 30 30Link Distance (ft) 719 357 317 312Travel Time (s) 16.3 8.1 7.2 7.1Confl. Peds. (#/hr) 340 265 335 335Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 13 13 0 0 0Adj. Flow (vph) 121 337 295 0 0 0 0 521 216 68 1063 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 753 0 0 0 0 0 521 216 68 1063 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 10 10Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.25 1.14 1.14 1.14 1.14 1.14 1.23 1.28 1.25 1.14 1.14Turn Type Perm Perm pm+ptProtected Phases 4 2 1 6Permitted Phases 4 2 6Minimum Split (s) 36.0 36.0 40.0 40.0 9.0 49.0Total Split (s) 36.0 36.0 0.0 0.0 0.0 0.0 0.0 40.0 40.0 9.0 49.0 0.0Total Split (%) 42.4% 42.4% 0.0% 0.0% 0.0% 0.0% 0.0% 47.1% 47.1% 10.6% 57.6% 0.0%Maximum Green (s) 32.0 32.0 36.0 36.0 6.0 45.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesWalk Time (s) 5.0 5.0 5.0 5.0 5.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 32.0 36.0 36.0 45.0 45.0
Lanes, Volumes, Timings Existing Conditions26: Ohio Street & Fairbanks Court PM Peak Hour
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRActuated g/C Ratio 0.38 0.42 0.42 0.53 0.53v/c Ratio 0.59 0.41 0.48 0.21 0.63Control Delay 21.2 13.5 9.0 5.1 8.3Queue Delay 0.0 0.3 0.1 0.0 0.5Total Delay 21.2 13.8 9.2 5.1 8.8LOS C B A A AApproach Delay 21.2 12.4 8.6Approach LOS C B AQueue Length 50th (ft) 103 125 65 12 135Queue Length 95th (ft) 143 144 m144 m18 m185Internal Link Dist (ft) 639 277 237 232Turn Bay Length (ft) 50Base Capacity (vph) 1281 1270 448 317 1686Starvation Cap Reductn 0 277 18 0 231Spillback Cap Reductn 0 0 0 0 43Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.59 0.52 0.50 0.21 0.73
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 21 (25%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.63Intersection Signal Delay: 13.3 Intersection LOS: BIntersection Capacity Utilization 82.1% ICU Level of Service EAnalysis Period (min) 15m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 26: Ohio Street & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions30: Grand Avenue & Fairbanks Court PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 30
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 395 760 100 365 600 0 0 1100 190Ideal Flow (vphpl) 1900 1900 1900 2000 1900 1900 2000 1900 1900 1900 1900 2000Storage Length (ft) 0 0 0 0 55 0 0 0Storage Lanes 0 0 1 0 1 0 0 0Taper Length (ft) 25 25 25 25 95 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.91 0.86 0.86 1.00 1.00 0.91 0.91Ped Bike Factor 0.63 0.93 0.94Frt 0.984 0.978Flt Protected 0.950 0.995 0.950 0.988Satd. Flow (prot) 0 0 0 1346 3807 0 1346 3988 0 0 3929 0Flt Permitted 0.950 0.995 0.109 0.668Satd. Flow (perm) 0 0 0 845 3677 0 154 2697 0 0 3929 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 25 20Link Speed (mph) 30 30 30 30Link Distance (ft) 364 579 316 317Travel Time (s) 8.3 13.2 7.2 7.2Confl. Peds. (#/hr) 415 325 500 500Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 0 0 0 416 800 105 384 632 0 0 1158 200Shared Lane Traffic (%) 22% 50%Lane Group Flow (vph) 0 0 0 324 997 0 192 824 0 0 1358 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 10 10 10 10Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.25 1.25 1.25 1.17 1.25 1.25 1.17 1.25 1.25 1.25 1.25 1.17Turning Speed (mph) 10 9 10 9 10 9 10 9Turn Type custom pm+ptProtected Phases 4 3 4 5 2 6Permitted Phases 3 2Minimum Split (s) 9.0 11.0 49.0 38.0Total Split (s) 0.0 0.0 0.0 9.0 36.0 0.0 11.0 49.0 0.0 0.0 38.0 0.0Total Split (%) 0.0% 0.0% 0.0% 10.6% 42.4% 0.0% 12.9% 57.6% 0.0% 0.0% 44.7% 0.0%Maximum Green (s) 5.0 7.0 45.0 35.0Yellow Time (s) 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesWalk Time (s) 5.0 5.0 5.0Flash Dont Walk (s) 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0Act Effct Green (s) 28.0 32.0 45.0 45.0 35.0Actuated g/C Ratio 0.33 0.38 0.53 0.53 0.41
Lanes, Volumes, Timings Existing Conditions30: Grand Avenue & Fairbanks Court PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 31
Lane Group ø3Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Storage Length (ft)Storage LanesTaper Length (ft)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorAdj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Turn TypeProtected Phases 3Permitted PhasesMinimum Split (s) 37.0Total Split (s) 27.0Total Split (%) 32%Maximum Green (s) 25.0Yellow Time (s) 2.0All-Red Time (s) 0.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LeadLead-Lag Optimize? YesWalk Time (s) 5.0Flash Dont Walk (s) 11.0Pedestrian Calls (#/hr) 0Act Effct Green (s)Actuated g/C Ratio
Lanes, Volumes, Timings Existing Conditions30: Grand Avenue & Fairbanks Court PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 32
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRv/c Ratio 1.05 0.71 1.07 1.02dl 0.83Control Delay 95.0 23.7 117.6 33.1 25.0Queue Delay 0.0 0.0 0.0 0.6 4.8Total Delay 95.0 23.7 117.6 33.7 29.9LOS F C F C CApproach Delay 41.2 49.5 29.9Approach LOS D D CQueue Length 50th (ft) ~175 158 ~120 164 157Queue Length 95th (ft) #353 208 m#186 206 219Internal Link Dist (ft) 284 499 236 237Turn Bay Length (ft) 55Base Capacity (vph) 308 1411 180 1534 1630Starvation Cap Reductn 0 0 0 338 90Spillback Cap Reductn 0 1 0 0 212Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 1.05 0.71 1.07 0.69 0.96
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of GreenNatural Cycle: 95Control Type: PretimedMaximum v/c Ratio: 1.07Intersection Signal Delay: 39.3 Intersection LOS: DIntersection Capacity Utilization 58.1% ICU Level of Service BAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.dl Defacto Left Lane. Recode with 1 though lane as a left lane.
Splits and Phases: 30: Grand Avenue & Fairbanks Court
Lanes, Volumes, Timings Existing Conditions30: Grand Avenue & Fairbanks Court PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 33
Lane Group ø3v/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio
Intersection Summary
Lanes, Volumes, Timings Existing Conditions36: Illinois Street & Fairbanks Court PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 34
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 150 710 235 0 0 0 0 815 225 325 1170 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900Storage Length (ft) 0 0 0 0 0 0 55 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25 25 25 95 25Lane Util. Factor 0.91 0.91 0.91 1.00 1.00 1.00 1.00 0.91 0.91 0.86 0.86 1.00Ped Bike Factor 0.88 0.92 0.96 1.00Frt 0.968 0.968Flt Protected 0.993 0.950 0.997Satd. Flow (prot) 0 3794 0 0 0 0 0 3807 0 1346 4025 0Flt Permitted 0.993 0.137 0.747Satd. Flow (perm) 0 3607 0 0 0 0 0 3807 0 186 3007 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 43 32Link Speed (mph) 30 30 30 30Link Distance (ft) 362 877 434 316Travel Time (s) 8.2 19.9 9.9 7.2Confl. Peds. (#/hr) 370 345 380 380Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 158 747 247 0 0 0 0 858 237 342 1232 0Shared Lane Traffic (%) 25%Lane Group Flow (vph) 0 1152 0 0 0 0 0 1095 0 256 1318 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 10 10Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.17 1.25 1.25Turning Speed (mph) 10 9 10 9 10 9 10 9Turn Type Perm pm+ptProtected Phases 4 2 1 6Permitted Phases 4 6Minimum Split (s) 38.0 38.0 34.0 13.0 47.0Total Split (s) 38.0 38.0 0.0 0.0 0.0 0.0 0.0 34.0 0.0 13.0 47.0 0.0Total Split (%) 44.7% 44.7% 0.0% 0.0% 0.0% 0.0% 0.0% 40.0% 0.0% 15.3% 55.3% 0.0%Maximum Green (s) 34.0 34.0 30.0 10.0 43.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 0.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesWalk Time (s) 5.0 5.0 5.0 5.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 34.0 30.0 44.0 43.0Actuated g/C Ratio 0.40 0.35 0.52 0.51
Lanes, Volumes, Timings Existing Conditions36: Illinois Street & Fairbanks Court PM Peak Hour
7/19/2011 Synchro 7 - Reportpcl Page 35
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRv/c Ratio 0.78 0.80 1.10 0.81Control Delay 26.1 29.5 89.4 20.2Queue Delay 0.0 0.0 0.0 103.5Total Delay 26.1 29.5 89.4 123.7LOS C C F FApproach Delay 26.1 29.5 118.1Approach LOS C C FQueue Length 50th (ft) 185 185 ~126 273Queue Length 95th (ft) 242 240 m#180 m308Internal Link Dist (ft) 282 797 354 236Turn Bay Length (ft) 55Base Capacity (vph) 1469 1364 233 1629Starvation Cap Reductn 0 0 0 555Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.78 0.80 1.10 1.23
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 36 (42%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 1.10Intersection Signal Delay: 65.0 Intersection LOS: EIntersection Capacity Utilization 58.1% ICU Level of Service BAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 36: Illinois Street & Fairbanks Court
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Lanes, Volumes, Timings100: Chicago Avenue & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 1
Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (vph) 90 225 30 75 250 50Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 12 10 11 11 12Storage Length (ft) 0 110 135 0Storage Lanes 1 1 1 1Taper Length (ft) 75 110 60 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.58 0.64 0.47Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1322 1163 1486 1621 1540 1163Flt Permitted 0.695 0.950Satd. Flow (perm) 1322 678 701 1621 1540 545Right Turn on Red Yes YesSatd. Flow (RTOR) 237 53Link Speed (mph) 30 30 30Link Distance (ft) 194 438 357Travel Time (s) 4.4 10.0 8.1Confl. Peds. (#/hr) 305 305 315Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 46 46 0 0 0 46Shared Lane Traffic (%)Lane Group Flow (vph) 95 237 32 79 263 53Turn Type Perm pm+pt pm+ovProtected Phases 4 3 8 2 3Permitted Phases 4 8 2Minimum Split (s) 36.0 36.0 23.0 59.0 26.0 23.0Total Split (s) 36.0 36.0 23.0 59.0 26.0 23.0Total Split (%) 42.4% 42.4% 27.1% 69.4% 30.6% 27.1%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 0.0 1.0 1.0 0.0Lost Time Adjust (s) 1.0 1.0 1.0 0.0 0.0 1.0Total Lost Time (s) 5.0 5.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes YesAct Effct Green (s) 31.0 31.0 55.0 55.0 22.0 41.0Actuated g/C Ratio 0.36 0.36 0.65 0.65 0.26 0.48v/c Ratio 0.20 0.60 0.05 0.08 0.66 0.12Control Delay 19.9 9.9 5.9 5.8 47.0 9.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.9 9.9 5.9 5.8 47.0 9.0LOS B A A A D AApproach Delay 12.8 5.8 40.6Approach LOS B A DQueue Length 50th (ft) 34 0 5 14 141 3Queue Length 95th (ft) 69 68 15 29 222 22Internal Link Dist (ft) 114 358 277Turn Bay Length (ft) 110 135
Lanes, Volumes, Timings100: Chicago Avenue & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 2
Lane Group EBT EBR WBL WBT NBL NBRBase Capacity (vph) 482 398 629 1049 399 428Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.20 0.60 0.05 0.08 0.66 0.12
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 7 (8%), Referenced to phase 2:NBL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.66Intersection Signal Delay: 23.4 Intersection LOS: CIntersection Capacity Utilization 52.5% ICU Level of Service AAnalysis Period (min) 15
Splits and Phases: 100: Chicago Avenue & Fairbanks Court
Lanes, Volumes, Timings200: Superior Street & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 90 105 125 0 0 0 0 210 70 35 260 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 12 12 12 12 12 12 12 12 12Storage Length (ft) 0 0 0 0 0 50 50 0Storage Lanes 1 0 0 0 0 1 1 1Taper Length (ft) 25 25 25 25 25 25 100 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.52 0.68 0.36 0.57Frt 0.919 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1540 1011 0 0 0 0 0 1676 1163 1593 1368 0Flt Permitted 0.950 0.585Satd. Flow (perm) 803 1011 0 0 0 0 0 1676 420 558 1368 0Right Turn on Red No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft) 177 529 308 357Travel Time (s) 4.0 12.0 7.0 8.1Confl. Peds. (#/hr) 180 345 435 435Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 46 0 46 0Shared Lane Traffic (%)Lane Group Flow (vph) 95 243 0 0 0 0 0 221 74 37 274 0Turn Type Perm Perm PermProtected Phases 4 2 6Permitted Phases 4 2 6Minimum Split (s) 41.0 41.0 44.0 44.0 44.0 44.0Total Split (s) 41.0 41.0 0.0 0.0 0.0 0.0 0.0 44.0 44.0 44.0 44.0 0.0Total Split (%) 48.2% 48.2% 0.0% 0.0% 0.0% 0.0% 0.0% 51.8% 51.8% 51.8% 51.8% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Act Effct Green (s) 37.0 37.0 40.0 40.0 40.0 40.0Actuated g/C Ratio 0.44 0.44 0.47 0.47 0.47 0.47v/c Ratio 0.27 0.55 0.28 0.37 0.14 0.43Control Delay 18.1 23.8 13.1 19.4 13.5 15.9Queue Delay 0.0 0.0 0.4 0.0 0.0 0.0Total Delay 18.1 23.8 13.6 19.4 13.5 15.9LOS B C B B B BApproach Delay 22.2 15.0 15.6Approach LOS C B BQueue Length 50th (ft) 31 93 43 15 11 90Queue Length 95th (ft) 67 170 89 39 m17 116Internal Link Dist (ft) 97 449 228 277Turn Bay Length (ft) 50 50
Lanes, Volumes, Timings200: Superior Street & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRBase Capacity (vph) 350 440 789 198 263 644Starvation Cap Reductn 0 0 246 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.27 0.55 0.41 0.37 0.14 0.43
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 20 (24%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.55Intersection Signal Delay: 17.8 Intersection LOS: BIntersection Capacity Utilization 47.2% ICU Level of Service AAnalysis Period (min) 15m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 200: Superior Street & Fairbanks Court
Lanes, Volumes, Timings300: Huron Street & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 5
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 80 190 40 195 240 0 0 275 110Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12Storage Length (ft) 0 0 0 0 80 0 0 50Storage Lanes 0 0 0 1 1 0 0 1Taper Length (ft) 25 25 25 25 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.80 0.80 0.64Frt 0.981 0.850Flt Protected 0.987 0.950Satd. Flow (prot) 0 0 0 0 2870 0 1593 1368 0 0 1676 1163Flt Permitted 0.987 0.509Satd. Flow (perm) 0 0 0 0 2482 0 685 1368 0 0 1676 748Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 20 90Link Speed (mph) 30 30 30 30Link Distance (ft) 356 349 130 308Travel Time (s) 8.1 7.9 3.0 7.0Confl. Peds. (#/hr) 235 245 350 350Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 46 0 0 0 46Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 326 0 205 253 0 0 289 116Turn Type Perm pm+pt PermProtected Phases 8 5 2 6Permitted Phases 8 2 6Minimum Split (s) 41.0 41.0 8.0 44.0 44.0 44.0Total Split (s) 0.0 0.0 0.0 32.0 32.0 0.0 12.0 53.0 0.0 0.0 41.0 41.0Total Split (%) 0.0% 0.0% 0.0% 37.6% 37.6% 0.0% 14.1% 62.4% 0.0% 0.0% 48.2% 48.2%Yellow Time (s) 3.0 3.0 3.5 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 0.5 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lead LeadLead-Lag Optimize? Yes Yes YesAct Effct Green (s) 28.0 49.0 49.0 37.0 37.0Actuated g/C Ratio 0.33 0.58 0.58 0.44 0.44v/c Ratio 0.39 0.43 0.32 0.40 0.31Control Delay 22.2 6.9 4.4 13.8 5.2Queue Delay 0.0 0.7 0.3 0.6 0.0Total Delay 22.2 7.7 4.6 14.4 5.2LOS C A A B AApproach Delay 22.2 6.0 11.7Approach LOS C A BQueue Length 50th (ft) 65 16 21 66 5Queue Length 95th (ft) 102 25 30 111 23Internal Link Dist (ft) 276 269 50 228Turn Bay Length (ft) 80 50
Lanes, Volumes, Timings300: Huron Street & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRBase Capacity (vph) 831 480 789 730 376Starvation Cap Reductn 0 94 168 176 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.39 0.53 0.41 0.52 0.31
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 21 (25%), Referenced to phase 2:NBTL and 6:SBT, Start of GreenNatural Cycle: 95Control Type: PretimedMaximum v/c Ratio: 0.43Intersection Signal Delay: 12.4 Intersection LOS: BIntersection Capacity Utilization 51.9% ICU Level of Service AAnalysis Period (min) 15
Splits and Phases: 300: Huron Street & Fairbanks Court
Lanes, Volumes, Timings400: Erie Street & Michigan Avenue 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 30 285 10 0 0 0 0 920 155 130 1425 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 11 12 9 11 12Storage Length (ft) 0 0 0 0 0 0 60 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25 25 25 60 25Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 1.00Ped Bike Factor 0.96 0.95 0.93Frt 0.995 0.978Flt Protected 0.995 0.950Satd. Flow (prot) 0 2910 0 0 0 0 0 4126 0 1433 3834 0Flt Permitted 0.995 0.950Satd. Flow (perm) 0 2814 0 0 0 0 0 4126 0 1339 3834 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 3 49Link Speed (mph) 30 30 30 30Link Distance (ft) 516 405 285 147Travel Time (s) 11.7 9.2 6.5 3.3Confl. Peds. (#/hr) 313 278 531 531Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 100 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 343 0 0 0 0 0 1131 0 137 1500 0Turn Type Perm ProtProtected Phases 4 2 1 6Permitted Phases 4Detector Phase 4 4 2 1 6Switch PhaseMinimum Initial (s) 4.0 4.0 4.0 4.0 4.0Minimum Split (s) 28.0 28.0 61.0 10.0 71.0Total Split (s) 28.0 28.0 0.0 0.0 0.0 0.0 0.0 61.0 0.0 16.0 77.0 0.0Total Split (%) 26.7% 26.7% 0.0% 0.0% 0.0% 0.0% 0.0% 58.1% 0.0% 15.2% 73.3% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesRecall Mode None None C-Max None C-MaxAct Effct Green (s) 17.9 60.2 13.9 79.1Actuated g/C Ratio 0.17 0.57 0.13 0.75v/c Ratio 0.71 0.47 0.72 0.52Control Delay 48.9 6.4 66.2 6.4Queue Delay 0.0 0.2 0.0 0.1Total Delay 48.9 6.6 66.2 6.5LOS D A E AApproach Delay 48.9 6.6 11.5Approach LOS D A B
Lanes, Volumes, Timings400: Erie Street & Michigan Avenue 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRQueue Length 50th (ft) 114 90 87 124Queue Length 95th (ft) 155 109 #200 191Internal Link Dist (ft) 436 325 205 67Turn Bay Length (ft) 60Base Capacity (vph) 646 2388 189 2889Starvation Cap Reductn 0 415 0 0Spillback Cap Reductn 0 0 0 402Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.53 0.57 0.72 0.60
Intersection SummaryArea Type: CBDCycle Length: 105Actuated Cycle Length: 105Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.72Intersection Signal Delay: 13.9 Intersection LOS: BIntersection Capacity Utilization 69.7% ICU Level of Service CAnalysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 400: Erie Street & Michigan Avenue
Lanes, Volumes, Timings500: Erie Street & St. Clair St. 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 105 400 65 0 0 0 0 175 110 50 85 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.983 0.948Flt Protected 0.991 0.982Satd. Flow (prot) 0 2896 0 0 0 0 0 1483 0 0 1537 0Flt Permitted 0.991 0.982Satd. Flow (perm) 0 2896 0 0 0 0 0 1483 0 0 1537 0Link Speed (mph) 30 30 30 30Link Distance (ft) 405 265 280 150Travel Time (s) 9.2 6.0 6.4 3.4Confl. Peds. (#/hr) 250 320 305 305Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 600 0 0 0 0 0 300 0 0 142 0Sign Control Stop Stop Stop Stop
Intersection SummaryArea Type: CBDControl Type: UnsignalizedIntersection Capacity Utilization 58.1% ICU Level of Service BAnalysis Period (min) 15
Lanes, Volumes, Timings510: Erie Street & NMH Hospital Access 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 10
Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 1 560 0 0 1 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00FrtFlt Protected 0.950Satd. Flow (prot) 0 3303 0 0 1652 0Flt Permitted 0.950Satd. Flow (perm) 0 3303 0 0 1652 0Link Speed (mph) 30 30 20Link Distance (ft) 265 185 218Travel Time (s) 6.0 4.2 7.4Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 590 0 0 1 0Sign Control Free Free Stop
Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 25.5% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings520: Erie Street & OCP Access 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 11
Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (vph) 410 150 0 0 0 55Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00Frt 0.960 0.865Flt ProtectedSatd. Flow (prot) 3171 0 0 0 0 1504Flt PermittedSatd. Flow (perm) 3171 0 0 0 0 1504Link Speed (mph) 30 30 20Link Distance (ft) 185 215 284Travel Time (s) 4.2 4.9 9.7Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 590 0 0 0 0 58Sign Control Free Free Stop
Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 26.2% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings600: Erie Street & Fairbanks Court 7/19/2011
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 55 260 160 0 0 0 0 380 200 40 315 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 10 12 12 10 12Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00Ped Bike Factor 0.86 0.92 0.99Frt 0.950 0.948Flt Protected 0.994 0.994Satd. Flow (prot) 0 2517 0 0 0 0 0 2594 0 0 2683 0Flt Permitted 0.994 0.848Satd. Flow (perm) 0 2428 0 0 0 0 0 2594 0 0 2267 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 133 68Link Speed (mph) 30 30 30 30Link Distance (ft) 215 350 285 165Travel Time (s) 4.9 8.0 6.5 3.8Confl. Peds. (#/hr) 330 315 315 315Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 46 0 46 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 500 0 0 0 0 0 611 0 0 374 0Turn Type Perm PermProtected Phases 4 2 6Permitted Phases 4 6Minimum Split (s) 41.0 41.0 44.0 44.0 44.0Total Split (s) 41.0 41.0 0.0 0.0 0.0 0.0 0.0 44.0 0.0 44.0 44.0 0.0Total Split (%) 48.2% 48.2% 0.0% 0.0% 0.0% 0.0% 0.0% 51.8% 0.0% 51.8% 51.8% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Act Effct Green (s) 37.0 40.0 40.0Actuated g/C Ratio 0.44 0.47 0.47v/c Ratio 0.44 0.49 0.35Control Delay 13.4 12.6 6.7Queue Delay 0.0 0.1 0.0Total Delay 13.4 12.7 6.7LOS B B AApproach Delay 13.4 12.7 6.7Approach LOS B B AQueue Length 50th (ft) 67 51 26Queue Length 95th (ft) 108 59 42Internal Link Dist (ft) 135 270 205 85Turn Bay Length (ft)Base Capacity (vph) 1132 1257 1067Starvation Cap Reductn 0 82 0Spillback Cap Reductn 0 0 0
Lanes, Volumes, Timings600: Erie Street & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 13
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRStorage Cap Reductn 0 0 0Reduced v/c Ratio 0.44 0.52 0.35
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 20 (24%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.49Intersection Signal Delay: 11.4 Intersection LOS: BIntersection Capacity Utilization 72.6% ICU Level of Service CAnalysis Period (min) 15
Splits and Phases: 600: Erie Street & Fairbanks Court
Lanes, Volumes, Timings610: Erie Street & Parking Garage Access 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 14
Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (vph) 500 1 0 0 0 1Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00Frt 0.865Flt ProtectedSatd. Flow (prot) 3303 0 0 0 0 1504Flt PermittedSatd. Flow (perm) 3303 0 0 0 0 1504Link Speed (mph) 30 30 20Link Distance (ft) 350 340 279Travel Time (s) 8.0 7.7 9.5Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 527 0 0 0 0 1Sign Control Free Free Stop
Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 23.9% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings700: Erie Street & McClurg Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 15
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 65 130 45 0 0 0 0 160 105 50 25 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.972 0.946Flt Protected 0.987 0.968Satd. Flow (prot) 0 2852 0 0 0 0 0 1480 0 0 1515 0Flt Permitted 0.987 0.968Satd. Flow (perm) 0 2852 0 0 0 0 0 1480 0 0 1515 0Link Speed (mph) 30 30 30 30Link Distance (ft) 340 339 282 148Travel Time (s) 7.7 7.7 6.4 3.4Confl. Peds. (#/hr) 130 215 300 300Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 252 0 0 0 0 0 279 0 0 79 0Sign Control Stop Stop Stop Stop
Intersection SummaryArea Type: CBDControl Type: UnsignalizedIntersection Capacity Utilization 47.8% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings800: Ontario Street & Michigan Avenue 7/19/2011
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 95 500 85 120 955 0 0 1210 225Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 9 11 12 12 11 12Storage Length (ft) 0 0 60 60 80 0 0 0Storage Lanes 0 0 1 1 1 0 0 0Taper Length (ft) 25 25 40 40 40 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.91 0.91Ped Bike Factor 0.62 0.63 0.95 0.93Frt 0.850 0.976Flt Protected 0.950 0.950Satd. Flow (prot) 0 0 0 1593 3185 1425 1433 3834 0 0 4015 0Flt Permitted 0.950 0.950Satd. Flow (perm) 0 0 0 994 3185 900 1355 3834 0 0 4015 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 49 56Link Speed (mph) 30 30 30 30Link Distance (ft) 456 405 292 285Travel Time (s) 10.4 9.2 6.6 6.5Confl. Peds. (#/hr) 345 315 520 520Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 100 0 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 100 526 89 126 1005 0 0 1511 0Turn Type Perm Perm ProtProtected Phases 8 5 2 6Permitted Phases 8 8Detector Phase 8 8 8 5 2 6Switch PhaseMinimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0Minimum Split (s) 28.0 28.0 28.0 10.0 71.0 61.0Total Split (s) 0.0 0.0 0.0 28.0 28.0 28.0 16.0 77.0 0.0 0.0 61.0 0.0Total Split (%) 0.0% 0.0% 0.0% 26.7% 26.7% 26.7% 15.2% 73.3% 0.0% 0.0% 58.1% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode None None None None C-Max C-MaxAct Effct Green (s) 21.6 21.6 21.6 11.1 75.4 59.2Actuated g/C Ratio 0.21 0.21 0.21 0.11 0.72 0.56v/c Ratio 0.49 0.80 0.40 0.83 0.37 0.66Control Delay 44.9 49.4 23.2 90.0 4.1 11.5Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1Total Delay 44.9 49.4 23.2 90.0 4.2 11.6LOS D D C F A BApproach Delay 45.5 13.8 11.6Approach LOS D B B
Lanes, Volumes, Timings800: Ontario Street & Michigan Avenue 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 17
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRQueue Length 50th (ft) 59 174 22 91 57 247Queue Length 95th (ft) 111 233 69 m#188 m64 302Internal Link Dist (ft) 376 325 212 205Turn Bay Length (ft) 60 60 80Base Capacity (vph) 227 728 244 157 2752 2289Starvation Cap Reductn 0 0 0 0 533 69Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.44 0.72 0.36 0.80 0.45 0.68
Intersection SummaryArea Type: CBDCycle Length: 105Actuated Cycle Length: 105Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.83Intersection Signal Delay: 19.5 Intersection LOS: BIntersection Capacity Utilization 83.9% ICU Level of Service EAnalysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 800: Ontario Street & Michigan Avenue
Lanes, Volumes, Timings900: Ontario Street & St. Clair St. 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 18
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 80 505 100 75 185 0 0 95 175Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 10 12 12 16 12 12 16 12Storage Length (ft) 0 0 0 0 50 0 0 30Storage Lanes 0 0 0 0 1 0 0 1Taper Length (ft) 25 25 25 25 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.95 0.85 0.82Frt 0.978 0.850Flt Protected 0.994 0.950Satd. Flow (prot) 0 0 0 0 2771 0 1593 1900 0 0 1900 1425Flt Permitted 0.994 0.692Satd. Flow (perm) 0 0 0 0 2703 0 983 1900 0 0 1900 1164Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 39 140Link Speed (mph) 30 30 30 30Link Distance (ft) 405 450 286 280Travel Time (s) 9.2 10.2 6.5 6.4Confl. Peds. (#/hr) 260 210 175 175Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 7 7 0 0 0 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 721 0 79 195 0 0 100 184Turn Type Perm Perm PermProtected Phases 8 2 6Permitted Phases 8 2 6Minimum Split (s) 59.0 59.0 31.0 31.0 31.0 31.0Total Split (s) 0.0 0.0 0.0 59.0 59.0 0.0 31.0 31.0 0.0 0.0 31.0 31.0Total Split (%) 0.0% 0.0% 0.0% 65.6% 65.6% 0.0% 34.4% 34.4% 0.0% 0.0% 34.4% 34.4%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Act Effct Green (s) 55.0 27.0 27.0 27.0 27.0Actuated g/C Ratio 0.61 0.30 0.30 0.30 0.30v/c Ratio 0.43 0.27 0.34 0.18 0.41Control Delay 9.7 38.3 38.0 24.4 10.6Queue Delay 0.0 0.0 1.2 0.0 0.0Total Delay 9.7 38.3 39.2 24.4 10.6LOS A D D C BApproach Delay 9.7 39.0 15.4Approach LOS A D BQueue Length 50th (ft) 97 42 105 42 18Queue Length 95th (ft) 135 86 171 81 73Internal Link Dist (ft) 325 370 206 200Turn Bay Length (ft) 50 30
Lanes, Volumes, Timings900: Ontario Street & St. Clair St. 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 19
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRBase Capacity (vph) 1667 295 570 570 447Starvation Cap Reductn 0 0 209 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.43 0.27 0.54 0.18 0.41
Intersection SummaryArea Type: CBDCycle Length: 90Actuated Cycle Length: 90Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of GreenNatural Cycle: 90Control Type: PretimedMaximum v/c Ratio: 0.43Intersection Signal Delay: 17.2 Intersection LOS: BIntersection Capacity Utilization 83.0% ICU Level of Service EAnalysis Period (min) 15
Splits and Phases: 900: Ontario Street & St. Clair St.
Lanes, Volumes, Timings990: Ontario Street & OCP Access 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 20
Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 0 615 155 0 70Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 1.00Frt 0.970 0.865Flt ProtectedSatd. Flow (prot) 0 0 3204 0 0 1504Flt PermittedSatd. Flow (perm) 0 0 3204 0 0 1504Link Speed (mph) 30 30 20Link Distance (ft) 450 138 284Travel Time (s) 10.2 3.1 9.7Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 810 0 0 74Sign Control Free Free Stop
Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 32.9% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings1000: Ontario Street & Fairbanks Court 7/19/2011
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 420 420 45 245 535 0 0 370 105Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 13 12 10 11 12 12 11 12Storage Length (ft) 0 0 100 100 50 0 0 0Storage Lanes 0 0 1 1 1 0 0 0Taper Length (ft) 25 25 25 25 100 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.91 1.00 0.95 1.00 1.00 0.95 0.95Ped Bike Factor 0.72 0.89 0.91 0.95Frt 0.990 0.967Flt Protected 0.950 0.985 0.950Satd. Flow (prot) 0 0 0 1370 4277 0 1486 2956 0 0 2748 0Flt Permitted 0.950 0.985 0.303Satd. Flow (perm) 0 0 0 984 3880 0 429 2956 0 0 2748 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 14 40Link Speed (mph) 30 30 30 30Link Distance (ft) 77 350 271 285Travel Time (s) 1.8 8.0 6.2 6.5Confl. Peds. (#/hr) 210 170 215 215Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 20 0 0 13 13Shared Lane Traffic (%) 48%Lane Group Flow (vph) 0 0 0 230 701 0 258 563 0 0 500 0Turn Type custom pm+ptProtected Phases 8 7 8 5 2 6Permitted Phases 7 2Minimum Split (s) 14.0 24.0 47.0 23.0Total Split (s) 0.0 0.0 0.0 14.0 38.0 0.0 24.0 47.0 0.0 0.0 23.0 0.0Total Split (%) 0.0% 0.0% 0.0% 16.5% 44.7% 0.0% 28.2% 55.3% 0.0% 0.0% 27.1% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 5.0 3.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesAct Effct Green (s) 28.0 32.0 43.0 43.0 20.0Actuated g/C Ratio 0.33 0.38 0.51 0.51 0.24v/c Ratio 0.63 0.46 0.55 0.38 0.74Control Delay 24.5 14.5 17.2 6.5 24.9Queue Delay 0.0 0.0 0.0 0.3 0.0Total Delay 24.5 14.5 17.2 6.8 24.9LOS C B B A CApproach Delay 17.0 10.1 24.9Approach LOS B B CQueue Length 50th (ft) 65 60 58 30 83Queue Length 95th (ft) 126 94 m107 40 132Internal Link Dist (ft) 1 270 191 205Turn Bay Length (ft) 100 50
Lanes, Volumes, Timings1000: Ontario Street & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 22
Lane Group ø7Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Width (ft)Storage Length (ft)Storage LanesTaper Length (ft)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorBus Blockages (#/hr)Shared Lane Traffic (%)Lane Group Flow (vph)Turn TypeProtected Phases 7Permitted PhasesMinimum Split (s) 24.0Total Split (s) 24.0Total Split (%) 28%Yellow Time (s) 2.0All-Red Time (s) 0.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LeadLead-Lag Optimize? YesAct Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)
Lanes, Volumes, Timings1000: Ontario Street & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 23
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRBase Capacity (vph) 365 1521 466 1495 677Starvation Cap Reductn 0 0 0 416 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.63 0.46 0.55 0.52 0.74
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 29 (34%), Referenced to phase 2:NBTL and 6:SBT, Start of 1st GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.74Intersection Signal Delay: 16.2 Intersection LOS: BIntersection Capacity Utilization 83.1% ICU Level of Service EAnalysis Period (min) 15m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 1000: Ontario Street & Fairbanks Court
Lanes, Volumes, Timings1000: Ontario Street & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 24
Lane Group ø7Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio
Intersection Summary
Lanes, Volumes, Timings1010: Ontario Street & Parking Garage Access 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 25
Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 0 885 1 0 1Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 1.00Frt 0.865Flt ProtectedSatd. Flow (prot) 0 0 3303 0 0 1504Flt PermittedSatd. Flow (perm) 0 0 3303 0 0 1504Link Speed (mph) 30 30 20Link Distance (ft) 350 345 279Travel Time (s) 8.0 7.8 9.5Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 933 0 0 1Sign Control Free Free Stop
Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 34.5% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings1100: Ontario Street & McClurg Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 26
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 0 845 140 215 300 0 0 0 85Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 10 12 9 16 12 12 12 10Storage Length (ft) 0 0 0 0 90 0 0 0Storage Lanes 0 0 0 0 1 0 0 1Taper Length (ft) 25 25 25 25 100 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.97 0.91 0.90Frt 0.979 0.865Flt Protected 0.950Satd. Flow (prot) 0 0 0 0 2835 0 1433 1900 0 0 0 1353Flt Permitted 0.950Satd. Flow (perm) 0 0 0 0 2835 0 1307 1900 0 0 0 1220Right Turn on Red Yes Yes Yes Yes YesSatd. Flow (RTOR) 36 137 69Link Speed (mph) 30 30 30 30Link Distance (ft) 345 815 419 282Travel Time (s) 7.8 18.5 9.5 6.4Confl. Peds. (#/hr) 140 90 90Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 1036 0 226 316 0 0 0 89Turn Type Perm customProtected Phases 6 8Permitted Phases 8 4Minimum Split (s) 52.0 33.0 33.0 33.0Total Split (s) 0.0 0.0 0.0 0.0 52.0 0.0 33.0 33.0 0.0 0.0 0.0 33.0Total Split (%) 0.0% 0.0% 0.0% 0.0% 61.2% 0.0% 38.8% 38.8% 0.0% 0.0% 0.0% 38.8%Yellow Time (s) 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Act Effct Green (s) 48.0 29.0 29.0 29.0Actuated g/C Ratio 0.56 0.34 0.34 0.34v/c Ratio 0.64 0.42 0.49 0.19Control Delay 14.4 11.5 25.3 8.5Queue Delay 0.0 0.0 0.0 0.0Total Delay 14.4 11.5 25.3 8.5LOS B B C AApproach Delay 14.4 19.5Approach LOS B BQueue Length 50th (ft) 177 33 132 7Queue Length 95th (ft) 242 92 208 39Internal Link Dist (ft) 265 735 339 202Turn Bay Length (ft) 90Base Capacity (vph) 1617 536 648 462
Lanes, Volumes, Timings1100: Ontario Street & McClurg Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 27
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRStarvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.64 0.42 0.49 0.19
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 70 (82%), Referenced to phase 6:WBT, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.64Intersection Signal Delay: 15.8 Intersection LOS: BIntersection Capacity Utilization 76.3% ICU Level of Service DAnalysis Period (min) 15
Splits and Phases: 1100: Ontario Street & McClurg Court
Lanes, Volumes, Timings1200: Ontario Street & Lake Shore Drive (Inner) 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 28
Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 0 0 205 140 0 670Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.88Ped Bike FactorFrt 0.850Flt Protected 0.950Satd. Flow (prot) 0 0 1486 1565 0 2341Flt Permitted 0.950Satd. Flow (perm) 0 0 1486 1565 0 2341Link Speed (mph) 30 30 30Link Distance (ft) 815 307 151Travel Time (s) 18.5 7.0 3.4Confl. Peds. (#/hr) 35 35Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 216 147 0 705Sign Control Stop Stop Stop
Intersection SummaryArea Type: CBDControl Type: UnsignalizedIntersection Capacity Utilization 48.4% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings1300: Ohio Street & Michigan Avenue 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 29
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 165 730 220 0 0 0 0 935 245 90 1215 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 12 12 12 12 11 12 9 11 12Storage Length (ft) 0 0 0 0 0 0 60 0Storage Lanes 1 1 0 0 0 0 1 0Taper Length (ft) 25 25 25 25 25 25 55 25Lane Util. Factor 0.86 0.81 0.86 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 1.00Ped Bike Factor 0.70 0.99 0.76 0.93 0.94Frt 0.996 0.850 0.969Flt Protected 0.950 0.999 0.950Satd. Flow (prot) 1324 3891 1151 0 0 0 0 4004 0 1433 3840 0Flt Permitted 0.950 0.999 0.950Satd. Flow (perm) 923 3866 871 0 0 0 0 4004 0 1354 3840 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 3 95 98Link Speed (mph) 30 30 30 30Link Distance (ft) 448 409 959 292Travel Time (s) 10.2 9.3 21.8 6.6Confl. Peds. (#/hr) 240 180 650 650Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 7 0 0 0 0 0 0 0 99 0Shared Lane Traffic (%) 10% 10%Lane Group Flow (vph) 157 808 209 0 0 0 0 1242 0 95 1279 0Turn Type Perm Perm ProtProtected Phases 4 2 1 6Permitted Phases 4 4Detector Phase 4 4 4 2 1 6Switch PhaseMinimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0Minimum Split (s) 28.0 28.0 28.0 61.0 10.0 71.0Total Split (s) 28.0 28.0 28.0 0.0 0.0 0.0 0.0 61.0 0.0 16.0 77.0 0.0Total Split (%) 26.7% 26.7% 26.7% 0.0% 0.0% 0.0% 0.0% 58.1% 0.0% 15.2% 73.3% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesRecall Mode None None None C-Max None C-MaxAct Effct Green (s) 23.9 23.9 23.9 58.4 9.7 73.1Actuated g/C Ratio 0.23 0.23 0.23 0.56 0.09 0.70v/c Ratio 0.75 0.92 0.77 0.55 0.71 0.48Control Delay 60.9 55.9 40.8 14.9 82.4 3.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1Total Delay 60.9 55.9 40.8 14.9 82.4 3.8LOS E E D B F AApproach Delay 53.9 14.9 9.2Approach LOS D B A
Lanes, Volumes, Timings1300: Ohio Street & Michigan Avenue 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 30
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRQueue Length 50th (ft) 115 218 84 175 69 46Queue Length 95th (ft) #236 #306 #227 217 m105 52Internal Link Dist (ft) 368 329 879 212Turn Bay Length (ft) 60Base Capacity (vph) 211 886 272 2270 150 2675Starvation Cap Reductn 0 0 0 0 0 327Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.74 0.91 0.77 0.55 0.63 0.54
Intersection SummaryArea Type: CBDCycle Length: 105Actuated Cycle Length: 105Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.92Intersection Signal Delay: 24.9 Intersection LOS: CIntersection Capacity Utilization 83.9% ICU Level of Service EAnalysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 1300: Ohio Street & Michigan Avenue
Lanes, Volumes, Timings1400: Ohio Street & St. Clair St. 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 31
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 125 860 95 0 0 0 0 135 50 45 125 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 16 12 12 16 12Lane Util. Factor 0.91 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.95 0.92 0.95Frt 0.987 0.963Flt Protected 0.994 0.987Satd. Flow (prot) 0 4052 0 0 0 0 0 1682 0 0 1875 0Flt Permitted 0.994 0.883Satd. Flow (perm) 0 3948 0 0 0 0 0 1682 0 0 1587 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 33 21Link Speed (mph) 30 30 30 30Link Distance (ft) 409 680 292 286Travel Time (s) 9.3 15.5 6.6 6.5Confl. Peds. (#/hr) 270 315 280 280Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 7 7 0 0 0 0 0 0 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 1137 0 0 0 0 0 195 0 0 179 0Turn Type Perm PermProtected Phases 4 2 6Permitted Phases 4 6Minimum Split (s) 59.0 59.0 31.0 31.0 31.0Total Split (s) 59.0 59.0 0.0 0.0 0.0 0.0 0.0 31.0 0.0 31.0 31.0 0.0Total Split (%) 65.6% 65.6% 0.0% 0.0% 0.0% 0.0% 0.0% 34.4% 0.0% 34.4% 34.4% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Act Effct Green (s) 55.0 27.0 27.0Actuated g/C Ratio 0.61 0.30 0.30v/c Ratio 0.47 0.38 0.38Control Delay 10.0 24.6 22.3Queue Delay 0.0 0.0 1.0Total Delay 10.0 24.6 23.2LOS A C CApproach Delay 10.0 24.6 23.2Approach LOS A C CQueue Length 50th (ft) 113 77 79Queue Length 95th (ft) 145 137 142Internal Link Dist (ft) 329 600 212 206Turn Bay Length (ft)Base Capacity (vph) 2426 519 476Starvation Cap Reductn 0 0 129Spillback Cap Reductn 0 0 0
Lanes, Volumes, Timings1400: Ohio Street & St. Clair St. 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 32
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRStorage Cap Reductn 0 0 0Reduced v/c Ratio 0.47 0.38 0.52
Intersection SummaryArea Type: CBDCycle Length: 90Actuated Cycle Length: 90Offset: 23 (26%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 90Control Type: PretimedMaximum v/c Ratio: 0.47Intersection Signal Delay: 13.4 Intersection LOS: BIntersection Capacity Utilization 87.6% ICU Level of Service EAnalysis Period (min) 15
Splits and Phases: 1400: Ohio Street & St. Clair St.
Lanes, Volumes, Timings1500: Ohio Street & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 33
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 135 565 255 0 0 0 0 595 185 95 700 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 11 11 10 12 12Storage Length (ft) 0 0 0 0 0 0 50 0Storage Lanes 0 0 0 0 0 1 1 0Taper Length (ft) 25 25 25 25 25 25 100 25Lane Util. Factor 0.91 0.91 0.91 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00Ped Bike Factor 0.87 0.66 0.91Frt 0.960 0.850Flt Protected 0.993 0.950Satd. Flow (prot) 0 3719 0 0 0 0 0 2999 1306 1486 3185 0Flt Permitted 0.993 0.298Satd. Flow (perm) 0 3558 0 0 0 0 0 2999 867 424 3185 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 124 106Link Speed (mph) 30 30 30 30Link Distance (ft) 680 339 280 271Travel Time (s) 15.5 7.7 6.4 6.2Confl. Peds. (#/hr) 205 250 285 285Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 13 13 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 1005 0 0 0 0 0 626 195 100 737 0Turn Type Perm Perm pm+ptProtected Phases 4 2 1 6Permitted Phases 4 2 6Minimum Split (s) 36.0 36.0 40.0 40.0 9.0 49.0Total Split (s) 36.0 36.0 0.0 0.0 0.0 0.0 0.0 40.0 40.0 9.0 49.0 0.0Total Split (%) 42.4% 42.4% 0.0% 0.0% 0.0% 0.0% 0.0% 47.1% 47.1% 10.6% 57.6% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesAct Effct Green (s) 32.0 36.0 36.0 45.0 45.0Actuated g/C Ratio 0.38 0.42 0.42 0.53 0.53v/c Ratio 0.71 0.49 0.46 0.35 0.44Control Delay 22.9 14.2 8.6 6.5 5.8Queue Delay 0.0 0.3 0.1 0.0 0.9Total Delay 22.9 14.4 8.6 6.5 6.7LOS C B A A AApproach Delay 22.9 13.1 6.6Approach LOS C B AQueue Length 50th (ft) 144 65 13 17 81Queue Length 95th (ft) 194 91 m32 m25 104Internal Link Dist (ft) 600 259 200 191Turn Bay Length (ft) 50
Lanes, Volumes, Timings1500: Ohio Street & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 34
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRBase Capacity (vph) 1417 1270 428 287 1686Starvation Cap Reductn 0 179 11 0 617Spillback Cap Reductn 1 0 0 0 123Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.71 0.57 0.47 0.35 0.69
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 23 (27%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.71Intersection Signal Delay: 14.8 Intersection LOS: BIntersection Capacity Utilization 83.1% ICU Level of Service EAnalysis Period (min) 15m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 1500: Ohio Street & Fairbanks Court
Lanes, Volumes, Timings1600: Grand Avenue & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 35
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 250 915 125 225 655 0 0 855 100Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 0 0 0 55 0 0 0Storage Lanes 0 0 1 0 1 0 0 0Taper Length (ft) 25 25 10 10 95 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.91 0.86 0.86 1.00 1.00 0.91 0.91Ped Bike Factor 0.69 0.97 0.95 0.99 0.96Frt 0.982 0.984Flt Protected 0.950 0.999 0.950 0.995Satd. Flow (prot) 0 0 0 1278 3856 0 1278 4017 0 0 4055 0Flt Permitted 0.950 0.999 0.170 0.745Satd. Flow (perm) 0 0 0 882 3829 0 217 2991 0 0 4055 0Right Turn on Red No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft) 338 330 302 280Travel Time (s) 7.7 7.5 6.9 6.4Confl. Peds. (#/hr) 220 135 290 290Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%) 10% 35%Lane Group Flow (vph) 0 0 0 237 1121 0 154 772 0 0 1005 0Turn Type custom pm+ptProtected Phases 4 3 4 5 2 6Permitted Phases 3 2Minimum Split (s) 9.0 14.0 45.0 31.0Total Split (s) 0.0 0.0 0.0 9.0 40.0 0.0 14.0 45.0 0.0 0.0 31.0 0.0Total Split (%) 0.0% 0.0% 0.0% 10.6% 47.1% 0.0% 16.5% 52.9% 0.0% 0.0% 36.5% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesAct Effct Green (s) 32.0 36.0 41.0 41.0 28.0Actuated g/C Ratio 0.38 0.42 0.48 0.48 0.33v/c Ratio 0.67 0.69 0.67 0.49 0.75Control Delay 30.7 21.1 24.6 8.5 24.4Queue Delay 0.0 0.0 0.0 0.2 0.6Total Delay 30.7 21.1 24.6 8.7 25.0LOS C C C A CApproach Delay 22.8 11.3 25.0Approach LOS C B CQueue Length 50th (ft) 101 174 22 36 174Queue Length 95th (ft) #181 224 m45 65 230Internal Link Dist (ft) 258 250 222 200Turn Bay Length (ft) 55Base Capacity (vph) 355 1624 229 1563 1336Starvation Cap Reductn 0 0 0 203 100
Lanes, Volumes, Timings1600: Grand Avenue & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 36
Lane Group ø3Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Storage Length (ft)Storage LanesTaper Length (ft)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorShared Lane Traffic (%)Lane Group Flow (vph)Turn TypeProtected Phases 3Permitted PhasesMinimum Split (s) 31.0Total Split (s) 31.0Total Split (%) 36%Yellow Time (s) 2.0All-Red Time (s) 0.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LeadLead-Lag Optimize? YesAct Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap Reductn
Lanes, Volumes, Timings1600: Grand Avenue & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 37
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRSpillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.67 0.69 0.67 0.57 0.81
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 20 (24%), Referenced to phase 2:NBTL and 6:SBT, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.75Intersection Signal Delay: 20.2 Intersection LOS: CIntersection Capacity Utilization 50.8% ICU Level of Service AAnalysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 1600: Grand Avenue & Fairbanks Court
Lanes, Volumes, Timings1600: Grand Avenue & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 38
Lane Group ø3Spillback Cap ReductnStorage Cap ReductnReduced v/c Ratio
Intersection Summary
Lanes, Volumes, Timings1700: Illinois Street & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 39
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 110 500 180 0 0 0 0 770 250 240 865 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 0 0 0 0 0 55 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 10 25 25 25 25 25 95 25Lane Util. Factor 0.91 0.91 0.91 1.00 1.00 1.00 1.00 0.91 0.91 0.86 0.86 1.00Ped Bike Factor 0.90 0.92 0.96 1.00Frt 0.966 0.963Flt Protected 0.993 0.950 0.997Satd. Flow (prot) 0 3853 0 0 0 0 0 3778 0 1278 4025 0Flt Permitted 0.993 0.158 0.793Satd. Flow (perm) 0 3691 0 0 0 0 0 3778 0 204 3192 0Right Turn on Red No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft) 334 330 302 302Travel Time (s) 7.6 7.5 6.9 6.9Confl. Peds. (#/hr) 195 160 275 275Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%) 25%Lane Group Flow (vph) 0 831 0 0 0 0 0 1074 0 190 974 0Turn Type Perm pm+ptProtected Phases 4 2 1 6Permitted Phases 4 6Minimum Split (s) 38.0 38.0 37.0 10.0 47.0Total Split (s) 38.0 38.0 0.0 0.0 0.0 0.0 0.0 37.0 0.0 10.0 47.0 0.0Total Split (%) 44.7% 44.7% 0.0% 0.0% 0.0% 0.0% 0.0% 43.5% 0.0% 11.8% 55.3% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 0.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesAct Effct Green (s) 34.0 33.0 44.0 43.0Actuated g/C Ratio 0.40 0.39 0.52 0.51v/c Ratio 0.56 0.73 0.98 0.58Control Delay 21.6 25.8 78.7 5.9Queue Delay 0.0 0.0 0.0 0.6Total Delay 21.6 25.8 78.7 6.5LOS C C E AApproach Delay 21.6 25.8 18.3Approach LOS C C BQueue Length 50th (ft) 123 175 67 46Queue Length 95th (ft) 162 227 m#103 51Internal Link Dist (ft) 254 250 222 222Turn Bay Length (ft) 55Base Capacity (vph) 1476 1467 194 1674Starvation Cap Reductn 0 0 0 327
Lanes, Volumes, Timings1700: Illinois Street & Fairbanks Court 7/19/2011
2014 Build 8:00 am AM Peak Hour Synchro 7 - Reportpcl Page 40
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRSpillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.56 0.73 0.98 0.72
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 30 (35%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.98Intersection Signal Delay: 21.8 Intersection LOS: CIntersection Capacity Utilization 50.8% ICU Level of Service AAnalysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 1700: Illinois Street & Fairbanks Court
Lanes, Volumes, Timings100: Chicago Avenue & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 1
Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (vph) 415 155 50 190 385 415Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 12 10 11 11 12Storage Length (ft) 0 110 135 0Storage Lanes 1 1 1 1Taper Length (ft) 75 110 60 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.48 0.77 0.45Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1322 1163 1486 1621 1540 1163Flt Permitted 0.335 0.950Satd. Flow (perm) 1322 552 406 1621 1540 525Right Turn on Red Yes YesSatd. Flow (RTOR) 163 10Link Speed (mph) 30 30 30Link Distance (ft) 203 517 363Travel Time (s) 4.6 11.8 8.3Confl. Peds. (#/hr) 420 420 360Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 46 46 0 0 0 46Shared Lane Traffic (%)Lane Group Flow (vph) 437 163 53 200 405 437Turn Type Perm pm+pt pm+ovProtected Phases 4 3 8 2 3Permitted Phases 4 8 2Minimum Split (s) 36.0 36.0 23.0 59.0 26.0 23.0Total Split (s) 36.0 36.0 23.0 59.0 26.0 23.0Total Split (%) 42.4% 42.4% 27.1% 69.4% 30.6% 27.1%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 0.0 1.0 1.0 0.0Lost Time Adjust (s) 1.0 1.0 1.0 0.0 0.0 1.0Total Lost Time (s) 5.0 5.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes YesAct Effct Green (s) 31.0 31.0 55.0 55.0 22.0 41.0Actuated g/C Ratio 0.36 0.36 0.65 0.65 0.26 0.48v/c Ratio 0.91 0.53 0.11 0.19 1.02 1.09Control Delay 51.1 10.7 7.1 6.6 74.1 82.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 51.1 10.7 7.1 6.6 74.1 82.7LOS D B A A E FApproach Delay 40.2 6.7 78.6Approach LOS D A EQueue Length 50th (ft) 218 0 9 38 ~239 ~230Queue Length 95th (ft) #398 57 21 66 m#314 m#264Internal Link Dist (ft) 123 437 283Turn Bay Length (ft) 110 135
Lanes, Volumes, Timings100: Chicago Avenue & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 2
Lane Group EBT EBR WBL WBT NBL NBRBase Capacity (vph) 482 305 504 1049 399 401Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.91 0.53 0.11 0.19 1.02 1.09
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 7 (8%), Referenced to phase 2:NBL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 1.09Intersection Signal Delay: 54.2 Intersection LOS: DIntersection Capacity Utilization 70.9% ICU Level of Service CAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 100: Chicago Avenue & Fairbanks Court
Lanes, Volumes, Timings200: Superior Street & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 275 105 175 0 0 0 0 525 60 15 210 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 12 12 12 12 12 12 12 12 12Storage Length (ft) 0 0 0 0 0 50 50 0Storage Lanes 1 0 0 0 0 1 1 1Taper Length (ft) 25 25 25 25 25 25 100 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.37 0.61 0.23 0.82Frt 0.906 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1555 897 0 0 0 0 0 1527 1174 1608 1203 0Flt Permitted 0.950 0.275Satd. Flow (perm) 582 897 0 0 0 0 0 1527 272 383 1203 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 124 27Link Speed (mph) 30 30 30 30Link Distance (ft) 481 546 300 363Travel Time (s) 10.9 12.4 6.8 8.3Confl. Peds. (#/hr) 425 425 685 685Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 12% 1% 1% 16% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 46 0 46 0Shared Lane Traffic (%)Lane Group Flow (vph) 289 295 0 0 0 0 0 553 63 16 221 0Turn Type Perm Perm PermProtected Phases 4 2 6Permitted Phases 4 2 6Minimum Split (s) 41.0 41.0 44.0 44.0 44.0 44.0Total Split (s) 41.0 41.0 0.0 0.0 0.0 0.0 0.0 44.0 44.0 44.0 44.0 0.0Total Split (%) 48.2% 48.2% 0.0% 0.0% 0.0% 0.0% 0.0% 51.8% 51.8% 51.8% 51.8% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Act Effct Green (s) 37.0 37.0 40.0 40.0 40.0 40.0Actuated g/C Ratio 0.44 0.44 0.47 0.47 0.47 0.47v/c Ratio 1.14 0.64 0.77 0.44 0.09 0.39Control Delay 127.4 18.1 24.0 20.0 12.9 15.3Queue Delay 0.0 0.0 1.9 0.0 0.0 0.0Total Delay 127.4 18.1 25.9 20.0 12.9 15.3LOS F B C C B BApproach Delay 72.2 25.3 15.2Approach LOS E C BQueue Length 50th (ft) ~183 67 138 7 4 69Queue Length 95th (ft) #335 163 #339 m24 m9 89Internal Link Dist (ft) 401 466 220 283
Lanes, Volumes, Timings200: Superior Street & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Bay Length (ft) 50 50Base Capacity (vph) 253 460 719 142 180 566Starvation Cap Reductn 0 0 67 0 0 0Spillback Cap Reductn 0 1 0 0 0 11Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 1.14 0.64 0.85 0.44 0.09 0.40
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 20 (24%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 1.14Intersection Signal Delay: 42.7 Intersection LOS: DIntersection Capacity Utilization 61.4% ICU Level of Service BAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 200: Superior Street & Fairbanks Court
Lanes, Volumes, Timings300: Huron Street & Fairbanks Court 7/19/2011
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 85 115 115 135 470 0 0 305 80Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12Storage Length (ft) 0 0 0 0 50 0 0 50Storage Lanes 0 0 0 1 1 0 0 1Taper Length (ft) 25 25 25 25 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.67 0.82 0.64Frt 0.945 0.850Flt Protected 0.987 0.950Satd. Flow (prot) 0 0 0 0 2351 0 1593 1368 0 0 1676 1163Flt Permitted 0.987 0.477Satd. Flow (perm) 0 0 0 0 2002 0 654 1368 0 0 1676 745Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 121 59Link Speed (mph) 30 30 30 30Link Distance (ft) 381 366 142 300Travel Time (s) 8.7 8.3 3.2 6.8Confl. Peds. (#/hr) 285 305 360 360Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 46 0 0 0 46Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 331 0 142 495 0 0 321 84Turn Type Perm pm+pt PermProtected Phases 8 5 2 6Permitted Phases 8 2 6Minimum Split (s) 41.0 41.0 8.0 44.0 44.0 44.0Total Split (s) 0.0 0.0 0.0 32.0 32.0 0.0 12.0 53.0 0.0 0.0 41.0 41.0Total Split (%) 0.0% 0.0% 0.0% 37.6% 37.6% 0.0% 14.1% 62.4% 0.0% 0.0% 48.2% 48.2%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lead LeadLead-Lag Optimize? Yes Yes YesAct Effct Green (s) 28.0 49.0 49.0 37.0 37.0Actuated g/C Ratio 0.33 0.58 0.58 0.44 0.44v/c Ratio 0.45 0.31 0.63 0.44 0.23Control Delay 16.1 4.2 6.9 15.2 6.0Queue Delay 0.1 0.0 0.5 1.0 0.0Total Delay 16.1 4.2 7.3 16.3 6.0LOS B A A B AApproach Delay 16.1 6.7 14.1Approach LOS B A BQueue Length 50th (ft) 43 9 33 81 3Queue Length 95th (ft) 82 16 46 143 m24Internal Link Dist (ft) 301 286 62 220Turn Bay Length (ft) 50 50
Lanes, Volumes, Timings300: Huron Street & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRBase Capacity (vph) 741 465 789 730 358Starvation Cap Reductn 0 0 49 205 0Spillback Cap Reductn 21 0 68 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.46 0.31 0.69 0.61 0.23
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 21 (25%), Referenced to phase 2:NBTL and 6:SBT, Start of GreenNatural Cycle: 95Control Type: PretimedMaximum v/c Ratio: 0.63Intersection Signal Delay: 11.1 Intersection LOS: BIntersection Capacity Utilization 49.7% ICU Level of Service AAnalysis Period (min) 15m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 300: Huron Street & Fairbanks Court
Lanes, Volumes, Timings400: Erie Street & Michigan Avenue 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 70 220 15 0 0 0 0 1125 100 90 1305 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 11 12 9 11 12Storage Length (ft) 0 0 0 0 0 0 60 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25 25 25 60 25Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 1.00Ped Bike Factor 0.88 0.96 0.92Frt 0.993 0.988Flt Protected 0.989 0.950Satd. Flow (prot) 0 2893 0 0 0 0 0 3953 0 1448 3621 0Flt Permitted 0.989 0.950Satd. Flow (perm) 0 2602 0 0 0 0 0 3953 0 1331 3621 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 5 21Link Speed (mph) 30 30 30 30Link Distance (ft) 516 405 285 147Travel Time (s) 11.7 9.2 6.5 3.3Confl. Peds. (#/hr) 531 369 1693 1693Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 9% 1% 1% 8% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 100 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 322 0 0 0 0 0 1289 0 95 1374 0Turn Type Perm ProtProtected Phases 4 2 1 6Permitted Phases 4Detector Phase 4 4 2 1 6Switch PhaseMinimum Initial (s) 4.0 4.0 4.0 4.0 4.0Minimum Split (s) 28.0 28.0 61.0 10.0 71.0Total Split (s) 28.0 28.0 0.0 0.0 0.0 0.0 0.0 61.0 0.0 16.0 77.0 0.0Total Split (%) 26.7% 26.7% 0.0% 0.0% 0.0% 0.0% 0.0% 58.1% 0.0% 15.2% 73.3% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesRecall Mode Min Min C-Max None C-MaxAct Effct Green (s) 18.0 63.5 10.4 79.0Actuated g/C Ratio 0.17 0.60 0.10 0.75v/c Ratio 0.71 0.54 0.66 0.50Control Delay 49.2 5.5 66.9 6.4Queue Delay 0.0 0.1 0.0 0.1Total Delay 49.2 5.6 66.9 6.5LOS D A E AApproach Delay 49.2 5.6 10.4
Lanes, Volumes, Timings400: Erie Street & Michigan Avenue 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRApproach LOS D A BQueue Length 50th (ft) 106 100 62 112Queue Length 95th (ft) 147 117 #125 176Internal Link Dist (ft) 436 325 205 67Turn Bay Length (ft) 60Base Capacity (vph) 599 2401 162 2724Starvation Cap Reductn 0 183 0 0Spillback Cap Reductn 0 0 0 304Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.54 0.58 0.59 0.57
Intersection SummaryArea Type: CBDCycle Length: 105Actuated Cycle Length: 105Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.71Intersection Signal Delay: 12.4 Intersection LOS: BIntersection Capacity Utilization 67.2% ICU Level of Service CAnalysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 400: Erie Street & Michigan Avenue
Lanes, Volumes, Timings500: Erie Street & St. Clair St. 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 55 270 85 0 0 0 0 140 100 85 105 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.969 0.944Flt Protected 0.993 0.978Satd. Flow (prot) 0 2861 0 0 0 0 0 1477 0 0 1530 0Flt Permitted 0.993 0.978Satd. Flow (perm) 0 2861 0 0 0 0 0 1477 0 0 1530 0Link Speed (mph) 30 30 30 30Link Distance (ft) 405 265 280 150Travel Time (s) 9.2 6.0 6.4 3.4Confl. Peds. (#/hr) 280 365 350 350Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 431 0 0 0 0 0 252 0 0 200 0Sign Control Stop Stop Stop Stop
Intersection SummaryArea Type: CBDControl Type: UnsignalizedIntersection Capacity Utilization 55.1% ICU Level of Service BAnalysis Period (min) 15
Lanes, Volumes, Timings510: Erie Street & NMH Hospital Access 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 10
Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 1 455 0 0 1 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00FrtFlt Protected 0.950Satd. Flow (prot) 0 3303 0 0 1652 0Flt Permitted 0.950Satd. Flow (perm) 0 3303 0 0 1652 0Link Speed (mph) 30 30 20Link Distance (ft) 265 86 202Travel Time (s) 6.0 2.0 6.9Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 480 0 0 1 0Sign Control Free Free Stop
Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 22.6% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings520: Erie Street & OCP Access 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 11
Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (vph) 385 70 0 0 0 70Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00Frt 0.977 0.865Flt ProtectedSatd. Flow (prot) 3227 0 0 0 0 1504Flt PermittedSatd. Flow (perm) 3227 0 0 0 0 1504Link Speed (mph) 30 30 20Link Distance (ft) 99 246 284Travel Time (s) 2.3 5.6 9.7Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 479 0 0 0 0 74Sign Control Free Free Stop
Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 23.9% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings600: Erie Street & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 12
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 75 165 205 0 0 0 0 530 140 30 360 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 10 12 12 10 12Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00Ped Bike Factor 0.81 0.93 0.99Frt 0.931 0.969Flt Protected 0.992 0.996Satd. Flow (prot) 0 2344 0 0 0 0 0 2684 0 0 2689 0Flt Permitted 0.992 0.874Satd. Flow (perm) 0 2222 0 0 0 0 0 2684 0 0 2339 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 216 52Link Speed (mph) 30 30 30 30Link Distance (ft) 246 319 285 159Travel Time (s) 5.6 7.3 6.5 3.6Confl. Peds. (#/hr) 360 365 575 575Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 46 0 46 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 469 0 0 0 0 0 705 0 0 411 0Turn Type Perm PermProtected Phases 4 2 6Permitted Phases 4 6Minimum Split (s) 41.0 41.0 44.0 44.0 44.0Total Split (s) 41.0 41.0 0.0 0.0 0.0 0.0 0.0 44.0 0.0 44.0 44.0 0.0Total Split (%) 48.2% 48.2% 0.0% 0.0% 0.0% 0.0% 0.0% 51.8% 0.0% 51.8% 51.8% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Act Effct Green (s) 37.0 40.0 40.0Actuated g/C Ratio 0.44 0.47 0.47v/c Ratio 0.43 0.55 0.37Control Delay 9.9 12.4 6.5Queue Delay 0.0 0.1 0.0Total Delay 9.9 12.5 6.5LOS A B AApproach Delay 9.9 12.5 6.5Approach LOS A B AQueue Length 50th (ft) 43 71 25Queue Length 95th (ft) 82 78 42Internal Link Dist (ft) 166 239 205 79Turn Bay Length (ft)Base Capacity (vph) 1089 1291 1101Starvation Cap Reductn 0 60 0Spillback Cap Reductn 1 0 23
Lanes, Volumes, Timings600: Erie Street & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 13
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRStorage Cap Reductn 0 0 0Reduced v/c Ratio 0.43 0.57 0.38
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 20 (24%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.55Intersection Signal Delay: 10.2 Intersection LOS: BIntersection Capacity Utilization 64.9% ICU Level of Service CAnalysis Period (min) 15
Splits and Phases: 600: Erie Street & Fairbanks Court
Lanes, Volumes, Timings610: Erie Street & Parking Garage Access 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 14
Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (vph) 335 1 0 0 0 70Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00Frt 0.865Flt ProtectedSatd. Flow (prot) 3303 0 0 0 0 1504Flt PermittedSatd. Flow (perm) 3303 0 0 0 0 1504Link Speed (mph) 30 30 20Link Distance (ft) 319 402 279Travel Time (s) 7.3 9.1 9.5Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 354 0 0 0 0 74Sign Control Free Free Stop
Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 20.3% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings700: Erie Street & McClurg Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 15
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 85 260 45 0 0 0 0 205 130 15 30 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.983 0.948Flt Protected 0.989 0.984Satd. Flow (prot) 0 2890 0 0 0 0 0 1483 0 0 1540 0Flt Permitted 0.989 0.984Satd. Flow (perm) 0 2890 0 0 0 0 0 1483 0 0 1540 0Link Speed (mph) 30 30 30 30Link Distance (ft) 402 350 270 158Travel Time (s) 9.1 8.0 6.1 3.6Confl. Peds. (#/hr) 185 260 250 250Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 410 0 0 0 0 0 353 0 0 48 0Sign Control Stop Stop Stop Stop
Intersection SummaryArea Type: CBDControl Type: UnsignalizedIntersection Capacity Utilization 44.0% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings800: Ontario Street & Michigan Avenue 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 16
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 95 730 75 145 1130 0 0 1095 220Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 9 11 12 12 11 12Storage Length (ft) 0 0 60 60 80 0 0 0Storage Lanes 0 0 1 1 1 0 0 0Taper Length (ft) 25 25 40 40 40 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.91 0.91Ped Bike Factor 0.54 0.56 0.92 0.91Frt 0.850 0.975Flt Protected 0.950 0.950Satd. Flow (prot) 0 0 0 1490 3217 1439 1448 3621 0 0 3745 0Flt Permitted 0.950 0.950Satd. Flow (perm) 0 0 0 798 3217 800 1333 3621 0 0 3745 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 30 54Link Speed (mph) 30 30 30 30Link Distance (ft) 456 405 297 285Travel Time (s) 10.4 9.2 6.8 6.5Confl. Peds. (#/hr) 570 510 1685 1685Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Heavy Vehicles (%) 2% 2% 2% 9% 1% 1% 1% 8% 2% 2% 7% 6%Bus Blockages (#/hr) 0 0 0 0 0 0 0 100 0 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 100 768 79 153 1189 0 0 1385 0Turn Type Perm Perm ProtProtected Phases 8 5 2 6Permitted Phases 8 8Detector Phase 8 8 8 5 2 6Switch PhaseMinimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0Minimum Split (s) 28.0 28.0 28.0 10.0 71.0 61.0Total Split (s) 0.0 0.0 0.0 28.0 28.0 28.0 16.0 77.0 0.0 0.0 61.0 0.0Total Split (%) 0.0% 0.0% 0.0% 26.7% 26.7% 26.7% 15.2% 73.3% 0.0% 0.0% 58.1% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode Min Min Min None C-Max C-MaxAct Effct Green (s) 24.0 24.0 24.0 11.0 73.0 57.0Actuated g/C Ratio 0.23 0.23 0.23 0.10 0.70 0.54v/c Ratio 0.55 1.04 0.38 1.01 0.47 0.67Control Delay 48.7 85.6 28.7 124.2 4.5 13.0Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1Total Delay 48.7 85.6 28.7 124.2 4.6 13.1LOS D F C F A BApproach Delay 77.0 18.2 13.1
Lanes, Volumes, Timings800: Ontario Street & Michigan Avenue 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 17
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRApproach LOS E B BQueue Length 50th (ft) 60 ~295 27 ~113 63 226Queue Length 95th (ft) 118 #416 75 m#226 m73 279Internal Link Dist (ft) 376 325 217 205Turn Bay Length (ft) 60 60 80Base Capacity (vph) 182 735 206 152 2517 2058Starvation Cap Reductn 0 0 0 0 230 49Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.55 1.04 0.38 1.01 0.52 0.69
Intersection SummaryArea Type: CBDCycle Length: 105Actuated Cycle Length: 105Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 1.04Intersection Signal Delay: 31.4 Intersection LOS: CIntersection Capacity Utilization 83.0% ICU Level of Service EAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 800: Ontario Street & Michigan Avenue
Lanes, Volumes, Timings900: Ontario Street & St. Clair St. 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 18
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 100 765 60 65 175 0 0 90 140Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 10 12 12 16 12 12 16 12Storage Length (ft) 0 0 0 0 50 0 0 30Storage Lanes 0 0 0 0 1 0 0 1Taper Length (ft) 25 25 25 25 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.94 0.74 0.69Frt 0.990 0.850Flt Protected 0.995 0.950Satd. Flow (prot) 0 0 0 0 2828 0 1593 1900 0 0 1900 1425Flt Permitted 0.995 0.695Satd. Flow (perm) 0 0 0 0 2725 0 856 1900 0 0 1900 986Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 14 36Link Speed (mph) 30 30 30 30Link Distance (ft) 405 450 300 280Travel Time (s) 9.2 10.2 6.8 6.4Confl. Peds. (#/hr) 415 370 300 300Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 7 7 0 0 0 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 973 0 68 184 0 0 95 147Turn Type Perm Perm PermProtected Phases 8 2 6Permitted Phases 8 2 6Minimum Split (s) 59.0 59.0 31.0 31.0 31.0 31.0Total Split (s) 0.0 0.0 0.0 59.0 59.0 0.0 31.0 31.0 0.0 0.0 31.0 31.0Total Split (%) 0.0% 0.0% 0.0% 65.6% 65.6% 0.0% 34.4% 34.4% 0.0% 0.0% 34.4% 34.4%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Act Effct Green (s) 55.0 27.0 27.0 27.0 27.0Actuated g/C Ratio 0.61 0.30 0.30 0.30 0.30v/c Ratio 0.58 0.26 0.32 0.17 0.46Control Delay 12.1 40.5 39.4 24.2 24.5Queue Delay 0.0 0.0 1.2 0.0 0.0Total Delay 12.2 40.5 40.6 24.2 24.5LOS B D D C CApproach Delay 12.2 40.6 24.4Approach LOS B D CQueue Length 50th (ft) 157 36 99 40 50Queue Length 95th (ft) 213 78 164 77 109Internal Link Dist (ft) 325 370 220 200Turn Bay Length (ft) 50 30
Lanes, Volumes, Timings900: Ontario Street & St. Clair St. 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 19
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRBase Capacity (vph) 1671 257 570 570 321Starvation Cap Reductn 0 0 214 0 0Spillback Cap Reductn 6 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.58 0.26 0.52 0.17 0.46
Intersection SummaryArea Type: CBDCycle Length: 90Actuated Cycle Length: 90Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of GreenNatural Cycle: 90Control Type: PretimedMaximum v/c Ratio: 0.58Intersection Signal Delay: 19.1 Intersection LOS: BIntersection Capacity Utilization 81.5% ICU Level of Service DAnalysis Period (min) 15
Splits and Phases: 900: Ontario Street & St. Clair St.
Lanes, Volumes, Timings990: Ontario Street & OCP Access 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 20
Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 0 840 70 0 85Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 1.00Frt 0.988 0.865Flt ProtectedSatd. Flow (prot) 0 0 3264 0 0 1504Flt PermittedSatd. Flow (perm) 0 0 3264 0 0 1504Link Speed (mph) 30 30 20Link Distance (ft) 450 138 284Travel Time (s) 10.2 3.1 9.7Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 958 0 0 89Sign Control Free Free Stop
Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 37.4% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings1000: Ontario Street & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 21
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 690 660 85 205 585 0 0 515 50Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 13 12 10 11 12 12 11 12Storage Length (ft) 0 0 100 100 50 0 0 0Storage Lanes 0 0 1 1 1 0 0 0Taper Length (ft) 25 25 25 25 100 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.91 1.00 0.95 1.00 1.00 0.95 0.95Ped Bike Factor 0.68 0.91 0.90 0.97Frt 0.988 0.987Flt Protected 0.950 0.985 0.950Satd. Flow (prot) 0 0 0 1370 4292 0 1486 2956 0 0 2879 0Flt Permitted 0.950 0.985 0.271Satd. Flow (perm) 0 0 0 927 3939 0 380 2956 0 0 2879 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 17 12Link Speed (mph) 30 30 30 30Link Distance (ft) 122 305 312 285Travel Time (s) 2.8 6.9 7.1 6.5Confl. Peds. (#/hr) 310 190 275 275Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 20 0 0 13 13Shared Lane Traffic (%) 49%Lane Group Flow (vph) 0 0 0 370 1140 0 216 616 0 0 595 0Turn Type custom pm+ptProtected Phases 8 7 8 5 2 6Permitted Phases 7 2Minimum Split (s) 14.0 20.0 47.0 27.0Total Split (s) 0.0 0.0 0.0 14.0 38.0 0.0 20.0 47.0 0.0 0.0 27.0 0.0Total Split (%) 0.0% 0.0% 0.0% 16.5% 44.7% 0.0% 23.5% 55.3% 0.0% 0.0% 31.8% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 5.0 3.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesAct Effct Green (s) 28.0 32.0 43.0 43.0 24.0Actuated g/C Ratio 0.33 0.38 0.51 0.51 0.28v/c Ratio 1.05 0.74 0.54 0.41 0.72Control Delay 86.4 19.7 19.0 8.1 22.9Queue Delay 14.5 0.1 29.7 0.3 0.7Total Delay 100.9 19.8 48.6 8.4 23.6LOS F B D A CApproach Delay 39.7 18.9 23.6Approach LOS D B CQueue Length 50th (ft) ~145 126 29 44 97Queue Length 95th (ft) #343 167 m95 58 151Internal Link Dist (ft) 42 225 232 205Turn Bay Length (ft) 100 50
Lanes, Volumes, Timings1000: Ontario Street & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 22
Lane Group ø7Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Width (ft)Storage Length (ft)Storage LanesTaper Length (ft)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorBus Blockages (#/hr)Shared Lane Traffic (%)Lane Group Flow (vph)Turn TypeProtected Phases 7Permitted PhasesMinimum Split (s) 24.0Total Split (s) 24.0Total Split (%) 28%Yellow Time (s) 2.0All-Red Time (s) 0.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LeadLead-Lag Optimize? YesAct Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)
Lanes, Volumes, Timings1000: Ontario Street & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 23
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRBase Capacity (vph) 352 1539 400 1495 822Starvation Cap Reductn 0 0 182 330 57Spillback Cap Reductn 13 25 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 1.09 0.75 0.99 0.53 0.78
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 29 (34%), Referenced to phase 2:NBTL and 6:SBT, Start of 1st GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 1.05Intersection Signal Delay: 30.5 Intersection LOS: CIntersection Capacity Utilization 89.8% ICU Level of Service EAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 1000: Ontario Street & Fairbanks Court
Lanes, Volumes, Timings1000: Ontario Street & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 24
Lane Group ø7Base Capacity (vph)Starvation Cap ReductnSpillback Cap ReductnStorage Cap ReductnReduced v/c Ratio
Intersection Summary
Lanes, Volumes, Timings1010: Ontario Street & Parking Garage Access 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 25
Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 0 0 1310 1 0 125Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 1.00Frt 0.865Flt ProtectedSatd. Flow (prot) 0 0 3303 0 0 1504Flt PermittedSatd. Flow (perm) 0 0 3303 0 0 1504Link Speed (mph) 30 30 20Link Distance (ft) 305 411 279Travel Time (s) 6.9 9.3 9.5Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 1380 0 0 132Sign Control Free Free Stop
Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 50.7% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings1100: Ontario Street & McClurg Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 26
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 0 715 185 110 165 0 0 0 155Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 10 12 9 16 12 12 12 10Storage Length (ft) 0 0 0 0 90 0 0 0Storage Lanes 0 0 0 0 1 0 0 1Taper Length (ft) 25 25 25 25 100 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.95 0.86 0.85Frt 0.969 0.865Flt Protected 0.950Satd. Flow (prot) 0 0 0 0 2732 0 1433 1900 0 0 0 1353Flt Permitted 0.950Satd. Flow (perm) 0 0 0 0 2732 0 1237 1900 0 0 0 1155Right Turn on Red Yes Yes Yes Yes YesSatd. Flow (RTOR) 62 116 72Link Speed (mph) 30 30 30 30Link Distance (ft) 411 794 161 270Travel Time (s) 9.3 18.0 3.7 6.1Confl. Peds. (#/hr) 200 140 140Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 0 0 948 0 116 174 0 0 0 163Turn Type Perm customProtected Phases 6 8Permitted Phases 8 4Minimum Split (s) 40.0 30.0 30.0 30.0Total Split (s) 0.0 0.0 0.0 0.0 52.0 0.0 33.0 33.0 0.0 0.0 0.0 33.0Total Split (%) 0.0% 0.0% 0.0% 0.0% 61.2% 0.0% 38.8% 38.8% 0.0% 0.0% 0.0% 38.8%Yellow Time (s) 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Act Effct Green (s) 48.0 29.0 29.0 29.0Actuated g/C Ratio 0.56 0.34 0.34 0.34v/c Ratio 0.60 0.23 0.27 0.37Control Delay 13.3 5.4 21.7 14.7Queue Delay 0.0 0.0 0.0 0.0Total Delay 13.3 5.4 21.7 14.7LOS B A C BApproach Delay 13.3 15.2Approach LOS B BQueue Length 50th (ft) 152 0 67 34Queue Length 95th (ft) 211 35 116 86Internal Link Dist (ft) 331 714 81 190Turn Bay Length (ft) 90Base Capacity (vph) 1570 498 648 441
Lanes, Volumes, Timings1100: Ontario Street & McClurg Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 27
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRStarvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.60 0.23 0.27 0.37
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 70 (82%), Referenced to phase 6:WBT, Start of GreenNatural Cycle: 70Control Type: PretimedMaximum v/c Ratio: 0.60Intersection Signal Delay: 13.9 Intersection LOS: BIntersection Capacity Utilization 68.5% ICU Level of Service CAnalysis Period (min) 15
Splits and Phases: 1100: Ontario Street & McClurg Court
Lanes, Volumes, Timings1200: Ontario Street & Lake Shore Drive (Inner) 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 28
Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 0 0 135 200 0 455Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.88Ped Bike FactorFrt 0.850Flt Protected 0.950Satd. Flow (prot) 0 0 1486 1565 0 2341Flt Permitted 0.950Satd. Flow (perm) 0 0 1486 1565 0 2341Link Speed (mph) 30 30 30Link Distance (ft) 794 273 137Travel Time (s) 18.0 6.2 3.1Confl. Peds. (#/hr) 150 150Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 142 211 0 479Sign Control Stop Stop Stop
Intersection SummaryArea Type: CBDControl Type: UnsignalizedIntersection Capacity Utilization 39.7% ICU Level of Service AAnalysis Period (min) 15
Lanes, Volumes, Timings1300: Ohio Street & Michigan Avenue 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 29
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 195 600 170 0 0 0 0 1095 120 75 1115 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 11 11 11 12 12 12 12 11 12 9 11 12Storage Length (ft) 0 0 0 0 0 0 60 0Storage Lanes 1 1 0 0 0 0 1 0Taper Length (ft) 25 25 25 25 25 25 55 25Lane Util. Factor 0.86 0.81 0.86 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 1.00Ped Bike Factor 0.63 0.98 0.61 0.96 0.93Frt 0.996 0.850 0.985Flt Protected 0.950 0.998 0.950Satd. Flow (prot) 1250 3904 1163 0 0 0 0 3952 0 1448 3594 0Flt Permitted 0.950 0.998 0.950Satd. Flow (perm) 786 3858 711 0 0 0 0 3952 0 1345 3594 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 3 117 28Link Speed (mph) 30 30 30 30Link Distance (ft) 448 400 953 297Travel Time (s) 10.2 9.1 21.7 6.8Confl. Peds. (#/hr) 500 550 1620 1620Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Heavy Vehicles (%) 8% 1% 1% 2% 2% 2% 2% 8% 6% 1% 9% 2%Bus Blockages (#/hr) 0 0 7 0 0 0 0 0 0 0 99 0Shared Lane Traffic (%) 10% 10%Lane Group Flow (vph) 184 671 161 0 0 0 0 1279 0 79 1174 0Turn Type Perm Perm ProtProtected Phases 4 2 1 6Permitted Phases 4 4Detector Phase 4 4 4 2 1 6Switch PhaseMinimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0Minimum Split (s) 28.0 28.0 28.0 61.0 10.0 71.0Total Split (s) 28.0 28.0 28.0 0.0 0.0 0.0 0.0 61.0 0.0 16.0 77.0 0.0Total Split (%) 26.7% 26.7% 26.7% 0.0% 0.0% 0.0% 0.0% 58.1% 0.0% 15.2% 73.3% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesRecall Mode None None None C-Max None C-MaxAct Effct Green (s) 24.0 24.0 24.0 61.0 9.1 73.0Actuated g/C Ratio 0.23 0.23 0.23 0.58 0.09 0.70v/c Ratio 1.02 0.76 0.64 0.55 0.63 0.47Control Delay 115.0 44.1 24.5 15.2 75.6 3.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1Total Delay 115.0 44.1 24.5 15.2 75.6 3.8LOS F D C B E AApproach Delay 53.8 15.2 8.3
Lanes, Volumes, Timings1300: Ohio Street & Michigan Avenue 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 30
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRApproach LOS D B AQueue Length 50th (ft) ~153 173 27 192 57 45Queue Length 95th (ft) #317 225 #124 242 m87 49Internal Link Dist (ft) 368 320 873 217Turn Bay Length (ft) 60Base Capacity (vph) 180 884 253 2307 152 2499Starvation Cap Reductn 0 0 0 0 0 307Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 1.02 0.76 0.64 0.55 0.52 0.54
Intersection SummaryArea Type: CBDCycle Length: 105Actuated Cycle Length: 105Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 1.02Intersection Signal Delay: 23.8 Intersection LOS: CIntersection Capacity Utilization 83.0% ICU Level of Service EAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 1300: Ohio Street & Michigan Avenue
Lanes, Volumes, Timings1400: Ohio Street & St. Clair St. 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 31
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 105 605 95 0 0 0 0 135 55 55 175 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 16 12 12 16 12Lane Util. Factor 0.91 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.92 0.91 0.95Frt 0.982 0.961Flt Protected 0.993 0.988Satd. Flow (prot) 0 3955 0 0 0 0 0 1661 0 0 1877 0Flt Permitted 0.993 0.884Satd. Flow (perm) 0 3794 0 0 0 0 0 1661 0 0 1593 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 49 23Link Speed (mph) 30 30 30 30Link Distance (ft) 400 719 331 300Travel Time (s) 9.1 16.3 7.5 6.8Confl. Peds. (#/hr) 380 415 315 315Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 7 7 0 0 0 0 0 0 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 848 0 0 0 0 0 200 0 0 242 0Turn Type Perm PermProtected Phases 4 2 6Permitted Phases 4 6Minimum Split (s) 59.0 59.0 31.0 31.0 31.0Total Split (s) 59.0 59.0 0.0 0.0 0.0 0.0 0.0 31.0 0.0 31.0 31.0 0.0Total Split (%) 65.6% 65.6% 0.0% 0.0% 0.0% 0.0% 0.0% 34.4% 0.0% 34.4% 34.4% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Act Effct Green (s) 55.0 27.0 27.0Actuated g/C Ratio 0.61 0.30 0.30v/c Ratio 0.36 0.39 0.51Control Delay 8.7 24.7 29.1Queue Delay 0.0 0.0 2.0Total Delay 8.7 24.7 31.1LOS A C CApproach Delay 8.7 24.7 31.1Approach LOS A C CQueue Length 50th (ft) 75 79 115Queue Length 95th (ft) 99 140 191Internal Link Dist (ft) 320 639 251 220Turn Bay Length (ft)Base Capacity (vph) 2338 514 478Starvation Cap Reductn 0 0 122Spillback Cap Reductn 0 0 0
Lanes, Volumes, Timings1400: Ohio Street & St. Clair St. 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 32
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRStorage Cap Reductn 0 0 0Reduced v/c Ratio 0.36 0.39 0.68
Intersection SummaryArea Type: CBDCycle Length: 90Actuated Cycle Length: 90Offset: 23 (26%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 90Control Type: PretimedMaximum v/c Ratio: 0.51Intersection Signal Delay: 15.4 Intersection LOS: BIntersection Capacity Utilization 91.1% ICU Level of Service FAnalysis Period (min) 15
Splits and Phases: 1400: Ohio Street & St. Clair St.
Lanes, Volumes, Timings1500: Ohio Street & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 33
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 135 400 280 0 0 0 0 530 210 85 1120 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 10 12 12 12 12 12 11 11 10 12 12Storage Length (ft) 0 0 0 0 0 0 50 0Storage Lanes 0 0 0 0 0 1 1 0Taper Length (ft) 25 25 25 25 25 25 100 25Lane Util. Factor 0.91 0.91 0.91 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00Ped Bike Factor 0.84 0.65 0.89Frt 0.948 0.850Flt Protected 0.992 0.950Satd. Flow (prot) 0 3561 0 0 0 0 0 2999 1306 1486 3185 0Flt Permitted 0.992 0.334Satd. Flow (perm) 0 3356 0 0 0 0 0 2999 846 464 3185 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 55 130Link Speed (mph) 30 30 30 30Link Distance (ft) 719 357 317 312Travel Time (s) 16.3 8.1 7.2 7.1Confl. Peds. (#/hr) 340 265 335 335Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Bus Blockages (#/hr) 0 0 0 0 0 0 0 13 13 0 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 858 0 0 0 0 0 558 221 89 1179 0Turn Type Perm Perm pm+ptProtected Phases 4 2 1 6Permitted Phases 4 2 6Minimum Split (s) 36.0 36.0 40.0 40.0 9.0 49.0Total Split (s) 36.0 36.0 0.0 0.0 0.0 0.0 0.0 40.0 40.0 9.0 49.0 0.0Total Split (%) 42.4% 42.4% 0.0% 0.0% 0.0% 0.0% 0.0% 47.1% 47.1% 10.6% 57.6% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesAct Effct Green (s) 32.0 36.0 36.0 45.0 45.0Actuated g/C Ratio 0.38 0.42 0.42 0.53 0.53v/c Ratio 0.66 0.44 0.51 0.29 0.70Control Delay 23.5 8.9 5.4 4.7 7.8Queue Delay 0.0 0.3 0.1 0.0 1.0Total Delay 23.5 9.2 5.5 4.7 8.8LOS C A A A AApproach Delay 23.5 8.1 8.5Approach LOS C A AQueue Length 50th (ft) 127 34 1 14 142Queue Length 95th (ft) 173 69 m16 m15 m150Internal Link Dist (ft) 639 277 237 232Turn Bay Length (ft) 50
Lanes, Volumes, Timings1500: Ohio Street & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 34
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRBase Capacity (vph) 1298 1270 433 306 1686Starvation Cap Reductn 0 249 12 0 256Spillback Cap Reductn 0 0 0 0 20Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.66 0.55 0.52 0.29 0.82
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 24 (28%), Referenced to phase 2:NBT and 6:SBTL, Start of GreenNatural Cycle: 85Control Type: PretimedMaximum v/c Ratio: 0.70Intersection Signal Delay: 12.8 Intersection LOS: BIntersection Capacity Utilization 89.8% ICU Level of Service EAnalysis Period (min) 15m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 1500: Ohio Street & Fairbanks Court
Lanes, Volumes, Timings1600: Grand Avenue & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 35
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 395 805 105 375 635 0 0 1190 210Ideal Flow (vphpl) 1900 1900 1900 2000 1900 1900 2000 1900 1900 1900 1900 2000Storage Length (ft) 0 0 0 0 55 0 0 0Storage Lanes 0 0 1 0 1 0 0 0Taper Length (ft) 25 25 25 25 95 25 25 25Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.91 0.86 0.86 1.00 1.00 0.91 0.91Ped Bike Factor 0.63 0.94 0.94Frt 0.984 0.978Flt Protected 0.950 0.996 0.950 0.989Satd. Flow (prot) 0 0 0 1346 3809 0 1346 3993 0 0 3925 0Flt Permitted 0.950 0.996 0.105 0.671Satd. Flow (perm) 0 0 0 845 3701 0 149 2709 0 0 3925 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 26 18Link Speed (mph) 30 30 30 30Link Distance (ft) 364 579 316 317Travel Time (s) 8.3 13.2 7.2 7.2Confl. Peds. (#/hr) 415 325 500 500Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%) 19% 50%Lane Group Flow (vph) 0 0 0 337 1037 0 197 866 0 0 1474 0Turn Type custom pm+ptProtected Phases 4 3 4 5 2 6Permitted Phases 3 2Minimum Split (s) 9.0 11.0 49.0 38.0Total Split (s) 0.0 0.0 0.0 9.0 36.0 0.0 11.0 49.0 0.0 0.0 38.0 0.0Total Split (%) 0.0% 0.0% 0.0% 10.6% 42.4% 0.0% 12.9% 57.6% 0.0% 0.0% 44.7% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesAct Effct Green (s) 28.0 32.0 45.0 45.0 35.0Actuated g/C Ratio 0.33 0.38 0.53 0.53 0.41v/c Ratio 1.09 0.73 1.11 1.06dl 0.91Control Delay 107.9 24.4 107.8 4.0 20.1Queue Delay 0.0 0.0 0.0 0.9 3.1Total Delay 107.9 24.4 107.8 5.0 23.2LOS F C F A CApproach Delay 44.8 24.0 23.2Approach LOS D C CQueue Length 50th (ft) ~194 167 ~104 30 197Queue Length 95th (ft) #374 218 m#159 m33 #206Internal Link Dist (ft) 284 499 236 237Turn Bay Length (ft) 55Base Capacity (vph) 308 1418 177 1540 1627Starvation Cap Reductn 0 0 0 385 89
Lanes, Volumes, Timings1600: Grand Avenue & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 36
Lane Group ø3Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Storage Length (ft)Storage LanesTaper Length (ft)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorShared Lane Traffic (%)Lane Group Flow (vph)Turn TypeProtected Phases 3Permitted PhasesMinimum Split (s) 37.0Total Split (s) 27.0Total Split (%) 32%Yellow Time (s) 2.0All-Red Time (s) 0.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LeadLead-Lag Optimize? YesAct Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSQueue Length 50th (ft)Queue Length 95th (ft)Internal Link Dist (ft)Turn Bay Length (ft)Base Capacity (vph)Starvation Cap Reductn
Lanes, Volumes, Timings1600: Grand Avenue & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 37
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRSpillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 1.09 0.73 1.11 0.75 0.96
Intersection SummaryArea Type: CBDCycle Length: 85Actuated Cycle Length: 85Offset: 24 (28%), Referenced to phase 2:NBTL and 6:SBT, Start of GreenNatural Cycle: 95Control Type: PretimedMaximum v/c Ratio: 1.11Intersection Signal Delay: 31.0 Intersection LOS: CIntersection Capacity Utilization 61.2% ICU Level of Service BAnalysis Period (min) 15~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.dl Defacto Left Lane. Recode with 1 though lane as a left lane.
Splits and Phases: 1600: Grand Avenue & Fairbanks Court
Lanes, Volumes, Timings1600: Grand Avenue & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 38
Lane Group ø3Spillback Cap ReductnStorage Cap ReductnReduced v/c Ratio
Intersection Summary
Lanes, Volumes, Timings1700: Illinois Street & Fairbanks Court 7/19/2011
2014 Build 5:00 pm PM Peak Hour Synchro 7 - Reportpcl Page 39
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 160 740 235 0 0 0 0 850 235 355 1230 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 0 0 0 0 0 55 0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (ft) 25 25 25 25 25 25 95 25Lane Util. Factor 0.91 0.91 0.91 1.00 1.00 1.00 1.00 0.91 0.91 0.86 0.86 1.00Ped Bike Factor 0.88 0.92 0.96 1.00Frt 0.969 0.968Flt Protected 0.993 0.950 0.996Satd. Flow (prot) 0 3808 0 0 0 0 0 3808 0 1278 4021 0Flt Permitted 0.993 0.149 0.729Satd. Flow (perm) 0 3617 0 0 0 0 0 3808 0 192 2933 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 37 27Link Speed (mph) 30 30 30 30Link Distance (ft) 362 877 434 316Travel Time (s) 8.2 19.9 9.9 7.2Confl. Peds. (#/hr) 370 345 380 380Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Shared Lane Traffic (%) 27%Lane Group Flow (vph) 0 1194 0 0 0 0 0 1142 0 273 1396 0Turn Type Perm pm+ptProtected Phases 4 2 1 6Permitted Phases 4 6Minimum Split (s) 38.0 38.0 34.0 13.0 47.0Total Split (s) 38.0 38.0 0.0 0.0 0.0 0.0 0.0 34.0 0.0 13.0 47.0 0.0Total Split (%) 44.7% 44.7% 0.0% 0.0% 0.0% 0.0% 0.0% 40.0% 0.0% 15.3% 55.3% 0.0%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 0.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 4.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesAct Effct Green (s) 34.0 30.0 44.0 43.0Actuated g/C Ratio 0.40 0.35 0.52 0.51v/c Ratio 0.81 0.84 1.20 0.87Control Delay 27.4 31.6 127.5 9.4Queue Delay 0.0 0.0 0.0 3.4Total Delay 27.4 31.6 127.5 12.8LOS C C F BApproach Delay 27.4 31.6 31.6Approach LOS C C CQueue Length 50th (ft) 197 198 ~156 67Queue Length 95th (ft) 256 256 m#180 m74Internal Link Dist (ft) 282 797 354 236Turn Bay Length (ft) 55Base Capacity (vph) 1469 1361 227 1599Starvation Cap Reductn 0 0 0 131