114
11 YORKVILLE PARTNERS INC. 11-21 YORKVILLE PROPOSED MIXED-USE DEVELOPMENT TRANSPORTATION IMPACT STUDY ADDENDUM DECEMBER 13, 2018
11 YORKVILLE PARTNERS INC.
11-21 YORKVILLE PROPOSED MIXED-USE DEVELOPMENT
TRANSPORTATION IMPACT STUDY ADDENDUM
DECEMBER 13, 2018
11-21 YORKVILLE PROPOSED MIXED-USE DEVELOPMENT TRANSPORTATION IMPACT STUDY ADDENDUM
11 YORKVILLE PARTNERS INC.
PROJECT NO.: 17M-01494-00
DATE: DECEMBER 2018
WSP
100 COMMERCE VALLEY DRIVE WEST
THORNHILL, ON, CANADA L3T 0A1
WSP.COM
December 13, 2018 Kristy Shortall, MCIP, RPP Vice President of Development and Planning 11 Yorkville Partners Inc. 2300 Yonge Street, Suite 807 Toronto, ON M4P 1E4 Dear Ms Shortall: Subject: Response to Comments from the City of Toronto
11-21 Yorkville, Toronto, ON
WSP Canada Group Ltd. (WSP) was retained by 11 Yorkville Partners Inc. to undertake a Traffic Impact Study (TIS) Addendum in support of your municipal application for a proposed mixed-use development between Yorkville Avenue and Cumberland Street west of Yonge Street. WSP prepared the original TIS dated March 23 2018. Since then, comments were received from Planning and Urban Design in September 2018, and Development Engineering at the City of Toronto in October 2018, and. This addendum addresses the transportation-related comments from both the City Divisions. The latest site plan has 670 residential units and 3293 m2 of retail Gross Floor Area (GFA), compared to the previous site plan with 716 units and 4,664 m2 of retail GFA.
PLANNING AND URBAN DESIGN COMMENTS – SEPTEMBER 18, 2018
Provide required bicycle parking for retail users (i.e. 17 spaces)
An updated bicycle parking review was conducted to ensure that the bicycle parking provided meets the City’s Zoning By-Law 569-2013 requirements. Bicycle parking is to be provided as per Bicycle Zone 1. Previously, no bicycle parking was provided for the retail portions of the site, which the updated site plan now does. Please see Table 1 for the bicycle parking requirement and the corresponding supply.
Although the Zoning By-Law standards require 20 retail spaces based on the latest GFA, the Planning and Urban Design comments asked for 17 retail bicycle parking spaces when the GFA for the retail was greater than that which is currently proposed. As well, the retail bicycle parking rates are based upon Interior Floor Area (IFA), but we are using GFA in our calculations. Thus, we believe that 17 bicycle parking spaces for both short and long-term retail users will be sufficient.
Table 1 Bicycle Parking Requirements and Supply with Updated Site Statistics
Building Component
Area (m2) or Units
Bicycle Parking Requirements
Bicycle Parking Spaces Required
Bicycle Parking Spaces Provided
Residential Long-term
670 units 0.9 spaces/unit 603 603
Residential Short-term Visitor
670 units 0.1space/unit 67 67
Retail Short-Term 3293 m2 Short-Term:
3 spaces plus 0.3 spaces/100 m2
13 17
Retail Long-Term 0.2/100 m2 7 SUM 690 687
Page 2
CITY OF TORONTO COMMENTS FROM OCTOBER 17, 2018
Part 1 Comments
1. Satisfy all outstanding issues/requirements with respect to the Transportation Impact Study, dated March 23, 2018, prepared by the applicant’s transportation consultant, WSP, in support of the proposed development, the details of which are provided further in the memorandum.
Noted. This response letter addresses all transportation related comments raised in the memorandum.
2. Site Plan
a. Comply with the parking allocation requirements identified in condition B(5), below, and as further discussed in this memorandum.
Noted. The parking allocated now exceeds the required parking. Please see Table 2 below.
b. Provide a pick-up/drop-off facility for the development on-site abutting the north-south public lane, as widened, and operate in a counter-clockwise fashion.
As per our discussions with the City’s Transportation Services staff, it was determined that a pick-up and drop-off facility with the capacity for four vehicles provided on the laneway is sufficient. Please see Figure 1 that demonstrates the maneuvers within the pick-up/drop-off facility.
3. Include provision in the Site Specific By-law for this project, which require parking to be provided in accordance with the following minimum standards:
a. Residential Units – 0.30 spaces per unit (215 spaces)
b. Residential Visitors – 0.028 spaces per unit (20 spaces)
The above rates were used to calculate the required parking based on the latest site statistics. The number of residential units has been reduced from 716 to 670, and the number of parking spaces required and supplied are shown in Table 2 below.
The current site plan provides 235 parking spaces, which exceeds the parking requirements, due to reduced units and retail GFA. Twenty spaces are designated as Residential Visitor spaces on the P1 level. There is a control gate on the ramp which separates the visitor parking from the residential parking which is located on P2 to P4.
Table 2 Parking Requirements and Supply with Updated Site Statistics
Building Component
Area (m2) or Units Parking
Requirements Parking Spaces
Required Parking Spaces
Provided Residential 670 units 0.3 spaces/unit 201 215 Residential
Visitor 670 units 0.028 space/unit 19 20
Retail 3293 m2 N/A 0 0 Pick-
Up/Drop-Off Spaces
4*
SUM 220 235
*Pick-Up/Drop-Off Spaces are excluded from the parking allocation
Page 3
4. Transportation Services
a. Provide an acceptable warning system near the top/bottom of the parking garage access ramp that warns motorists exiting the garage to watch for large vehicles and pedestrians travelling/maneuvering within the public lane, as widened;
A flashing beacon warning system has been added to the Site Plan to warn vehicles exiting the ramp that there may be a truck reversing out of the loading bays. Loop detectors will be installed just outside of the loading bays, which, when activated, will engage the flashing beacon. The beacon and warning sign will be placed on the ramp to alert exiting vehicles. The signage and loop detector locations are shown on Figure 2.
b. Submit documentation describing, in detail, the type of warning system used to satisfy Condition No. C(3) and how it will be activated;
See notes above and Figure 2.
5. Solid Waste Services
a. Current vehicle maneuvering diagram indicates the collection vehicle reversing into a public lane. Revised drawings must indicate and annotate a collection vehicle movement diagram with a minimum inside/outside turning radii of 9.5 m and 14 m respectively, when entering, exiting, and travelling throughout the site and entering/exiting the Type G loading space. The diagram must also indicate the ability of the collection vehicle to enter and exit the site in a forward motion with no more than a three-point turn without the need to reverse onto a public lane.
We have discussed this matter with City staff and determined that because the laneway will only serve the development and other units on the laneway, traffic volumes will be very low and thus relatively safe for garbage trucks to reverse on to the laneway. The flashing beacon warning system will also provide additional warning to any motor vehicles exiting the ramp.
The City of Toronto Front-Loading Garbage Truck that was used in our maneuvering analysis has a 10.3 m inner turning radius and 14 m outside turning radius. Therefore our garbage truck maneuver is more conservative than the 9.5 m inner radius, the turning template is provided in Figure 3, and the garbage truck maneuvering diagram is provided on Figure 4.
Part 2 Comments, Section E, Transportation Services
Despite the above-noted conclusion and recommendations by the consultant, additional analyses and documentation is required prior to accepting the traffic impacts of the proposal, which are as follows:
a. Submit a revised report, which includes ‘Access Location Analysis’ as required by Section 3.4.3 of the Guidelines for the preparation of Transportation Impact Studies, version 2013;
Please see the section below entitled Access Location Analysis. We believe that the current configuration of the laneway does not present any access issues.
b. Figure 3-2 illustrates all outbound site-generated trips assigned to eastbound right-turn movement only at the intersection of Yonge Street and Cumberland Street. Given that the left-turn movement is permissive at this intersection as illustrated in Figure 2-3, Figure 2-3 must illustrate the left turn movement despite the fact that ‘zero’ site trips are assigned to this movement;
Page 4
Noted, however, Figure 2-3 is a site-generated trips figure, which is meant to illustrate the distribution of site-generated trips, and not all the possible movements at each intersection. Please refer to Figure 2-1 in our initial TIS submission, which illustrates the lane configurations, of which an eastbound left turn is shown because that is a possible movement.
c. The foot note in the Capacity Analysis Worksheets for both Future Background and Future Total conditions provided at the bottom left, shows as existing AM/PM conditions. To help avoid confusion, the foot note in the worksheets must be corrected appropriately; and
Noted. Please see Appendix A for revised capacity analysis worksheets.
d. Replace the header in the capacity analysis worksheets for the intersection of site driveways with Cumberland Street and Yorkville Avenue to show as ‘Site Driveway and Cumberland Street’ and not just ‘Cumberland Street’. The same applies to the capacity analysis worksheet for the intersection of site driveway with Yorkville Avenue.
Noted. Please see Appendix A for revised capacity analysis worksheets.
ACCESS LOCATION ANALYSIS
An access location analysis as outlined in Section 3.4.3 of the Guidelines for the Preparation of Transportation Impact Studies, was conducted as per the City’s comments.
Turning sight distances were conducted using the Transportation Association of Canada’s Geometric Design Guide for Canadian Roads 2017 version. Turning sight distances for vehicles leaving the site driveway onto Yorkville Avenue or Cumberland Street were analyzed. Figure 5 demonstrates the turning sight lines of vehicles exiting the site onto Yorkville Avenue and Cumberland Street. Sightlines towards Yonge Street are truncated at Yonge Street rather than illustrating the full sight distance. Figure 5 shows that there are no obstructions within the turning sight lines.
There is a pedestrian pathway on the west side of the east laneway that provides a pedestrian connection between Yorkville Avenue and the Residential Lobby main entrance. Thus, pedestrians will be crossing the laneway on the south side of Yorkville Avenue, while vehicles will be required to stop behind the crosswalk and check for pedestrians before turning onto Yorkville Avenue. The peak hour volume of vehicles turning out of the site does not exceed 40 in the P.M. peak hour, so we do not expect any issues with this.
Pedestrians will also be accessing the site using the PATH network, as discussed in our initial TIS submission. These pedestrians will be even more sheltered from interaction with vehicles, because the PATH is an underground pedestrian network.
There are currently no bicycle lanes on Yorkville Avenue or on Cumberland Street. Cyclists accessing the site can enter through the rear door (facing south), go down the stairs to P1 and park their bicycles there. This applies to both residents or residential/retail visitors that want to park their bicycle.
There are no potential interference conflicts with other driveways, because opposite the laneway access on Yorkville Avenue is the Town Hall Square park at 25 Yorkville Avenue. There are other driveways east and west of the laneway along Yorkville Avenue, but we do not think this will be an issue in terms of pedestrian safety due to the low volume of vehicle-pedestrian conflicts.
The intersection operations analysis from our initial TIS dated March 23, 2018 indicated that there is no need for any auxiliary turning lanes, and that the capacity of the laneway is sufficient to accommodate all vehicles.
Page 5
In addition, due to the location of the site, the site access laneway connects to Yorkville Avenue and Cumberland Street, both of which are collector roads. Therefore, site trips are first directed to the collector roads before connecting to arterial roads such as Yonge or Bay Streets.
PEDESTRIAN CONNECTION BETWEEN P.A.T.H. AND RETAIL LOBBY
Pedestrians accessing 11 Yorkville from the P.A.T.H. system will first enter P1 of 33 Yorkville Avenue (Toronto Parking Authority building) before entering the 11 Yorkville building via the southwest corner on P1 level. Pedestrians will then follow the marked pathway until they reach the stairs and elevator that lead to the retail lobby. The marked pedestrian pathway on P1 uses 1.2 m of the 6.0 m east-west drive aisle, and thus it must be shared with motorists circulating through the garage. It is expected that the pedestrian volumes will be quite low, and enhanced lighting and pavement markings will increase driver’s awareness to potential pedestrians walking along the pathway. Please see the P1 plan in Appendix B that illustrates the pedestrian connection.
This addendum letter should address all related comments. Should you have any questions or comments, please do not hesitate to contact me directly at your convenience.
Best regards,
WSP Canada Group Limited
David B. Richardson, P.Eng., PTOE
Manager - Transportation
Planning and Advisory Services
Kathy Hui, M.Sc., EIT
Designer – Transportation
Planning and Advisory Services
j:\01 projects\2017 jobs\17m-01494-00 - 11-19 yorkville\deliverable\december 2018 response\wsp (dec 10, 2018) 11 yorkville
response.docx
FIGURES
259.5 m²
2,794 SF
RESIDENTIAL
LOBBY
190 m²
2,045 SF
RETAIL
48 m²
516 SF
RETAIL
LOBBY
Modified:WSP - A106 - 20181210.dwg_PUDO
12/11/2018 9:47 AM
By:paulo.israel
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-01494-00 - 11-19 Y
orkville\C
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\2018-12-06\D
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Plot Date:
2018/12/11
Figure 1
Ground Floor Pick-Up/Drop-Off
11-21 Yorkville Avenue Response to Comments
Source: 181206 11 Yorkville-Sheet - A105 - Ground Floor Plan, from Sweeny & Co Architects, December 07, 2018
Scale: 1:250
259.5 m²
2,794 SF
LOBBY
258.2 m²
2,779 SF
RETAIL
LOOP DETECTOR WILL ACTIVATE
FLASHING BEACON FOR
VEHICLES EXITING RAMP
"CAUTION: TRUCKS REVERSING
WHEN FLASHING" SIGN AND
FLASHING BEACON
(CEILING-MOUNTED), WHERE
BEACON FLASHES WHEN LOOP
DETECTOR IS ACTIVATED.
CAUTION: TRUCKS REVERSING WHEN FLASHING
Modified:WSP - A106 - 20181210.dwg_Beacon
12/11/2018 9:47 AM
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Plot Date:
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Figure 2
Flashing Beacon Warning System
11-21 Yorkville Avenue Response to Comments
Source: 181206 11 Yorkville-Sheet - A105 - Ground Floor Plan, from Sweeny & Co Architects, December 07, 2018
Scale: 1:250
Steering Angle
City of Toronto Garbage
Track
Lock to Lock Time
Width
0.80
6.0
: 25.9
:
2.40
2.40
:
:
5.49
meters
12.00
1
0
.
3
m
14
.0
m
Modified:WSP - A106 - 20181210.dwg_Profile
12/11/2018 9:47 AM
By:paulo.israel
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Figure 3
Garbage Truck Profile
11-21 Yorkville Avenue Response to Comments
Source: 181206 11 Yorkville-Sheet - A105 - Ground Floor Plan, from Sweeny & Co Architects, December 07, 2018
Scale: 1:300
UP
DN
259.5 m²
2,794 SF
RESIDENTIAL
LOBBY
90.5 m²
974 SF
RETAIL
190 m²
2,045 SF
RETAIL
48 m²
516 SF
RETAIL
LOBBY
INBOUND
OUTBOUND
Modified:WSP - A106 - 20181210.dwg_Truck
12/11/2018 9:47 AM
By:paulo.israel
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Figure 4
Garbage Truck Entering and Leaving Site
11-21 Yorkville Avenue Response to Comments
Source: 181206 11 Yorkville-Sheet - A105 - Ground Floor Plan, from Sweeny & Co Architects, December 07, 2018
Scale: 1:300
UP
DN
46
2.6
m
²
4,9
80
S
F
RE
TA
IL
25
9.5
m
²
2,7
94
S
F
RE
SID
EN
TIA
L
LO
BB
Y
25
8.2
m
²
2,7
79
S
F
RE
TA
IL
90
.5
m
²
97
4 S
F
RE
TA
IL
19
0 m
²
2,0
45
S
F
RE
TA
IL
48
m
²
51
6 S
F
RE
TA
IL
LO
BB
Y
95000
54500
105000
55900
Modified:
WS
P - G
round F
loor P
lan S
ight D
istance A
nalysis.dw
g_
Sight D
istance
12/10/2018 3:03 P
M
By:
paulo.israel
J:\01 PROJECTS\2017 Jobs\17M-01494-00 - 11-19 Yorkville\CAD\2018-12-06\DWG
Plot D
ate:
2018/12/10
Fig
ure
5
Tu
rn
in
g S
ig
ht D
ista
nce
a
t S
ite
A
cce
sse
s
11
-2
1 Y
orkville
A
ve
nu
e R
esp
on
se
to
C
om
me
nts
So
urce: 181206 11 Y
orkville-S
heet - A
105 - G
round F
loor P
lan, from
S
weeny &
C
o A
rchitects, D
ecem
ber 07, 2018
Scale: 1:900
APPENDIX
A SYNCHRO
CAPACITY
WORKSHEETS
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 1
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
599
20
688
50
235
41
534
4
Fut
ure
Vol
ume
(vph
)0
599
20
688
50
235
41
534
4
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r1.
001.
000.
991.
00
Frt
0.99
90.
998
0.99
9
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
033
910
034
180
032
420
034
500
Flt
Per
mitt
ed0.
955
Sat
d. F
low
(pe
rm)
033
910
034
180
032
420
032
930
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
12
1
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)23
2.1
233.
518
9.9
103.
3
Tra
vel T
ime
(s)
17.4
17.5
14.2
7.7
Con
fl. P
eds.
(#/
hr)
715
563
563
715
275
542
542
275
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
7%5%
50%
3%4%
0%15
%9%
25%
0%3%
25%
Adj
. Flo
w (
vph)
066
62
076
46
026
14
159
34
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
668
00
770
00
265
00
598
0
Tur
n T
ype
NA
NA
NA
Per
mN
A
Pro
tect
ed P
hase
s2
64
8
Per
mitt
ed P
hase
s2
64
8
Det
ecto
r P
hase
22
66
44
88
Sw
itch
Pha
se
Min
imum
Initi
al (
s)20
.020
.020
.020
.020
.020
.020
.020
.0
Min
imum
Spl
it (s
)26
.026
.026
.026
.026
.026
.026
.026
.0
Tot
al S
plit
(s)
33.0
33.0
33.0
33.0
31.0
31.0
31.0
31.0
Tot
al S
plit
(%)
34.4
%34
.4%
34.4
%34
.4%
32.3
%32
.3%
32.3
%32
.3%
Yel
low
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
All-
Red
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
5.0
5.0
Lead
/Lag
Lag
Lag
Lag
Lag
Lead
-Lag
Opt
imiz
e?Y
esY
esY
esY
es
Rec
all M
ode
C-M
axC
-Max
Max
Max
Max
Max
Max
Max
Act
Effc
t Gre
en (
s)28
.028
.026
.026
.0
Act
uate
d g/
C R
atio
0.29
0.29
0.27
0.27
v/c
Rat
io0.
680.
770.
300.
67
Con
trol
Del
ay34
.137
.228
.735
.5
Que
ue D
elay
0.0
0.0
0.0
0.0
Tot
al D
elay
34.1
37.2
28.7
35.5
LOS
CD
CD
App
roac
h D
elay
34.1
37.2
28.7
35.5
App
roac
h LO
SC
DC
D
Que
ue L
engt
h 50
th (
m)
57.2
68.4
20.3
51.9
Que
ue L
engt
h 95
th (
m)
76.4
89.8
31.0
70.1
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 2
Lane
Gro
upØ
3Ø
7
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)
Fut
ure
Vol
ume
(vph
)
Idea
l Flo
w (
vphp
l)
Lane
Util
. Fac
tor
Ped
Bik
e F
acto
r
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
Rig
ht T
urn
on R
ed
Sat
d. F
low
(R
TO
R)
Link
Spe
ed (
k/h)
Link
Dis
tanc
e (m
)
Tra
vel T
ime
(s)
Con
fl. P
eds.
(#/
hr)
Pea
k H
our
Fac
tor
Hea
vy V
ehic
les
(%)
Adj
. Flo
w (
vph)
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)
Tur
n T
ype
Pro
tect
ed P
hase
s3
7
Per
mitt
ed P
hase
s
Det
ecto
r P
hase
Sw
itch
Pha
se
Min
imum
Initi
al (
s)28
.028
.0
Min
imum
Spl
it (s
)31
.032
.0
Tot
al S
plit
(s)
32.0
32.0
Tot
al S
plit
(%)
33%
33%
Yel
low
Tim
e (s
)3.
03.
0
All-
Red
Tim
e (s
)0.
00.
0
Lost
Tim
e A
djus
t (s)
Tot
al L
ost T
ime
(s)
Lead
/Lag
Lead
Lead
Lead
-Lag
Opt
imiz
e?Y
esY
es
Rec
all M
ode
Max
Max
Act
Effc
t Gre
en (
s)
Act
uate
d g/
C R
atio
v/c
Rat
io
Con
trol
Del
ay
Que
ue D
elay
Tot
al D
elay
LOS
App
roac
h D
elay
App
roac
h LO
S
Que
ue L
engt
h 50
th (
m)
Que
ue L
engt
h 95
th (
m)
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 3
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Inte
rnal
Lin
k D
ist (
m)
208.
120
9.5
165.
979
.3
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
989
997
879
892
Sta
rvat
ion
Cap
Red
uctn
00
00
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
680.
770.
300.
67
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
6
Act
uate
d C
ycle
Len
gth:
96
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:EB
TL,
Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 8
5
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.77
Inte
rsec
tion
Sig
nal D
elay
: 34.
9In
ters
ectio
n LO
S: C
Inte
rsec
tion
Cap
acity
Util
izat
ion
44.3
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
1: Y
onge
St &
Blo
or S
t
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 4
Lane
Gro
upØ
3Ø
7
Inte
rnal
Lin
k D
ist (
m)
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
Sta
rvat
ion
Cap
Red
uctn
Spi
llbac
k C
ap R
educ
tn
Sto
rage
Cap
Red
uctn
Red
uced
v/c
Rat
io
Inte
rsec
tion
Sum
mar
y
Queues
Exis
ting A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 5
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)66
877
026
559
8
v/c
Rat
io0.
680.
770.
300.
67
Con
trol
Del
ay34
.137
.228
.735
.5
Que
ue D
elay
0.0
0.0
0.0
0.0
Tot
al D
elay
34.1
37.2
28.7
35.5
Que
ue L
engt
h 50
th (
m)
57.2
68.4
20.3
51.9
Que
ue L
engt
h 95
th (
m)
76.4
89.8
31.0
70.1
Inte
rnal
Lin
k D
ist (
m)
208.
120
9.5
165.
979
.3
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
989
997
879
892
Sta
rvat
ion
Cap
Red
uctn
00
00
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
680.
770.
300.
67
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 6
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
599
20
688
50
235
41
534
4
Fut
ure
Vol
ume
(vph
)0
599
20
688
50
235
41
534
4
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
5.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
0.95
0.95
0.95
0.95
Frp
b, p
ed/b
ikes
1.00
1.00
0.99
1.00
Flp
b, p
ed/b
ikes
1.00
1.00
1.00
1.00
Frt
1.00
1.00
1.00
1.00
Flt
Pro
tect
ed1.
001.
001.
001.
00
Sat
d. F
low
(pr
ot)
3390
3418
3241
3448
Flt
Per
mitt
ed1.
001.
001.
000.
95
Sat
d. F
low
(pe
rm)
3390
3418
3241
3292
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
066
62
076
46
026
14
159
34
RT
OR
Red
uctio
n (v
ph)
00
00
10
01
00
10
Lane
Gro
up F
low
(vp
h)0
668
00
769
00
264
00
597
0
Con
fl. P
eds.
(#/
hr)
715
563
563
715
275
542
542
275
Hea
vy V
ehic
les
(%)
7%5%
50%
3%4%
0%15
%9%
25%
0%3%
25%
Tur
n T
ype
NA
NA
NA
Per
mN
A
Pro
tect
ed P
hase
s2
64
8
Per
mitt
ed P
hase
s2
64
8
Act
uate
d G
reen
, G (
s)27
.027
.025
.025
.0
Effe
ctiv
e G
reen
, g (
s)28
.028
.026
.026
.0
Act
uate
d g/
C R
atio
0.29
0.29
0.27
0.27
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)98
899
687
789
1
v/s
Rat
io P
rot
0.20
c0.2
30.
08
v/s
Rat
io P
erm
c0.1
8
v/c
Rat
io0.
680.
770.
300.
67
Uni
form
Del
ay, d
130
.031
.127
.831
.2
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
3.7
5.8
0.9
4.0
Del
ay (
s)33
.736
.928
.735
.2
Leve
l of S
ervi
ceC
DC
D
App
roac
h D
elay
(s)
33.7
36.9
28.7
35.2
App
roac
h LO
SC
DC
D
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay34
.6H
CM
200
0 Le
vel o
f Ser
vice
C
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.47
Act
uate
d C
ycle
Len
gth
(s)
96.0
Sum
of l
ost t
ime
(s)
13.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
44.3
%IC
U L
evel
of S
ervi
ceA
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 7
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)65
519
106
8948
865
5237
58
2849
952
Fut
ure
Vol
ume
(vph
)65
519
106
8948
865
5237
58
2849
952
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
Sto
rage
Len
gth
(m)
15.2
0.0
13.7
0.0
20.4
0.0
10.4
0.0
Sto
rage
Lan
es1
01
01
01
0
Tap
er L
engt
h (m
)7.
67.
67.
67.
6
Lane
Util
. Fac
tor
1.00
0.95
0.95
1.00
0.95
0.95
1.00
0.95
0.95
1.00
0.95
0.95
Ped
Bik
e F
acto
r0.
860.
950.
910.
960.
881.
000.
890.
97
Frt
0.97
50.
982
0.99
70.
986
Flt
Pro
tect
ed0.
950
0.95
00.
950
0.95
0
Sat
d. F
low
(pr
ot)
1574
3185
016
3632
620
1465
3322
016
3632
610
Flt
Per
mitt
ed0.
419
0.21
60.
365
0.49
0
Sat
d. F
low
(pe
rm)
599
3185
033
932
620
494
3322
075
032
610
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
3326
314
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)28
5.7
232.
113
4.3
102.
4
Tra
vel T
ime
(s)
21.4
17.4
10.1
7.7
Con
fl. P
eds.
(#/
hr)
286
295
295
286
428
191
191
428
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
7%4%
1%3%
3%6%
15%
6%37
%3%
4%9%
Adj
. Flo
w (
vph)
7257
711
899
542
7258
417
931
554
58
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)72
695
099
614
058
426
031
612
0
Tur
n T
ype
Per
mN
Apm
+pt
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
38
26
Per
mitt
ed P
hase
s4
82
6
Det
ecto
r P
hase
44
38
22
66
Sw
itch
Pha
se
Min
imum
Initi
al (
s)23
.023
.06.
023
.022
.022
.023
.023
.0
Min
imum
Spl
it (s
)30
.030
.010
.030
.029
.029
.030
.030
.0
Tot
al S
plit
(s)
39.0
39.0
13.0
52.0
33.0
33.0
33.0
33.0
Tot
al S
plit
(%)
45.9
%45
.9%
15.3
%61
.2%
38.8
%38
.8%
38.8
%38
.8%
Yel
low
Tim
e (s
)3.
03.
03.
04.
03.
03.
03.
03.
0
All-
Red
Tim
e (s
)3.
03.
01.
03.
03.
03.
03.
03.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
6.0
6.0
4.0
7.0
6.0
6.0
6.0
6.0
Lead
/Lag
Lag
Lag
Lead
Lead
-Lag
Opt
imiz
e?Y
esY
esY
es
Rec
all M
ode
Non
eN
one
Non
eN
one
C-M
axC
-Max
C-M
axC
-Max
Act
Effc
t Gre
en (
s)26
.326
.338
.435
.436
.636
.636
.636
.6
Act
uate
d g/
C R
atio
0.31
0.31
0.45
0.42
0.43
0.43
0.43
0.43
v/c
Rat
io0.
390.
690.
360.
450.
270.
300.
100.
43
Con
trol
Del
ay28
.928
.015
.317
.223
.918
.119
.119
.4
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.4
Tot
al D
elay
28.9
28.0
15.3
17.2
23.9
18.1
19.1
19.8
LOS
CC
BB
CB
BB
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 8
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
App
roac
h D
elay
28.1
16.9
18.8
19.7
App
roac
h LO
SC
BB
B
Que
ue L
engt
h 50
th (
m)
9.4
50.9
8.9
34.2
6.0
23.2
3.0
35.2
Que
ue L
engt
h 95
th (
m)
19.3
60.4
14.0
38.8
18.3
39.8
10.0
58.0
Inte
rnal
Lin
k D
ist (
m)
261.
720
8.1
110.
378
.4
Tur
n B
ay L
engt
h (m
)15
.213
.720
.410
.4
Bas
e C
apac
ity (
vph)
232
1256
290
1739
212
1433
323
1413
Sta
rvat
ion
Cap
Red
uctn
00
00
00
033
9
Spi
llbac
k C
ap R
educ
tn0
00
00
00
0
Sto
rage
Cap
Red
uctn
00
00
00
00
Red
uced
v/c
Rat
io0.
310.
550.
340.
350.
270.
300.
100.
57
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 8
5
Act
uate
d C
ycle
Len
gth:
85
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
L, S
tart
of G
reen
Nat
ural
Cyc
le: 7
0
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.69
Inte
rsec
tion
Sig
nal D
elay
: 21.
3In
ters
ectio
n LO
S: C
Inte
rsec
tion
Cap
acity
Util
izat
ion
97.4
%IC
U L
evel
of S
ervi
ce F
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
2: B
ay S
t & B
loor
St
Queues
Exis
ting A
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 9
Lane
Gro
upE
BL
EB
TW
BL
WB
TN
BL
NB
TS
BL
SB
T
Lane
Gro
up F
low
(vp
h)72
695
9961
458
426
3161
2
v/c
Rat
io0.
390.
690.
360.
450.
270.
300.
100.
43
Con
trol
Del
ay28
.928
.015
.317
.223
.918
.119
.119
.4
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.4
Tot
al D
elay
28.9
28.0
15.3
17.2
23.9
18.1
19.1
19.8
Que
ue L
engt
h 50
th (
m)
9.4
50.9
8.9
34.2
6.0
23.2
3.0
35.2
Que
ue L
engt
h 95
th (
m)
19.3
60.4
14.0
38.8
18.3
39.8
10.0
58.0
Inte
rnal
Lin
k D
ist (
m)
261.
720
8.1
110.
378
.4
Tur
n B
ay L
engt
h (m
)15
.213
.720
.410
.4
Bas
e C
apac
ity (
vph)
232
1256
290
1739
212
1433
323
1413
Sta
rvat
ion
Cap
Red
uctn
00
00
00
033
9
Spi
llbac
k C
ap R
educ
tn0
00
00
00
0
Sto
rage
Cap
Red
uctn
00
00
00
00
Red
uced
v/c
Rat
io0.
310.
550.
340.
350.
270.
300.
100.
57
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting A
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 10
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)65
519
106
8948
865
5237
58
2849
952
Fut
ure
Vol
ume
(vph
)65
519
106
8948
865
5237
58
2849
952
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Wid
th
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
Tot
al L
ost t
ime
(s)
6.0
6.0
4.0
7.0
6.0
6.0
6.0
6.0
Lane
Util
. Fac
tor
1.00
0.95
1.00
0.95
1.00
0.95
1.00
0.95
Frp
b, p
ed/b
ikes
1.00
0.95
1.00
0.96
1.00
1.00
1.00
0.97
Flp
b, p
ed/b
ikes
0.86
1.00
0.99
1.00
0.87
1.00
0.89
1.00
Frt
1.00
0.97
1.00
0.98
1.00
1.00
1.00
0.99
Flt
Pro
tect
ed0.
951.
000.
951.
000.
951.
000.
951.
00
Sat
d. F
low
(pr
ot)
1359
3184
1612
3263
1277
3321
1448
3260
Flt
Per
mitt
ed0.
421.
000.
221.
000.
371.
000.
491.
00
Sat
d. F
low
(pe
rm)
600
3184
366
3263
491
3321
746
3260
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
7257
711
899
542
7258
417
931
554
58
RT
OR
Red
uctio
n (v
ph)
023
00
150
02
00
80
Lane
Gro
up F
low
(vp
h)72
672
099
599
058
424
031
604
0
Con
fl. P
eds.
(#/
hr)
286
295
295
286
428
191
191
428
Hea
vy V
ehic
les
(%)
7%4%
1%3%
3%6%
15%
6%37
%3%
4%9%
Tur
n T
ype
Per
mN
Apm
+pt
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
38
26
Per
mitt
ed P
hase
s4
82
6
Act
uate
d G
reen
, G (
s)26
.326
.336
.136
.135
.935
.935
.935
.9
Effe
ctiv
e G
reen
, g (
s)26
.326
.336
.136
.135
.935
.935
.935
.9
Act
uate
d g/
C R
atio
0.31
0.31
0.42
0.42
0.42
0.42
0.42
0.42
Cle
aran
ce T
ime
(s)
6.0
6.0
4.0
7.0
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)18
598
525
513
8520
714
0231
513
76
v/s
Rat
io P
rot
c0.2
10.
03c0
.18
0.13
c0.1
9
v/s
Rat
io P
erm
0.12
0.13
0.12
0.04
v/c
Rat
io0.
390.
680.
390.
430.
280.
300.
100.
44
Uni
form
Del
ay, d
123
.025
.716
.217
.216
.116
.314
.817
.4
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
1.4
2.0
1.0
0.2
3.4
0.6
0.6
1.0
Del
ay (
s)24
.427
.717
.117
.419
.416
.815
.418
.4
Leve
l of S
ervi
ceC
CB
BB
BB
B
App
roac
h D
elay
(s)
27.4
17.4
17.1
18.3
App
roac
h LO
SC
BB
B
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay20
.5H
CM
200
0 Le
vel o
f Ser
vice
C
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.54
Act
uate
d C
ycle
Len
gth
(s)
85.0
Sum
of l
ost t
ime
(s)
16.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
97.4
%IC
U L
evel
of S
ervi
ceF
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 11
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)13
2616
7276
1948
324
9766
457
93
Fut
ure
Vol
ume
(vph
)13
2616
7276
1948
324
9766
457
93
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
910.
900.
950.
93
Frt
0.96
00.
985
0.96
90.
977
Flt
Pro
tect
ed0.
989
0.97
90.
995
0.99
5
Sat
d. F
low
(pr
ot)
015
170
016
460
030
800
031
670
Flt
Per
mitt
ed0.
923
0.84
30.
829
0.83
5
Sat
d. F
low
(pe
rm)
013
730
013
090
025
340
026
330
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
188
6540
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)20
0.3
152.
895
.511
5.7
Tra
vel T
ime
(s)
15.0
11.5
7.2
8.7
Con
fl. P
eds.
(#/
hr)
182
182
182
182
144
7676
144
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
0%3%
31%
14%
2%5%
10%
8%2%
0%4%
3%
Adj
. Flo
w (
vph)
1429
1880
8421
5336
010
873
508
103
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
610
018
50
052
10
068
40
Tur
n T
ype
Per
mN
AP
erm
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
82
6
Det
ecto
r P
hase
44
88
22
66
Sw
itch
Pha
se
Min
imum
Initi
al (
s)24
.024
.024
.024
.017
.017
.017
.017
.0
Min
imum
Spl
it (s
)30
.030
.030
.030
.023
.023
.023
.023
.0
Tot
al S
plit
(s)
31.0
31.0
31.0
31.0
54.0
54.0
54.0
54.0
Tot
al S
plit
(%)
36.5
%36
.5%
36.5
%36
.5%
63.5
%63
.5%
63.5
%63
.5%
Yel
low
Tim
e (s
)4.
04.
04.
04.
04.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
02.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
5.0
5.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Rec
all M
ode
Non
eN
one
Non
eN
one
C-M
axC
-Max
C-M
axC
-Max
Act
Effc
t Gre
en (
s)25
.025
.050
.050
.0
Act
uate
d g/
C R
atio
0.29
0.29
0.59
0.59
v/c
Rat
io0.
150.
470.
340.
44
Con
trol
Del
ay18
.028
.48.
510
.1
Que
ue D
elay
0.0
0.0
0.5
0.0
Tot
al D
elay
18.0
28.4
9.0
10.1
LOS
BC
AB
App
roac
h D
elay
18.0
28.4
9.0
10.1
App
roac
h LO
SB
CA
B
Que
ue L
engt
h 50
th (
m)
5.1
23.4
18.0
27.6
Que
ue L
engt
h 95
th (
m)
14.1
42.7
27.0
39.4
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 12
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Inte
rnal
Lin
k D
ist (
m)
176.
312
8.8
71.5
91.7
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
432
405
1517
1565
Sta
rvat
ion
Cap
Red
uctn
00
560
0
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
140.
460.
540.
44
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 8
5
Act
uate
d C
ycle
Len
gth:
85
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
L, S
tart
of G
reen
Nat
ural
Cyc
le: 5
5
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.47
Inte
rsec
tion
Sig
nal D
elay
: 12.
4In
ters
ectio
n LO
S: B
Inte
rsec
tion
Cap
acity
Util
izat
ion
65.6
%IC
U L
evel
of S
ervi
ce C
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
3: B
ay S
t & Y
orkv
ille
Ave
Queues
Exis
ting A
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 13
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)61
185
521
684
v/c
Rat
io0.
150.
470.
340.
44
Con
trol
Del
ay18
.028
.48.
510
.1
Que
ue D
elay
0.0
0.0
0.5
0.0
Tot
al D
elay
18.0
28.4
9.0
10.1
Que
ue L
engt
h 50
th (
m)
5.1
23.4
18.0
27.6
Que
ue L
engt
h 95
th (
m)
14.1
42.7
27.0
39.4
Inte
rnal
Lin
k D
ist (
m)
176.
312
8.8
71.5
91.7
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
432
405
1517
1565
Sta
rvat
ion
Cap
Red
uctn
00
560
0
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
140.
460.
540.
44
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting A
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 14
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)13
2616
7276
1948
324
9766
457
93
Fut
ure
Vol
ume
(vph
)13
2616
7276
1948
324
9766
457
93
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
5.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.94
0.98
0.96
0.94
Flp
b, p
ed/b
ikes
0.97
0.92
0.99
0.99
Frt
0.96
0.98
0.97
0.98
Flt
Pro
tect
ed0.
990.
980.
990.
99
Sat
d. F
low
(pr
ot)
1471
1519
3041
3138
Flt
Per
mitt
ed0.
920.
840.
830.
84
Sat
d. F
low
(pe
rm)
1374
1308
2534
2634
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
1429
1880
8421
5336
010
873
508
103
RT
OR
Red
uctio
n (v
ph)
013
00
60
027
00
160
Lane
Gro
up F
low
(vp
h)0
480
017
90
049
40
066
80
Con
fl. P
eds.
(#/
hr)
182
182
182
182
144
7676
144
Hea
vy V
ehic
les
(%)
0%3%
31%
14%
2%5%
10%
8%2%
0%4%
3%
Tur
n T
ype
Per
mN
AP
erm
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
82
6
Act
uate
d G
reen
, G (
s)24
.024
.049
.049
.0
Effe
ctiv
e G
reen
, g (
s)25
.025
.050
.050
.0
Act
uate
d g/
C R
atio
0.29
0.29
0.59
0.59
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)40
438
414
9015
49
v/s
Rat
io P
rot
v/s
Rat
io P
erm
0.04
c0.1
40.
20c0
.25
v/c
Rat
io0.
120.
470.
330.
43
Uni
form
Del
ay, d
121
.924
.59.
09.
7
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
0.1
0.9
0.6
0.9
Del
ay (
s)22
.125
.49.
610
.5
Leve
l of S
ervi
ceC
CA
B
App
roac
h D
elay
(s)
22.1
25.4
9.6
10.5
App
roac
h LO
SC
CA
B
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay12
.6H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.44
Act
uate
d C
ycle
Len
gth
(s)
85.0
Sum
of l
ost t
ime
(s)
10.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
65.6
%IC
U L
evel
of S
ervi
ceC
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
4: Y
onge S
t &
Colli
er
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 15
Lane
Gro
upW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
023
034
765
8
Fut
ure
Vol
ume
(vph
)0
023
034
765
8
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r
Frt
0.98
1
Flt
Pro
tect
ed0.
999
Sat
d. F
low
(pr
ot)
00
3356
00
3464
Flt
Per
mitt
ed0.
999
Sat
d. F
low
(pe
rm)
00
3356
00
3464
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)11
1.8
22.2
163.
1
Tra
vel T
ime
(s)
8.4
1.7
12.2
Con
fl. P
eds.
(#/
hr)
712
712
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
2%2%
5%0%
0%3%
Adj
. Flo
w (
vph)
00
256
388
731
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
029
40
073
9
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
26.4
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting A
M
4: Y
onge S
t &
Colli
er
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 16
Mov
emen
tW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
230
347
658
Fut
ure
Vol
ume
(Veh
/h)
00
230
347
658
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)0
025
638
873
1
Ped
estr
ians
712
Lane
Wid
th (
m)
0.0
Wal
king
Spe
ed (
m/s
)1.
1
Per
cent
Blo
ckag
e0
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)22
pX, p
lato
on u
nblo
cked
0.98
0.98
0.98
vC, c
onfli
ctin
g vo
lum
e13
6885
910
06
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol13
3281
296
2
tC, s
ingl
e (s
)6.
86.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%10
010
099
cM c
apac
ity (
veh/
h)14
131
570
8
Dire
ctio
n, L
ane
#N
B 1
NB
2S
B 1
SB
2
Vol
ume
Tot
al17
112
325
248
7
Vol
ume
Left
00
80
Vol
ume
Rig
ht0
380
0
cSH
1700
1700
708
1700
Vol
ume
to C
apac
ity0.
100.
070.
010.
29
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.3
0.0
Con
trol
Del
ay (
s)0.
00.
00.
50.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.2
App
roac
h LO
S
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.1
Inte
rsec
tion
Cap
acity
Util
izat
ion
26.4
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
5: Y
onge S
t &
Asquith A
venue
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 17
Lane
Gro
upW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)11
1422
746
3048
7
Fut
ure
Vol
ume
(vph
)11
1422
746
3048
7
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r
Frt
0.92
30.
975
Flt
Pro
tect
ed0.
979
0.99
7
Sat
d. F
low
(pr
ot)
1571
032
230
035
26
Flt
Per
mitt
ed0.
979
0.99
7
Sat
d. F
low
(pe
rm)
1571
032
230
035
26
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)19
1.3
15.7
76.1
Tra
vel T
ime
(s)
14.3
1.2
5.7
Con
fl. P
eds.
(#/
hr)
805
805
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
2%2%
7%13
%0%
1%
Adj
. Flo
w (
vph)
1216
252
5133
541
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)28
030
30
057
4
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
41.0
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting A
M
5: Y
onge S
t &
Asquith A
venue
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 18
Mov
emen
tW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
1114
227
4630
487
Fut
ure
Vol
ume
(Veh
/h)
1114
227
4630
487
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)12
1625
251
3354
1
Ped
estr
ians
805
Lane
Wid
th (
m)
3.0
Wal
king
Spe
ed (
m/s
)1.
1
Per
cent
Blo
ckag
e61
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)11
976
pX, p
lato
on u
nblo
cked
0.93
vC, c
onfli
ctin
g vo
lum
e14
1995
611
08
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol13
0395
611
08
tC, s
ingl
e (s
)6.
86.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%75
8487
cM c
apac
ity (
veh/
h)48
101
249
Dire
ctio
n, L
ane
#W
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al28
168
135
213
361
Vol
ume
Left
120
033
0
Vol
ume
Rig
ht16
051
00
cSH
6817
0017
0024
917
00
Vol
ume
to C
apac
ity0.
410.
100.
080.
130.
21
Que
ue L
engt
h 95
th (
m)
12.0
0.0
0.0
3.4
0.0
Con
trol
Del
ay (
s)90
.10.
00.
06.
10.
0
Lane
LO
SF
A
App
roac
h D
elay
(s)
90.1
0.0
2.3
App
roac
h LO
SF
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
4.2
Inte
rsec
tion
Cap
acity
Util
izat
ion
41.0
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 19
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)66
2731
197
502
156
Fut
ure
Vol
ume
(vph
)66
2731
197
502
156
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
790.
980.
88
Frt
0.96
10.
965
Flt
Pro
tect
ed0.
966
0.99
3
Sat
d. F
low
(pr
ot)
1489
00
3346
2951
0
Flt
Per
mitt
ed0.
966
0.82
6
Sat
d. F
low
(pe
rm)
1259
00
2723
2951
0
Rig
ht T
urn
on R
edY
esY
es
Sat
d. F
low
(R
TO
R)
2395
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)74
.176
.122
.2
Tra
vel T
ime
(s)
5.6
5.7
1.7
Con
fl. P
eds.
(#/
hr)
162
170
180
180
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
3%3%
12%
5%3%
4%
Adj
. Flo
w (
vph)
7330
3421
955
817
3
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)10
30
025
373
10
Tur
n T
ype
Pro
tP
erm
NA
NA
Pro
tect
ed P
hase
s4
26
Per
mitt
ed P
hase
s2
Min
imum
Spl
it (s
)24
.022
.022
.022
.0
Tot
al S
plit
(s)
25.0
60.0
60.0
60.0
Tot
al S
plit
(%)
29.4
%70
.6%
70.6
%70
.6%
Yel
low
Tim
e (s
)3.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
5.0
6.0
6.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Act
Effc
t Gre
en (
s)20
.054
.054
.0
Act
uate
d g/
C R
atio
0.24
0.64
0.64
v/c
Rat
io0.
280.
150.
38
Con
trol
Del
ay23
.26.
57.
0
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
23.2
6.5
7.0
LOS
CA
A
App
roac
h D
elay
23.2
6.5
7.0
App
roac
h LO
SC
AA
Que
ue L
engt
h 50
th (
m)
10.5
7.7
22.5
Que
ue L
engt
h 95
th (
m)
23.7
12.3
32.2
Inte
rnal
Lin
k D
ist (
m)
50.1
52.1
0.1
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
367
1729
1909
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 20
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
280.
150.
38
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 8
5
Act
uate
d C
ycle
Len
gth:
85
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
, Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 5
0
Con
trol
Typ
e: P
retim
ed
Max
imum
v/c
Rat
io: 0
.38
Inte
rsec
tion
Sig
nal D
elay
: 8.4
Inte
rsec
tion
LOS
: A
Inte
rsec
tion
Cap
acity
Util
izat
ion
54.4
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
6: Y
onge
St &
Yor
kvill
e A
ve
Queues
Exis
ting A
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 21
Lane
Gro
upE
BL
NB
TS
BT
Lane
Gro
up F
low
(vp
h)10
325
373
1
v/c
Rat
io0.
280.
150.
38
Con
trol
Del
ay23
.26.
57.
0
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
23.2
6.5
7.0
Que
ue L
engt
h 50
th (
m)
10.5
7.7
22.5
Que
ue L
engt
h 95
th (
m)
23.7
12.3
32.2
Inte
rnal
Lin
k D
ist (
m)
50.1
52.1
0.1
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
367
1729
1909
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
280.
150.
38
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting A
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 22
Mov
emen
tE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)66
2731
197
502
156
Fut
ure
Vol
ume
(vph
)66
2731
197
502
156
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th
3.0
3.0
3.5
3.5
3.5
3.5
Tot
al L
ost t
ime
(s)
5.0
6.0
6.0
Lane
Util
. Fac
tor
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.93
1.00
0.88
Flp
b, p
ed/b
ikes
1.00
0.98
1.00
Frt
0.96
1.00
0.96
Flt
Pro
tect
ed0.
970.
991.
00
Sat
d. F
low
(pr
ot)
1488
3275
2950
Flt
Per
mitt
ed0.
970.
831.
00
Sat
d. F
low
(pe
rm)
1488
2722
2950
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
7330
3421
955
817
3
RT
OR
Red
uctio
n (v
ph)
180
00
350
Lane
Gro
up F
low
(vp
h)85
00
253
696
0
Con
fl. P
eds.
(#/
hr)
162
170
180
180
Hea
vy V
ehic
les
(%)
3%3%
12%
5%3%
4%
Tur
n T
ype
Pro
tP
erm
NA
NA
Pro
tect
ed P
hase
s4
26
Per
mitt
ed P
hase
s2
Act
uate
d G
reen
, G (
s)20
.054
.054
.0
Effe
ctiv
e G
reen
, g (
s)20
.054
.054
.0
Act
uate
d g/
C R
atio
0.24
0.64
0.64
Cle
aran
ce T
ime
(s)
5.0
6.0
6.0
Lane
Grp
Cap
(vp
h)35
017
2918
74
v/s
Rat
io P
rot
c0.0
6c0
.24
v/s
Rat
io P
erm
0.09
v/c
Rat
io0.
240.
150.
37
Uni
form
Del
ay, d
126
.46.
27.
4
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
1.7
0.2
0.6
Del
ay (
s)28
.06.
48.
0
Leve
l of S
ervi
ceC
AA
App
roac
h D
elay
(s)
28.0
6.4
8.0
App
roac
h LO
SC
AA
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay9.
5H
CM
200
0 Le
vel o
f Ser
vice
A
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.34
Act
uate
d C
ycle
Len
gth
(s)
85.0
Sum
of l
ost t
ime
(s)
11.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
54.4
%IC
U L
evel
of S
ervi
ceA
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
7: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 23
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)30
028
00
00
245
00
497
0
Fut
ure
Vol
ume
(vph
)30
028
00
00
245
00
497
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
0.95
0.95
0.95
1.00
1.00
1.00
1.00
0.95
0.95
1.00
0.95
0.95
Ped
Bik
e F
acto
r0.
98
Frt
0.92
7
Flt
Pro
tect
ed0.
975
Sat
d. F
low
(pr
ot)
028
740
018
420
033
360
035
000
Flt
Per
mitt
ed0.
846
Sat
d. F
low
(pe
rm)
024
650
018
420
033
360
035
000
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
45
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)19
0.2
155.
610
2.4
95.5
Tra
vel T
ime
(s)
14.3
11.7
7.7
7.2
Con
fl. P
eds.
(#/
hr)
201
136
136
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
13%
2%10
%2%
2%2%
2%7%
2%2%
2%2%
Adj
. Flo
w (
vph)
330
310
00
027
20
055
20
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
640
00
00
272
00
552
0
Tur
n T
ype
Per
mN
AN
AN
A
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
8
Min
imum
Spl
it (s
)25
.025
.025
.025
.029
.029
.0
Tot
al S
plit
(s)
26.0
26.0
26.0
26.0
46.0
46.0
Tot
al S
plit
(%)
36.1
%36
.1%
36.1
%36
.1%
63.9
%63
.9%
Yel
low
Tim
e (s
)4.
04.
04.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
6.0
6.0
6.0
6.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Act
Effc
t Gre
en (
s)20
.040
.040
.0
Act
uate
d g/
C R
atio
0.28
0.56
0.56
v/c
Rat
io0.
090.
150.
28
Con
trol
Del
ay9.
68.
08.
9
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
9.6
8.0
8.9
LOS
AA
A
App
roac
h D
elay
9.6
8.0
8.9
App
roac
h LO
SA
AA
Que
ue L
engt
h 50
th (
m)
1.0
8.5
18.9
Que
ue L
engt
h 95
th (
m)
5.1
13.8
27.3
Inte
rnal
Lin
k D
ist (
m)
166.
213
1.6
78.4
71.5
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
717
1853
1944
Sta
rvat
ion
Cap
Red
uctn
00
0
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
7: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 24
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
090.
150.
28
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 7
2
Act
uate
d C
ycle
Len
gth:
72
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
T a
nd 6
:SB
T, S
tart
of G
reen
Nat
ural
Cyc
le: 5
5
Con
trol
Typ
e: P
retim
ed
Max
imum
v/c
Rat
io: 0
.28
Inte
rsec
tion
Sig
nal D
elay
: 8.7
Inte
rsec
tion
LOS
: A
Inte
rsec
tion
Cap
acity
Util
izat
ion
45.0
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
7: B
ay S
t & C
umbe
rland
St
Queues
Exis
ting A
M
7: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 25
Lane
Gro
upE
BT
NB
TS
BT
Lane
Gro
up F
low
(vp
h)64
272
552
v/c
Rat
io0.
090.
150.
28
Con
trol
Del
ay9.
68.
08.
9
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
9.6
8.0
8.9
Que
ue L
engt
h 50
th (
m)
1.0
8.5
18.9
Que
ue L
engt
h 95
th (
m)
5.1
13.8
27.3
Inte
rnal
Lin
k D
ist (
m)
166.
278
.471
.5
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
717
1853
1944
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
090.
150.
28
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting A
M
7: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 26
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)30
028
00
00
245
00
497
0
Fut
ure
Vol
ume
(vph
)30
028
00
00
245
00
497
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
6.0
6.0
6.0
Lane
Util
. Fac
tor
0.95
0.95
0.95
Frp
b, p
ed/b
ikes
0.99
1.00
1.00
Flp
b, p
ed/b
ikes
0.99
1.00
1.00
Frt
0.93
1.00
1.00
Flt
Pro
tect
ed0.
971.
001.
00
Sat
d. F
low
(pr
ot)
2841
3336
3500
Flt
Per
mitt
ed0.
851.
001.
00
Sat
d. F
low
(pe
rm)
2465
3336
3500
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
330
310
00
027
20
055
20
RT
OR
Red
uctio
n (v
ph)
033
00
00
00
00
00
Lane
Gro
up F
low
(vp
h)0
320
00
00
272
00
552
0
Con
fl. P
eds.
(#/
hr)
201
136
136
Hea
vy V
ehic
les
(%)
13%
2%10
%2%
2%2%
2%7%
2%2%
2%2%
Tur
n T
ype
Per
mN
AN
AN
A
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
8
Act
uate
d G
reen
, G (
s)20
.040
.040
.0
Effe
ctiv
e G
reen
, g (
s)20
.040
.040
.0
Act
uate
d g/
C R
atio
0.28
0.56
0.56
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
Lane
Grp
Cap
(vp
h)68
418
5319
44
v/s
Rat
io P
rot
0.08
c0.1
6
v/s
Rat
io P
erm
c0.0
1
v/c
Rat
io0.
050.
150.
28
Uni
form
Del
ay, d
119
.07.
78.
4
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
0.1
0.2
0.4
Del
ay (
s)19
.17.
98.
8
Leve
l of S
ervi
ceB
AA
App
roac
h D
elay
(s)
19.1
0.0
7.9
8.8
App
roac
h LO
SB
AA
A
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay9.
3H
CM
200
0 Le
vel o
f Ser
vice
A
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.20
Act
uate
d C
ycle
Len
gth
(s)
72.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
45.0
%IC
U L
evel
of S
ervi
ceA
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
8: Y
onge S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 27
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)27
670
433
527
0
Fut
ure
Vol
ume
(vph
)27
670
433
527
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
1.00
0.95
0.95
1.00
Ped
Bik
e F
acto
r
Frt
0.90
4
Flt
Pro
tect
ed0.
986
Sat
d. F
low
(pr
ot)
1556
00
3305
3400
0
Flt
Per
mitt
ed0.
986
Sat
d. F
low
(pe
rm)
1556
00
3305
3400
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)69
.810
3.3
15.7
Tra
vel T
ime
(s)
5.2
7.7
1.2
Con
fl. P
eds.
(#/
hr)
148
341
313
313
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
3%1%
2%8%
5%0%
Adj
. Flo
w (
vph)
3074
048
158
60
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)10
40
048
158
60
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
34.6
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting A
M
8: Y
onge S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 28
Mov
emen
tE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
2767
043
352
70
Fut
ure
Vol
ume
(Veh
/h)
2767
043
352
70
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)30
740
481
586
0
Ped
estr
ians
313
341
148
Lane
Wid
th (
m)
3.0
3.5
3.5
Wal
king
Spe
ed (
m/s
)1.
11.
11.
1
Per
cent
Blo
ckag
e24
3013
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)10
392
pX, p
lato
on u
nblo
cked
0.97
0.97
0.97
vC, c
onfli
ctin
g vo
lum
e12
8894
789
9
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol10
7687
982
9
tC, s
ingl
e (s
)6.
96.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%78
5110
0
cM c
apac
ity (
veh/
h)13
615
158
9
Dire
ctio
n, L
ane
#E
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al10
424
024
029
329
3
Vol
ume
Left
300
00
0
Vol
ume
Rig
ht74
00
00
cSH
146
1700
1700
1700
1700
Vol
ume
to C
apac
ity0.
710.
140.
140.
170.
17
Que
ue L
engt
h 95
th (
m)
31.4
0.0
0.0
0.0
0.0
Con
trol
Del
ay (
s)74
.50.
00.
00.
00.
0
Lane
LO
SF
App
roac
h D
elay
(s)
74.5
0.0
0.0
App
roac
h LO
SF
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
6.6
Inte
rsec
tion
Cap
acity
Util
izat
ion
34.6
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
9: S
ite D
rivew
ay &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 29
Lane
Gro
upE
BT
EB
RW
BL
WB
TN
BL
NB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
00
00
0
Fut
ure
Vol
ume
(vph
)0
00
00
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.5
3.5
3.5
3.5
3.0
3.0
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
1842
00
1842
1739
0
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
1842
00
1842
1739
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)15
2.8
74.1
91.9
Tra
vel T
ime
(s)
11.5
5.6
6.9
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Adj
. Flo
w (
vph)
00
00
00
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
00
00
0
Sig
n C
ontr
olF
ree
Fre
eS
top
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting A
M
9: S
ite D
rivew
ay &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 30
Mov
emen
tE
BT
EB
RW
BL
WB
TN
BL
NB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
00
00
Fut
ure
Vol
ume
(Veh
/h)
00
00
00
Sig
n C
ontr
olF
ree
Fre
eS
top
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)0
00
00
0
Ped
estr
ians
Lane
Wid
th (
m)
Wal
king
Spe
ed (
m/s
)
Per
cent
Blo
ckag
e
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)15
374
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e0
00
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol0
00
tC, s
ingl
e (s
)4.
16.
46.
2
tC, 2
sta
ge (
s)
tF (
s)2.
23.
53.
3
p0 q
ueue
free
%10
010
010
0
cM c
apac
ity (
veh/
h)16
2310
2310
85
Dire
ctio
n, L
ane
#E
B 1
WB
1N
B 1
Vol
ume
Tot
al0
00
Vol
ume
Left
00
0
Vol
ume
Rig
ht0
00
cSH
1700
1700
1700
Vol
ume
to C
apac
ity0.
000.
000.
00
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.0
Con
trol
Del
ay (
s)0.
00.
00.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.0
0.0
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 1
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)1
676
90
606
50
539
101
430
17
Fut
ure
Vol
ume
(vph
)1
676
90
606
50
539
101
430
17
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
991.
000.
990.
98
Frt
0.99
80.
999
0.99
70.
994
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
035
040
035
110
034
550
034
360
Flt
Per
mitt
ed0.
955
0.95
4
Sat
d. F
low
(pe
rm)
033
460
035
110
034
550
032
760
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
11
24
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)23
2.1
233.
518
9.9
103.
3
Tra
vel T
ime
(s)
17.4
17.5
14.2
7.7
Con
fl. P
eds.
(#/
hr)
1751
1320
1320
1751
1116
1271
1271
1116
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%1%
0%2%
1%20
%2%
2%0%
0%1%
5%
Adj
. Flo
w (
vph)
171
29
063
85
056
711
145
318
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
722
00
643
00
578
00
472
0
Tur
n T
ype
Per
mN
AN
AN
AP
erm
NA
Pro
tect
ed P
hase
s2
64
8
Per
mitt
ed P
hase
s2
64
8
Det
ecto
r P
hase
22
66
44
88
Sw
itch
Pha
se
Min
imum
Initi
al (
s)20
.020
.020
.020
.020
.020
.020
.020
.0
Min
imum
Spl
it (s
)26
.026
.026
.026
.026
.026
.026
.026
.0
Tot
al S
plit
(s)
33.0
33.0
33.0
33.0
31.0
31.0
31.0
31.0
Tot
al S
plit
(%)
34.4
%34
.4%
34.4
%34
.4%
32.3
%32
.3%
32.3
%32
.3%
Yel
low
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
All-
Red
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
5.0
5.0
Lead
/Lag
Lag
Lag
Lag
Lag
Lead
-Lag
Opt
imiz
e?Y
esY
esY
esY
es
Rec
all M
ode
C-M
axC
-Max
Non
eN
one
Non
eN
one
Non
eN
one
Act
Effc
t Gre
en (
s)62
.262
.223
.823
.8
Act
uate
d g/
C R
atio
0.65
0.65
0.25
0.25
v/c
Rat
io0.
330.
280.
670.
58
Con
trol
Del
ay8.
58.
036
.434
.1
Que
ue D
elay
0.0
0.0
0.0
0.0
Tot
al D
elay
8.5
8.0
36.4
34.1
LOS
AA
DC
App
roac
h D
elay
8.5
8.0
36.4
34.1
App
roac
h LO
SA
AD
C
Que
ue L
engt
h 50
th (
m)
27.5
23.5
51.5
40.7
Que
ue L
engt
h 95
th (
m)
43.8
37.6
64.1
52.2
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 2
Lane
Gro
upØ
3Ø
7
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)
Fut
ure
Vol
ume
(vph
)
Idea
l Flo
w (
vphp
l)
Lane
Util
. Fac
tor
Ped
Bik
e F
acto
r
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
Rig
ht T
urn
on R
ed
Sat
d. F
low
(R
TO
R)
Link
Spe
ed (
k/h)
Link
Dis
tanc
e (m
)
Tra
vel T
ime
(s)
Con
fl. P
eds.
(#/
hr)
Pea
k H
our
Fac
tor
Hea
vy V
ehic
les
(%)
Adj
. Flo
w (
vph)
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)
Tur
n T
ype
Pro
tect
ed P
hase
s3
7
Per
mitt
ed P
hase
s
Det
ecto
r P
hase
Sw
itch
Pha
se
Min
imum
Initi
al (
s)28
.028
.0
Min
imum
Spl
it (s
)31
.032
.0
Tot
al S
plit
(s)
32.0
32.0
Tot
al S
plit
(%)
33%
33%
Yel
low
Tim
e (s
)2.
03.
5
All-
Red
Tim
e (s
)0.
00.
0
Lost
Tim
e A
djus
t (s)
Tot
al L
ost T
ime
(s)
Lead
/Lag
Lead
Lead
Lead
-Lag
Opt
imiz
e?Y
esY
es
Rec
all M
ode
Non
eN
one
Act
Effc
t Gre
en (
s)
Act
uate
d g/
C R
atio
v/c
Rat
io
Con
trol
Del
ay
Que
ue D
elay
Tot
al D
elay
LOS
App
roac
h D
elay
App
roac
h LO
S
Que
ue L
engt
h 50
th (
m)
Que
ue L
engt
h 95
th (
m)
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 3
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Inte
rnal
Lin
k D
ist (
m)
208.
120
9.5
165.
979
.3
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
2168
2275
954
906
Sta
rvat
ion
Cap
Red
uctn
00
00
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
330.
280.
610.
52
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
6
Act
uate
d C
ycle
Len
gth:
96
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:EB
TL,
Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 8
5
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.67
Inte
rsec
tion
Sig
nal D
elay
: 20.
1In
ters
ectio
n LO
S: C
Inte
rsec
tion
Cap
acity
Util
izat
ion
44.8
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
1: Y
onge
St &
Blo
or S
t
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 4
Lane
Gro
upØ
3Ø
7
Inte
rnal
Lin
k D
ist (
m)
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
Sta
rvat
ion
Cap
Red
uctn
Spi
llbac
k C
ap R
educ
tn
Sto
rage
Cap
Red
uctn
Red
uced
v/c
Rat
io
Inte
rsec
tion
Sum
mar
y
Queues
Exis
ting P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 5
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)72
264
357
847
2
v/c
Rat
io0.
330.
280.
670.
58
Con
trol
Del
ay8.
58.
036
.434
.1
Que
ue D
elay
0.0
0.0
0.0
0.0
Tot
al D
elay
8.5
8.0
36.4
34.1
Que
ue L
engt
h 50
th (
m)
27.5
23.5
51.5
40.7
Que
ue L
engt
h 95
th (
m)
43.8
37.6
64.1
52.2
Inte
rnal
Lin
k D
ist (
m)
208.
120
9.5
165.
979
.3
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
2168
2275
954
906
Sta
rvat
ion
Cap
Red
uctn
00
00
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
330.
280.
610.
52
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 6
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)1
676
90
606
50
539
101
430
17
Fut
ure
Vol
ume
(vph
)1
676
90
606
50
539
101
430
17
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
5.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
0.95
0.95
0.95
0.95
Frp
b, p
ed/b
ikes
0.99
1.00
0.99
0.98
Flp
b, p
ed/b
ikes
1.00
1.00
1.00
1.00
Frt
1.00
1.00
1.00
0.99
Flt
Pro
tect
ed1.
001.
001.
001.
00
Sat
d. F
low
(pr
ot)
3503
3510
3455
3435
Flt
Per
mitt
ed0.
951.
001.
000.
95
Sat
d. F
low
(pe
rm)
3345
3510
3455
3277
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
171
29
063
85
056
711
145
318
RT
OR
Red
uctio
n (v
ph)
00
00
00
02
00
30
Lane
Gro
up F
low
(vp
h)0
722
00
643
00
576
00
469
0
Con
fl. P
eds.
(#/
hr)
1751
1320
1320
1751
1116
1271
1271
1116
Hea
vy V
ehic
les
(%)
0%1%
0%2%
1%20
%2%
2%0%
0%1%
5%
Tur
n T
ype
Per
mN
AN
AN
AP
erm
NA
Pro
tect
ed P
hase
s2
64
8
Per
mitt
ed P
hase
s2
64
8
Act
uate
d G
reen
, G (
s)61
.261
.222
.822
.8
Effe
ctiv
e G
reen
, g (
s)62
.262
.223
.823
.8
Act
uate
d g/
C R
atio
0.65
0.65
0.25
0.25
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)21
6722
7485
681
2
v/s
Rat
io P
rot
0.18
c0.1
7
v/s
Rat
io P
erm
c0.2
20.
14
v/c
Rat
io0.
330.
280.
670.
58
Uni
form
Del
ay, d
17.
67.
332
.631
.7
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
0.4
0.1
2.1
1.0
Del
ay (
s)8.
07.
434
.732
.7
Leve
l of S
ervi
ceA
AC
C
App
roac
h D
elay
(s)
8.0
7.4
34.7
32.7
App
roac
h LO
SA
AC
C
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay19
.0H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.45
Act
uate
d C
ycle
Len
gth
(s)
96.0
Sum
of l
ost t
ime
(s)
13.5
Inte
rsec
tion
Cap
acity
Util
izat
ion
44.8
%IC
U L
evel
of S
ervi
ceA
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 7
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)56
489
6960
448
6513
277
79
7240
086
Fut
ure
Vol
ume
(vph
)56
489
6960
448
6513
277
79
7240
086
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
Sto
rage
Len
gth
(m)
15.2
0.0
13.7
0.0
20.4
0.0
10.4
0.0
Sto
rage
Lan
es1
01
01
01
0
Tap
er L
engt
h (m
)7.
67.
67.
67.
6
Lane
Util
. Fac
tor
1.00
0.95
0.95
1.00
0.95
0.95
1.00
0.95
0.95
1.00
0.95
0.95
Ped
Bik
e F
acto
r0.
820.
950.
850.
940.
831.
000.
880.
92
Frt
0.98
10.
981
0.99
80.
973
Flt
Pro
tect
ed0.
950
0.95
00.
950
0.95
0
Sat
d. F
low
(pr
ot)
1685
3296
016
3632
750
1685
3514
016
6831
360
Flt
Per
mitt
ed0.
382
0.35
70.
313
0.34
0
Sat
d. F
low
(pe
rm)
553
3296
052
032
750
460
3514
052
731
360
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
205
131
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)28
5.7
232.
113
4.3
102.
4
Tra
vel T
ime
(s)
21.4
17.4
10.1
7.7
Con
fl. P
eds.
(#/
hr)
845
695
695
845
966
546
546
966
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%1%
0%3%
1%1%
0%1%
0%1%
1%4%
Adj
. Flo
w (
vph)
5951
573
6347
268
139
818
976
421
91
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)59
588
063
540
013
982
70
7651
20
Tur
n T
ype
Per
mN
AP
erm
NA
pm+
ptN
AP
erm
NA
Pro
tect
ed P
hase
s4
85
26
Per
mitt
ed P
hase
s4
82
6
Det
ecto
r P
hase
44
88
52
66
Sw
itch
Pha
se
Min
imum
Initi
al (
s)23
.023
.023
.023
.06.
023
.022
.022
.0
Min
imum
Spl
it (s
)29
.029
.029
.029
.010
.029
.029
.029
.0
Tot
al S
plit
(s)
40.0
40.0
40.0
40.0
15.0
50.0
35.0
35.0
Tot
al S
plit
(%)
44.4
%44
.4%
44.4
%44
.4%
16.7
%55
.6%
38.9
%38
.9%
Yel
low
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
All-
Red
Tim
e (s
)3.
03.
03.
03.
01.
03.
03.
03.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-4.0
-1.0
2.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
2.0
5.0
6.0
5.0
5.0
5.0
Lead
/Lag
Lead
Lag
Lag
Lead
-Lag
Opt
imiz
e?Y
esY
esY
es
Rec
all M
ode
Max
Max
Max
Max
Non
eC
-Max
C-M
axC
-Max
Act
Effc
t Gre
en (
s)35
.035
.038
.035
.044
.045
.031
.731
.7
Act
uate
d g/
C R
atio
0.39
0.39
0.42
0.39
0.49
0.50
0.35
0.35
v/c
Rat
io0.
270.
450.
290.
420.
430.
470.
410.
46
Con
trol
Del
ay23
.221
.121
.721
.217
.215
.831
.423
.0
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Tot
al D
elay
23.2
21.1
21.7
21.2
17.2
15.8
31.4
23.0
LOS
CC
CC
BB
CC
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 8
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
App
roac
h D
elay
21.3
21.2
16.0
24.1
App
roac
h LO
SC
CB
C
Que
ue L
engt
h 50
th (
m)
6.8
37.4
7.0
34.8
12.8
46.8
9.9
33.3
Que
ue L
engt
h 95
th (
m)
16.7
51.8
17.0
48.4
23.1
61.6
23.9
48.7
Inte
rnal
Lin
k D
ist (
m)
261.
720
8.1
110.
378
.4
Tur
n B
ay L
engt
h (m
)15
.213
.720
.410
.4
Bas
e C
apac
ity (
vph)
215
1294
219
1276
347
1757
185
1124
Sta
rvat
ion
Cap
Red
uctn
00
00
00
00
Spi
llbac
k C
ap R
educ
tn0
00
00
00
0
Sto
rage
Cap
Red
uctn
00
00
00
00
Red
uced
v/c
Rat
io0.
270.
450.
290.
420.
400.
470.
410.
46
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
0
Act
uate
d C
ycle
Len
gth:
90
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
L, S
tart
of G
reen
Nat
ural
Cyc
le: 7
0
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.47
Inte
rsec
tion
Sig
nal D
elay
: 20.
0In
ters
ectio
n LO
S: C
Inte
rsec
tion
Cap
acity
Util
izat
ion
95.2
%IC
U L
evel
of S
ervi
ce F
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
2: B
ay S
t & B
loor
St
Queues
Exis
ting P
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 9
Lane
Gro
upE
BL
EB
TW
BL
WB
TN
BL
NB
TS
BL
SB
T
Lane
Gro
up F
low
(vp
h)59
588
6354
013
982
776
512
v/c
Rat
io0.
270.
450.
290.
420.
430.
470.
410.
46
Con
trol
Del
ay23
.221
.121
.721
.217
.215
.831
.423
.0
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Tot
al D
elay
23.2
21.1
21.7
21.2
17.2
15.8
31.4
23.0
Que
ue L
engt
h 50
th (
m)
6.8
37.4
7.0
34.8
12.8
46.8
9.9
33.3
Que
ue L
engt
h 95
th (
m)
16.7
51.8
17.0
48.4
23.1
61.6
23.9
48.7
Inte
rnal
Lin
k D
ist (
m)
261.
720
8.1
110.
378
.4
Tur
n B
ay L
engt
h (m
)15
.213
.720
.410
.4
Bas
e C
apac
ity (
vph)
215
1294
219
1276
347
1757
185
1124
Sta
rvat
ion
Cap
Red
uctn
00
00
00
00
Spi
llbac
k C
ap R
educ
tn0
00
00
00
0
Sto
rage
Cap
Red
uctn
00
00
00
00
Red
uced
v/c
Rat
io0.
270.
450.
290.
420.
400.
470.
410.
46
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting P
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 10
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)56
489
6960
448
6513
277
79
7240
086
Fut
ure
Vol
ume
(vph
)56
489
6960
448
6513
277
79
7240
086
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Wid
th
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
Tot
al L
ost t
ime
(s)
5.0
5.0
2.0
5.0
6.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
1.00
0.95
1.00
0.95
1.00
0.95
1.00
0.95
Frp
b, p
ed/b
ikes
1.00
0.95
1.00
0.94
1.00
1.00
1.00
0.92
Flp
b, p
ed/b
ikes
0.82
1.00
0.85
1.00
0.95
1.00
0.88
1.00
Frt
1.00
0.98
1.00
0.98
1.00
1.00
1.00
0.97
Flt
Pro
tect
ed0.
951.
000.
951.
000.
951.
000.
951.
00
Sat
d. F
low
(pr
ot)
1376
3297
1385
3275
1604
3515
1473
3137
Flt
Per
mitt
ed0.
381.
000.
361.
000.
311.
000.
341.
00
Sat
d. F
low
(pe
rm)
554
3297
521
3275
528
3515
528
3137
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
5951
573
6347
268
139
818
976
421
91
RT
OR
Red
uctio
n (v
ph)
012
00
30
01
00
200
Lane
Gro
up F
low
(vp
h)59
576
063
537
013
982
70
7649
20
Con
fl. P
eds.
(#/
hr)
845
695
695
845
966
546
546
966
Hea
vy V
ehic
les
(%)
0%1%
0%3%
1%1%
0%1%
0%1%
1%4%
Tur
n T
ype
Per
mN
AP
erm
NA
pm+
ptN
AP
erm
NA
Pro
tect
ed P
hase
s4
85
26
Per
mitt
ed P
hase
s4
82
6
Act
uate
d G
reen
, G (
s)34
.034
.034
.034
.044
.044
.030
.730
.7
Effe
ctiv
e G
reen
, g (
s)35
.035
.038
.035
.042
.045
.031
.731
.7
Act
uate
d g/
C R
atio
0.39
0.39
0.42
0.39
0.47
0.50
0.35
0.35
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
4.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)21
512
8221
912
7333
317
5718
511
04
v/s
Rat
io P
rot
c0.1
70.
160.
03c0
.24
0.16
v/s
Rat
io P
erm
0.11
0.12
0.16
0.14
v/c
Rat
io0.
270.
450.
290.
420.
420.
470.
410.
45
Uni
form
Del
ay, d
118
.820
.417
.120
.114
.914
.722
.122
.4
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
3.1
1.1
3.3
1.0
0.8
0.9
6.6
1.3
Del
ay (
s)21
.921
.520
.421
.115
.715
.628
.723
.7
Leve
l of S
ervi
ceC
CC
CB
BC
C
App
roac
h D
elay
(s)
21.5
21.1
15.6
24.3
App
roac
h LO
SC
CB
C
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay20
.0H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.50
Act
uate
d C
ycle
Len
gth
(s)
90.0
Sum
of l
ost t
ime
(s)
16.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
95.2
%IC
U L
evel
of S
ervi
ceF
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 11
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)33
6020
8312
451
7673
811
032
350
82
Fut
ure
Vol
ume
(vph
)33
6020
8312
451
7673
811
032
350
82
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
900.
860.
970.
95
Frt
0.97
60.
973
0.98
20.
974
Flt
Pro
tect
ed0.
986
0.98
40.
996
0.99
7
Sat
d. F
low
(pr
ot)
016
890
016
420
033
890
032
380
Flt
Per
mitt
ed0.
864
0.86
80.
856
0.84
4
Sat
d. F
low
(pe
rm)
014
080
013
290
028
800
027
360
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
1315
2644
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)20
0.3
161.
795
.511
5.7
Tra
vel T
ime
(s)
15.0
12.1
7.2
8.7
Con
fl. P
eds.
(#/
hr)
263
358
358
263
106
6060
106
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%0%
5%5%
2%2%
1%1%
0%0%
2%0%
Adj
. Flo
w (
vph)
3563
2187
131
5480
777
116
3436
886
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
119
00
272
00
973
00
488
0
Tur
n T
ype
Per
mN
AP
erm
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
82
6
Det
ecto
r P
hase
44
88
22
66
Sw
itch
Pha
se
Min
imum
Initi
al (
s)24
.024
.024
.024
.017
.017
.017
.017
.0
Min
imum
Spl
it (s
)30
.030
.030
.030
.023
.023
.023
.023
.0
Tot
al S
plit
(s)
36.0
36.0
36.0
36.0
54.0
54.0
54.0
54.0
Tot
al S
plit
(%)
40.0
%40
.0%
40.0
%40
.0%
60.0
%60
.0%
60.0
%60
.0%
Yel
low
Tim
e (s
)4.
04.
04.
04.
04.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
02.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
5.0
5.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Rec
all M
ode
Non
eN
one
Non
eN
one
C-M
axC
-Max
C-M
axC
-Max
Act
Effc
t Gre
en (
s)26
.726
.753
.353
.3
Act
uate
d g/
C R
atio
0.30
0.30
0.59
0.59
v/c
Rat
io0.
280.
670.
570.
30
Con
trol
Del
ay22
.834
.913
.09.
1
Que
ue D
elay
0.0
0.0
3.3
0.0
Tot
al D
elay
22.8
34.9
16.3
9.1
LOS
CC
BA
App
roac
h D
elay
22.8
34.9
16.3
9.1
App
roac
h LO
SC
CB
A
Que
ue L
engt
h 50
th (
m)
14.3
40.1
45.8
17.1
Que
ue L
engt
h 95
th (
m)
25.6
61.3
74.5
30.3
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 12
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Inte
rnal
Lin
k D
ist (
m)
176.
313
7.7
71.5
91.7
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
493
467
1715
1637
Sta
rvat
ion
Cap
Red
uctn
00
621
0
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
240.
580.
890.
30
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
0
Act
uate
d C
ycle
Len
gth:
90
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
L, S
tart
of G
reen
Nat
ural
Cyc
le: 6
0
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.67
Inte
rsec
tion
Sig
nal D
elay
: 17.
5In
ters
ectio
n LO
S: B
Inte
rsec
tion
Cap
acity
Util
izat
ion
74.6
%IC
U L
evel
of S
ervi
ce D
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
3: B
ay S
t & Y
orkv
ille
Ave
Queues
Exis
ting P
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 13
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)11
927
297
348
8
v/c
Rat
io0.
280.
670.
570.
30
Con
trol
Del
ay22
.834
.913
.09.
1
Que
ue D
elay
0.0
0.0
3.3
0.0
Tot
al D
elay
22.8
34.9
16.3
9.1
Que
ue L
engt
h 50
th (
m)
14.3
40.1
45.8
17.1
Que
ue L
engt
h 95
th (
m)
25.6
61.3
74.5
30.3
Inte
rnal
Lin
k D
ist (
m)
176.
313
7.7
71.5
91.7
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
493
467
1715
1637
Sta
rvat
ion
Cap
Red
uctn
00
621
0
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
240.
580.
890.
30
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting P
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 14
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)33
6020
8312
451
7673
811
032
350
82
Fut
ure
Vol
ume
(vph
)33
6020
8312
451
7673
811
032
350
82
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
5.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.94
0.94
0.98
0.95
Flp
b, p
ed/b
ikes
0.95
0.92
0.99
1.00
Frt
0.98
0.97
0.98
0.97
Flt
Pro
tect
ed0.
990.
981.
001.
00
Sat
d. F
low
(pr
ot)
1608
1509
3350
3228
Flt
Per
mitt
ed0.
860.
870.
860.
84
Sat
d. F
low
(pe
rm)
1410
1331
2881
2734
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
3563
2187
131
5480
777
116
3436
886
RT
OR
Red
uctio
n (v
ph)
09
00
110
011
00
180
Lane
Gro
up F
low
(vp
h)0
110
00
261
00
962
00
470
0
Con
fl. P
eds.
(#/
hr)
263
358
358
263
106
6060
106
Hea
vy V
ehic
les
(%)
0%0%
5%5%
2%2%
1%1%
0%0%
2%0%
Tur
n T
ype
Per
mN
AP
erm
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
82
6
Act
uate
d G
reen
, G (
s)25
.725
.752
.352
.3
Effe
ctiv
e G
reen
, g (
s)26
.726
.753
.353
.3
Act
uate
d g/
C R
atio
0.30
0.30
0.59
0.59
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)41
839
417
0616
19
v/s
Rat
io P
rot
v/s
Rat
io P
erm
0.08
c0.2
0c0
.33
0.17
v/c
Rat
io0.
260.
660.
560.
29
Uni
form
Del
ay, d
124
.127
.711
.29.
0
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
0.3
4.2
1.4
0.5
Del
ay (
s)24
.531
.912
.69.
5
Leve
l of S
ervi
ceC
CB
A
App
roac
h D
elay
(s)
24.5
31.9
12.6
9.5
App
roac
h LO
SC
CB
A
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay15
.4H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.60
Act
uate
d C
ycle
Len
gth
(s)
90.0
Sum
of l
ost t
ime
(s)
10.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
74.6
%IC
U L
evel
of S
ervi
ceD
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
4: Y
onge S
t &
Colli
er
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 15
Lane
Gro
upW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
066
094
1644
4
Fut
ure
Vol
ume
(vph
)0
066
094
1644
4
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r
Frt
0.98
1
Flt
Pro
tect
ed0.
998
Sat
d. F
low
(pr
ot)
00
3472
00
3529
Flt
Per
mitt
ed0.
998
Sat
d. F
low
(pe
rm)
00
3472
00
3529
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)11
1.8
22.2
163.
1
Tra
vel T
ime
(s)
8.4
1.7
12.2
Con
fl. P
eds.
(#/
hr)
496
496
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
2%2%
1%0%
0%1%
Adj
. Flo
w (
vph)
00
695
9917
467
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
079
40
048
4
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
27.3
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting P
M
4: Y
onge S
t &
Colli
er
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 16
Mov
emen
tW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
660
9416
444
Fut
ure
Vol
ume
(Veh
/h)
00
660
9416
444
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)0
069
599
1746
7
Ped
estr
ians
496
Lane
Wid
th (
m)
0.0
Wal
king
Spe
ed (
m/s
)1.
1
Per
cent
Blo
ckag
e0
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)22
pX, p
lato
on u
nblo
cked
0.92
0.92
0.92
vC, c
onfli
ctin
g vo
lum
e15
0889
312
90
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol13
7470
311
36
tC, s
ingl
e (s
)6.
86.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%10
010
097
cM c
apac
ity (
veh/
h)12
234
857
1
Dire
ctio
n, L
ane
#N
B 1
NB
2S
B 1
SB
2
Vol
ume
Tot
al46
333
117
331
1
Vol
ume
Left
00
170
Vol
ume
Rig
ht0
990
0
cSH
1700
1700
571
1700
Vol
ume
to C
apac
ity0.
270.
190.
030.
18
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.7
0.0
Con
trol
Del
ay (
s)0.
00.
01.
50.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.5
App
roac
h LO
S
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.2
Inte
rsec
tion
Cap
acity
Util
izat
ion
27.3
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
5: Y
onge S
t &
Asquith A
venue
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 17
Lane
Gro
upW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)15
6659
745
1035
5
Fut
ure
Vol
ume
(vph
)15
6659
745
1035
5
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r
Frt
0.89
00.
990
Flt
Pro
tect
ed0.
991
0.99
9
Sat
d. F
low
(pr
ot)
1491
034
600
035
32
Flt
Per
mitt
ed0.
991
0.99
9
Sat
d. F
low
(pe
rm)
1491
034
600
035
32
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)19
1.3
15.7
76.1
Tra
vel T
ime
(s)
14.3
1.2
5.7
Con
fl. P
eds.
(#/
hr)
670
670
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%6%
2%4%
0%1%
Adj
. Flo
w (
vph)
1669
628
4711
374
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)85
067
50
038
5
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
30.3
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting P
M
5: Y
onge S
t &
Asquith A
venue
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 18
Mov
emen
tW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
1566
597
4510
355
Fut
ure
Vol
ume
(Veh
/h)
1566
597
4510
355
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)16
6962
847
1137
4
Ped
estr
ians
670
Lane
Wid
th (
m)
3.0
Wal
king
Spe
ed (
m/s
)1.
1
Per
cent
Blo
ckag
e51
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)11
976
pX, p
lato
on u
nblo
cked
0.86
0.86
0.86
vC, c
onfli
ctin
g vo
lum
e15
3010
0813
45
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol12
8867
810
71
tC, s
ingl
e (s
)6.
87.
04.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
42.
2
p0 q
ueue
free
%75
5896
cM c
apac
ity (
veh/
h)64
163
278
Dire
ctio
n, L
ane
#W
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al85
419
256
136
249
Vol
ume
Left
160
011
0
Vol
ume
Rig
ht69
047
00
cSH
126
1700
1700
278
1700
Vol
ume
to C
apac
ity0.
670.
250.
150.
040.
15
Que
ue L
engt
h 95
th (
m)
27.5
0.0
0.0
0.9
0.0
Con
trol
Del
ay (
s)78
.30.
00.
02.
20.
0
Lane
LO
SF
A
App
roac
h D
elay
(s)
78.3
0.0
0.8
App
roac
h LO
SF
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
6.1
Inte
rsec
tion
Cap
acity
Util
izat
ion
30.3
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 19
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)16
846
8758
532
212
1
Fut
ure
Vol
ume
(vph
)16
846
8758
532
212
1
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
750.
960.
84
Frt
0.97
10.
959
Flt
Pro
tect
ed0.
962
0.99
4
Sat
d. F
low
(pr
ot)
1536
00
3500
2862
0
Flt
Per
mitt
ed0.
962
0.81
3
Sat
d. F
low
(pe
rm)
1239
00
2753
2862
0
Rig
ht T
urn
on R
edY
esY
es
Sat
d. F
low
(R
TO
R)
1412
5
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)65
.276
.122
.2
Tra
vel T
ime
(s)
4.9
5.7
1.7
Con
fl. P
eds.
(#/
hr)
173
274
289
289
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%2%
4%1%
1%1%
Adj
. Flo
w (
vph)
177
4892
616
339
127
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)22
50
070
846
60
Tur
n T
ype
Pro
tP
erm
NA
NA
Pro
tect
ed P
hase
s4
26
Per
mitt
ed P
hase
s2
Min
imum
Spl
it (s
)24
.022
.022
.022
.0
Tot
al S
plit
(s)
25.0
65.0
65.0
65.0
Tot
al S
plit
(%)
27.8
%72
.2%
72.2
%72
.2%
Yel
low
Tim
e (s
)3.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
5.0
6.0
6.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Act
Effc
t Gre
en (
s)20
.059
.059
.0
Act
uate
d g/
C R
atio
0.22
0.66
0.66
v/c
Rat
io0.
640.
390.
24
Con
trol
Del
ay39
.18.
04.
9
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
39.1
8.0
4.9
LOS
DA
A
App
roac
h D
elay
39.1
8.0
4.9
App
roac
h LO
SD
AA
Que
ue L
engt
h 50
th (
m)
33.2
26.5
10.7
Que
ue L
engt
h 95
th (
m)
57.1
36.4
16.6
Inte
rnal
Lin
k D
ist (
m)
41.2
52.1
0.1
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
352
1804
1919
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 20
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
640.
390.
24
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
0
Act
uate
d C
ycle
Len
gth:
90
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
, Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 5
0
Con
trol
Typ
e: P
retim
ed
Max
imum
v/c
Rat
io: 0
.64
Inte
rsec
tion
Sig
nal D
elay
: 11.
9In
ters
ectio
n LO
S: B
Inte
rsec
tion
Cap
acity
Util
izat
ion
63.8
%IC
U L
evel
of S
ervi
ce B
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
6: Y
onge
St &
Yor
kvill
e A
ve
Queues
Exis
ting P
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 21
Lane
Gro
upE
BL
NB
TS
BT
Lane
Gro
up F
low
(vp
h)22
570
846
6
v/c
Rat
io0.
640.
390.
24
Con
trol
Del
ay39
.18.
04.
9
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
39.1
8.0
4.9
Que
ue L
engt
h 50
th (
m)
33.2
26.5
10.7
Que
ue L
engt
h 95
th (
m)
57.1
36.4
16.6
Inte
rnal
Lin
k D
ist (
m)
41.2
52.1
0.1
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
352
1804
1919
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
640.
390.
24
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting P
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 22
Mov
emen
tE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)16
846
8758
532
212
1
Fut
ure
Vol
ume
(vph
)16
846
8758
532
212
1
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th
3.0
3.0
3.5
3.5
3.5
3.5
Tot
al L
ost t
ime
(s)
5.0
6.0
6.0
Lane
Util
. Fac
tor
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.93
1.00
0.84
Flp
b, p
ed/b
ikes
1.00
0.96
1.00
Frt
0.97
1.00
0.96
Flt
Pro
tect
ed0.
960.
991.
00
Sat
d. F
low
(pr
ot)
1536
3364
2862
Flt
Per
mitt
ed0.
960.
811.
00
Sat
d. F
low
(pe
rm)
1536
2754
2862
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
177
4892
616
339
127
RT
OR
Red
uctio
n (v
ph)
110
00
430
Lane
Gro
up F
low
(vp
h)21
40
070
842
30
Con
fl. P
eds.
(#/
hr)
173
274
289
289
Hea
vy V
ehic
les
(%)
0%2%
4%1%
1%1%
Tur
n T
ype
Pro
tP
erm
NA
NA
Pro
tect
ed P
hase
s4
26
Per
mitt
ed P
hase
s2
Act
uate
d G
reen
, G (
s)20
.059
.059
.0
Effe
ctiv
e G
reen
, g (
s)20
.059
.059
.0
Act
uate
d g/
C R
atio
0.22
0.66
0.66
Cle
aran
ce T
ime
(s)
5.0
6.0
6.0
Lane
Grp
Cap
(vp
h)34
118
0518
76
v/s
Rat
io P
rot
c0.1
40.
15
v/s
Rat
io P
erm
c0.2
6
v/c
Rat
io0.
630.
390.
23
Uni
form
Del
ay, d
131
.67.
26.
3
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
8.5
0.6
0.3
Del
ay (
s)40
.17.
86.
5
Leve
l of S
ervi
ceD
AA
App
roac
h D
elay
(s)
40.1
7.8
6.5
App
roac
h LO
SD
AA
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay12
.6H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.45
Act
uate
d C
ycle
Len
gth
(s)
90.0
Sum
of l
ost t
ime
(s)
11.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
63.8
%IC
U L
evel
of S
ervi
ceB
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
7: Y
onge S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 23
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)11
670
052
836
50
Fut
ure
Vol
ume
(vph
)11
670
052
836
50
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
1.00
0.95
0.95
1.00
Ped
Bik
e F
acto
r
Frt
0.94
9
Flt
Pro
tect
ed0.
970
Sat
d. F
low
(pr
ot)
1610
00
3500
3535
0
Flt
Per
mitt
ed0.
970
Sat
d. F
low
(pe
rm)
1610
00
3500
3535
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)64
.710
3.3
15.7
Tra
vel T
ime
(s)
4.9
7.7
1.2
Con
fl. P
eds.
(#/
hr)
384
466
466
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
1%2%
2%2%
1%2%
Adj
. Flo
w (
vph)
122
740
556
384
0
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)19
60
055
638
40
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
32.4
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting P
M
7: Y
onge S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 24
Mov
emen
tE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
116
700
528
365
0
Fut
ure
Vol
ume
(Veh
/h)
116
700
528
365
0
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)12
274
055
638
40
Ped
estr
ians
466
438
Lane
Wid
th (
m)
3.0
3.5
3.5
Wal
king
Spe
ed (
m/s
)1.
11.
11.
1
Per
cent
Blo
ckag
e35
03
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)10
392
pX, p
lato
on u
nblo
cked
0.86
vC, c
onfli
ctin
g vo
lum
e11
6666
285
0
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol85
966
285
0
tC, s
ingl
e (s
)6.
86.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%23
7210
0
cM c
apac
ity (
veh/
h)15
926
150
7
Dire
ctio
n, L
ane
#E
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al19
627
827
819
219
2
Vol
ume
Left
122
00
00
Vol
ume
Rig
ht74
00
00
cSH
187
1700
1700
1700
1700
Vol
ume
to C
apac
ity1.
050.
160.
160.
110.
11
Que
ue L
engt
h 95
th (
m)
69.7
0.0
0.0
0.0
0.0
Con
trol
Del
ay (
s)13
1.6
0.0
0.0
0.0
0.0
Lane
LO
SF
App
roac
h D
elay
(s)
131.
60.
00.
0
App
roac
h LO
SF
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
22.7
Inte
rsec
tion
Cap
acity
Util
izat
ion
32.4
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
8: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 25
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)47
5679
430
660
799
108
2343
10
Fut
ure
Vol
ume
(vph
)47
5679
430
660
799
108
2343
10
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
0.95
0.95
0.95
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
770.
710.
930.
99
Frt
0.93
50.
918
0.98
2
Flt
Pro
tect
ed0.
987
0.98
10.
997
Sat
d. F
low
(pr
ot)
026
860
013
720
032
270
034
930
Flt
Per
mitt
ed0.
859
0.80
50.
883
Sat
d. F
low
(pe
rm)
021
900
098
90
032
270
030
730
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
4537
1
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)19
0.2
160.
710
2.4
95.5
Tra
vel T
ime
(s)
14.3
12.1
7.7
7.2
Con
fl. P
eds.
(#/
hr)
239
582
582
239
530
471
471
530
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
4%0%
0%0%
2%0%
2%1%
1%0%
2%2%
Adj
. Flo
w (
vph)
4959
8345
069
084
111
424
454
0
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
191
00
114
00
955
00
478
0
Tur
n T
ype
Per
mN
AP
erm
NA
NA
Per
mN
A
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
86
Min
imum
Spl
it (s
)25
.025
.025
.025
.029
.029
.029
.0
Tot
al S
plit
(s)
26.0
26.0
26.0
26.0
62.0
62.0
62.0
Tot
al S
plit
(%)
29.5
%29
.5%
29.5
%29
.5%
70.5
%70
.5%
70.5
%
Yel
low
Tim
e (s
)4.
04.
04.
04.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
6.0
6.0
6.0
6.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Act
Effc
t Gre
en (
s)20
.020
.056
.056
.0
Act
uate
d g/
C R
atio
0.23
0.23
0.64
0.64
v/c
Rat
io0.
360.
450.
470.
24
Con
trol
Del
ay23
.926
.69.
27.
3
Que
ue D
elay
0.0
0.0
1.4
0.5
Tot
al D
elay
23.9
26.6
10.5
7.8
LOS
CC
BA
App
roac
h D
elay
23.9
26.6
10.5
7.8
App
roac
h LO
SC
CB
A
Que
ue L
engt
h 50
th (
m)
10.7
11.0
39.1
16.3
Que
ue L
engt
h 95
th (
m)
20.2
26.8
51.7
23.2
Inte
rnal
Lin
k D
ist (
m)
166.
213
6.7
78.4
71.5
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
532
253
2053
1955
Sta
rvat
ion
Cap
Red
uctn
00
838
1005
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
8: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 26
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
360.
450.
790.
50
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 8
8
Act
uate
d C
ycle
Len
gth:
88
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
T a
nd 6
:SB
TL,
Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 5
5
Con
trol
Typ
e: P
retim
ed
Max
imum
v/c
Rat
io: 0
.47
Inte
rsec
tion
Sig
nal D
elay
: 12.
3In
ters
ectio
n LO
S: B
Inte
rsec
tion
Cap
acity
Util
izat
ion
75.7
%IC
U L
evel
of S
ervi
ce D
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
8: B
ay S
t & C
umbe
rland
St
Queues
Exis
ting P
M
8: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 27
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)19
111
495
547
8
v/c
Rat
io0.
360.
450.
470.
24
Con
trol
Del
ay23
.926
.69.
27.
3
Que
ue D
elay
0.0
0.0
1.4
0.5
Tot
al D
elay
23.9
26.6
10.5
7.8
Que
ue L
engt
h 50
th (
m)
10.7
11.0
39.1
16.3
Que
ue L
engt
h 95
th (
m)
20.2
26.8
51.7
23.2
Inte
rnal
Lin
k D
ist (
m)
166.
213
6.7
78.4
71.5
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
532
253
2053
1955
Sta
rvat
ion
Cap
Red
uctn
00
838
1005
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
360.
450.
790.
50
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting P
M
8: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 28
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)47
5679
430
660
799
108
2343
10
Fut
ure
Vol
ume
(vph
)47
5679
430
660
799
108
2343
10
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
6.0
6.0
6.0
6.0
Lane
Util
. Fac
tor
0.95
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.82
0.81
0.93
1.00
Flp
b, p
ed/b
ikes
0.94
0.88
1.00
0.99
Frt
0.93
0.92
0.98
1.00
Flt
Pro
tect
ed0.
990.
981.
001.
00
Sat
d. F
low
(pr
ot)
2517
1205
3227
3471
Flt
Per
mitt
ed0.
860.
811.
000.
88
Sat
d. F
low
(pe
rm)
2189
990
3227
3073
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
4959
8345
069
084
111
424
454
0
RT
OR
Red
uctio
n (v
ph)
035
00
290
00
00
00
Lane
Gro
up F
low
(vp
h)0
156
00
850
095
50
047
80
Con
fl. P
eds.
(#/
hr)
239
582
582
239
530
471
471
530
Hea
vy V
ehic
les
(%)
4%0%
0%0%
2%0%
2%1%
1%0%
2%2%
Tur
n T
ype
Per
mN
AP
erm
NA
NA
Per
mN
A
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
86
Act
uate
d G
reen
, G (
s)20
.020
.056
.056
.0
Effe
ctiv
e G
reen
, g (
s)20
.020
.056
.056
.0
Act
uate
d g/
C R
atio
0.23
0.23
0.64
0.64
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Lane
Grp
Cap
(vp
h)49
722
520
5319
55
v/s
Rat
io P
rot
c0.3
0
v/s
Rat
io P
erm
0.07
c0.0
90.
16
v/c
Rat
io0.
310.
380.
460.
24
Uni
form
Del
ay, d
128
.328
.88.
36.
9
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
1.7
4.8
0.8
0.3
Del
ay (
s)29
.933
.69.
07.
2
Leve
l of S
ervi
ceC
CA
A
App
roac
h D
elay
(s)
29.9
33.6
9.0
7.2
App
roac
h LO
SC
CA
A
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay12
.4H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.44
Act
uate
d C
ycle
Len
gth
(s)
88.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
75.7
%IC
U L
evel
of S
ervi
ceD
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
9: S
ite D
rivew
ay &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 29
Lane
Gro
upE
BT
EB
RW
BL
WB
TN
BL
NB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
00
00
0
Fut
ure
Vol
ume
(vph
)0
00
00
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.5
3.5
3.5
3.5
3.0
3.0
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
1842
00
1842
1739
0
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
1842
00
1842
1739
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)16
1.7
65.2
92.0
Tra
vel T
ime
(s)
12.1
4.9
6.9
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Adj
. Flo
w (
vph)
00
00
00
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
00
00
0
Sig
n C
ontr
olF
ree
Fre
eS
top
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting P
M
9: S
ite D
rivew
ay &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 30
Mov
emen
tE
BT
EB
RW
BL
WB
TN
BL
NB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
00
00
Fut
ure
Vol
ume
(Veh
/h)
00
00
00
Sig
n C
ontr
olF
ree
Fre
eS
top
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)0
00
00
0
Ped
estr
ians
Lane
Wid
th (
m)
Wal
king
Spe
ed (
m/s
)
Per
cent
Blo
ckag
e
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)16
265
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e0
00
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol0
00
tC, s
ingl
e (s
)4.
16.
46.
2
tC, 2
sta
ge (
s)
tF (
s)2.
23.
53.
3
p0 q
ueue
free
%10
010
010
0
cM c
apac
ity (
veh/
h)16
2310
2310
85
Dire
ctio
n, L
ane
#E
B 1
WB
1N
B 1
Vol
ume
Tot
al0
00
Vol
ume
Left
00
0
Vol
ume
Rig
ht0
00
cSH
1700
1700
1700
Vol
ume
to C
apac
ity0.
000.
000.
00
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.0
Con
trol
Del
ay (
s)0.
00.
00.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.0
0.0
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Exis
ting P
M
10: C
um
berland S
t &
Site D
rivew
ay
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 31
Lane
Gro
upE
BL
EB
TW
BT
WB
RS
BL
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
00
00
0
Fut
ure
Vol
ume
(vph
)0
00
00
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.5
3.5
3.5
3.5
3.0
3.0
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
018
4218
420
1739
0
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
018
4218
420
1739
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)16
0.7
64.7
92.0
Tra
vel T
ime
(s)
12.1
4.9
6.9
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Adj
. Flo
w (
vph)
00
00
00
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
00
00
0
Sig
n C
ontr
olF
ree
Fre
eS
top
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting P
M
10: C
um
berland S
t &
Site D
rivew
ay
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 32
Mov
emen
tE
BL
EB
TW
BT
WB
RS
BL
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
00
00
Fut
ure
Vol
ume
(Veh
/h)
00
00
00
Sig
n C
ontr
olF
ree
Fre
eS
top
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)0
00
00
0
Ped
estr
ians
Lane
Wid
th (
m)
Wal
king
Spe
ed (
m/s
)
Per
cent
Blo
ckag
e
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)16
1
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e0
00
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol0
00
tC, s
ingl
e (s
)4.
16.
46.
2
tC, 2
sta
ge (
s)
tF (
s)2.
23.
53.
3
p0 q
ueue
free
%10
010
010
0
cM c
apac
ity (
veh/
h)16
2310
2310
85
Dire
ctio
n, L
ane
#E
B 1
WB
1S
B 1
Vol
ume
Tot
al0
00
Vol
ume
Left
00
0
Vol
ume
Rig
ht0
00
cSH
1700
1700
1700
Vol
ume
to C
apac
ity0.
000.
000.
00
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.0
Con
trol
Del
ay (
s)0.
00.
00.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.0
0.0
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 1
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
634
20
719
50
243
41
591
4
Fut
ure
Vol
ume
(vph
)0
634
20
719
50
243
41
591
4
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r1.
001.
000.
991.
00
Frt
0.99
90.
998
0.99
9
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
033
920
034
190
032
430
034
510
Flt
Per
mitt
ed0.
955
Sat
d. F
low
(pe
rm)
033
920
034
190
032
430
032
950
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
11
1
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)23
2.1
233.
518
9.9
103.
3
Tra
vel T
ime
(s)
17.4
17.5
14.2
7.7
Con
fl. P
eds.
(#/
hr)
715
563
563
715
275
542
542
275
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
7%5%
50%
3%4%
0%15
%9%
25%
0%3%
25%
Adj
. Flo
w (
vph)
070
42
079
96
027
04
165
74
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
706
00
805
00
274
00
662
0
Tur
n T
ype
NA
NA
NA
Per
mN
A
Pro
tect
ed P
hase
s2
64
8
Per
mitt
ed P
hase
s2
64
8
Det
ecto
r P
hase
22
66
44
88
Sw
itch
Pha
se
Min
imum
Initi
al (
s)20
.020
.020
.020
.020
.020
.020
.020
.0
Min
imum
Spl
it (s
)26
.026
.026
.026
.026
.026
.026
.026
.0
Tot
al S
plit
(s)
33.0
33.0
33.0
33.0
31.0
31.0
31.0
31.0
Tot
al S
plit
(%)
34.4
%34
.4%
34.4
%34
.4%
32.3
%32
.3%
32.3
%32
.3%
Yel
low
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
All-
Red
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
5.0
5.0
Lead
/Lag
Lag
Lag
Lag
Lag
Lead
-Lag
Opt
imiz
e?Y
esY
esY
esY
es
Rec
all M
ode
C-M
axC
-Max
Max
Max
Max
Max
Max
Max
Act
Effc
t Gre
en (
s)28
.028
.026
.026
.0
Act
uate
d g/
C R
atio
0.29
0.29
0.27
0.27
v/c
Rat
io0.
710.
810.
310.
74
Con
trol
Del
ay35
.239
.029
.037
.8
Que
ue D
elay
0.0
0.0
0.0
0.0
Tot
al D
elay
35.2
39.0
29.0
37.8
LOS
DD
CD
App
roac
h D
elay
35.2
39.0
29.0
37.8
App
roac
h LO
SD
DC
D
Que
ue L
engt
h 50
th (
m)
61.3
72.5
21.2
58.7
Que
ue L
engt
h 95
th (
m)
81.5
94.7
32.1
78.7
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 2
Lane
Gro
upØ
3Ø
7
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)
Fut
ure
Vol
ume
(vph
)
Idea
l Flo
w (
vphp
l)
Lane
Util
. Fac
tor
Ped
Bik
e F
acto
r
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
Rig
ht T
urn
on R
ed
Sat
d. F
low
(R
TO
R)
Link
Spe
ed (
k/h)
Link
Dis
tanc
e (m
)
Tra
vel T
ime
(s)
Con
fl. P
eds.
(#/
hr)
Pea
k H
our
Fac
tor
Hea
vy V
ehic
les
(%)
Adj
. Flo
w (
vph)
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)
Tur
n T
ype
Pro
tect
ed P
hase
s3
7
Per
mitt
ed P
hase
s
Det
ecto
r P
hase
Sw
itch
Pha
se
Min
imum
Initi
al (
s)28
.028
.0
Min
imum
Spl
it (s
)31
.032
.0
Tot
al S
plit
(s)
32.0
32.0
Tot
al S
plit
(%)
33%
33%
Yel
low
Tim
e (s
)3.
03.
0
All-
Red
Tim
e (s
)0.
00.
0
Lost
Tim
e A
djus
t (s)
Tot
al L
ost T
ime
(s)
Lead
/Lag
Lead
Lead
Lead
-Lag
Opt
imiz
e?Y
esY
es
Rec
all M
ode
Max
Max
Act
Effc
t Gre
en (
s)
Act
uate
d g/
C R
atio
v/c
Rat
io
Con
trol
Del
ay
Que
ue D
elay
Tot
al D
elay
LOS
App
roac
h D
elay
App
roac
h LO
S
Que
ue L
engt
h 50
th (
m)
Que
ue L
engt
h 95
th (
m)
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 3
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Inte
rnal
Lin
k D
ist (
m)
208.
120
9.5
165.
979
.3
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
989
997
879
893
Sta
rvat
ion
Cap
Red
uctn
00
00
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
710.
810.
310.
74
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
6
Act
uate
d C
ycle
Len
gth:
96
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:EB
TL,
Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 8
5
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.81
Inte
rsec
tion
Sig
nal D
elay
: 36.
5In
ters
ectio
n LO
S: D
Inte
rsec
tion
Cap
acity
Util
izat
ion
45.7
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
1: Y
onge
St &
Blo
or S
t
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 4
Lane
Gro
upØ
3Ø
7
Inte
rnal
Lin
k D
ist (
m)
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
Sta
rvat
ion
Cap
Red
uctn
Spi
llbac
k C
ap R
educ
tn
Sto
rage
Cap
Red
uctn
Red
uced
v/c
Rat
io
Inte
rsec
tion
Sum
mar
y
Queues
Futu
re B
ackgro
und A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 5
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)70
680
527
466
2
v/c
Rat
io0.
710.
810.
310.
74
Con
trol
Del
ay35
.239
.029
.037
.8
Que
ue D
elay
0.0
0.0
0.0
0.0
Tot
al D
elay
35.2
39.0
29.0
37.8
Que
ue L
engt
h 50
th (
m)
61.3
72.5
21.2
58.7
Que
ue L
engt
h 95
th (
m)
81.5
94.7
32.1
78.7
Inte
rnal
Lin
k D
ist (
m)
208.
120
9.5
165.
979
.3
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
989
997
879
893
Sta
rvat
ion
Cap
Red
uctn
00
00
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
710.
810.
310.
74
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 6
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
634
20
719
50
243
41
591
4
Fut
ure
Vol
ume
(vph
)0
634
20
719
50
243
41
591
4
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
5.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
0.95
0.95
0.95
0.95
Frp
b, p
ed/b
ikes
1.00
1.00
0.99
1.00
Flp
b, p
ed/b
ikes
1.00
1.00
1.00
1.00
Frt
1.00
1.00
1.00
1.00
Flt
Pro
tect
ed1.
001.
001.
001.
00
Sat
d. F
low
(pr
ot)
3390
3418
3242
3450
Flt
Per
mitt
ed1.
001.
001.
000.
95
Sat
d. F
low
(pe
rm)
3390
3418
3242
3294
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
070
42
079
96
027
04
165
74
RT
OR
Red
uctio
n (v
ph)
00
00
10
01
00
10
Lane
Gro
up F
low
(vp
h)0
706
00
804
00
273
00
661
0
Con
fl. P
eds.
(#/
hr)
715
563
563
715
275
542
542
275
Hea
vy V
ehic
les
(%)
7%5%
50%
3%4%
0%15
%9%
25%
0%3%
25%
Tur
n T
ype
NA
NA
NA
Per
mN
A
Pro
tect
ed P
hase
s2
64
8
Per
mitt
ed P
hase
s2
64
8
Act
uate
d G
reen
, G (
s)27
.027
.025
.025
.0
Effe
ctiv
e G
reen
, g (
s)28
.028
.026
.026
.0
Act
uate
d g/
C R
atio
0.29
0.29
0.27
0.27
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)98
899
687
889
2
v/s
Rat
io P
rot
0.21
c0.2
40.
08
v/s
Rat
io P
erm
c0.2
0
v/c
Rat
io0.
710.
810.
310.
74
Uni
form
Del
ay, d
130
.431
.527
.931
.9
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
4.4
7.0
0.9
5.5
Del
ay (
s)34
.838
.528
.837
.5
Leve
l of S
ervi
ceC
DC
D
App
roac
h D
elay
(s)
34.8
38.5
28.8
37.5
App
roac
h LO
SC
DC
D
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay36
.1H
CM
200
0 Le
vel o
f Ser
vice
D
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.50
Act
uate
d C
ycle
Len
gth
(s)
96.0
Sum
of l
ost t
ime
(s)
13.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
45.7
%IC
U L
evel
of S
ervi
ceA
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 7
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)70
532
106
102
498
8157
426
854
518
58
Fut
ure
Vol
ume
(vph
)70
532
106
102
498
8157
426
854
518
58
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
Sto
rage
Len
gth
(m)
15.2
0.0
13.7
0.0
20.4
0.0
10.4
0.0
Sto
rage
Lan
es1
01
01
01
0
Tap
er L
engt
h (m
)7.
67.
67.
67.
6
Lane
Util
. Fac
tor
1.00
0.95
0.95
1.00
0.95
0.95
1.00
0.95
0.95
1.00
0.95
0.95
Ped
Bik
e F
acto
r0.
870.
950.
910.
950.
881.
000.
900.
97
Frt
0.97
50.
979
0.99
70.
985
Flt
Pro
tect
ed0.
950
0.95
00.
950
0.95
0
Sat
d. F
low
(pr
ot)
1574
3189
016
3632
250
1465
3326
016
3632
500
Flt
Per
mitt
ed0.
408
0.21
30.
345
0.44
7
Sat
d. F
low
(pe
rm)
587
3189
033
532
250
470
3326
069
332
500
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
3229
215
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)28
5.7
232.
113
4.3
102.
4
Tra
vel T
ime
(s)
21.4
17.4
10.1
7.7
Con
fl. P
eds.
(#/
hr)
286
295
295
286
428
191
191
428
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
7%4%
1%3%
3%6%
15%
6%37
%3%
4%9%
Adj
. Flo
w (
vph)
7859
111
811
355
390
6347
39
6057
664
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)78
709
011
364
30
6348
20
6064
00
Tur
n T
ype
Per
mN
Apm
+pt
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
38
26
Per
mitt
ed P
hase
s4
82
6
Det
ecto
r P
hase
44
38
22
66
Sw
itch
Pha
se
Min
imum
Initi
al (
s)23
.023
.06.
023
.022
.022
.023
.023
.0
Min
imum
Spl
it (s
)30
.030
.010
.030
.029
.029
.030
.030
.0
Tot
al S
plit
(s)
39.0
39.0
13.0
52.0
33.0
33.0
33.0
33.0
Tot
al S
plit
(%)
45.9
%45
.9%
15.3
%61
.2%
38.8
%38
.8%
38.8
%38
.8%
Yel
low
Tim
e (s
)3.
03.
03.
04.
03.
03.
03.
03.
0
All-
Red
Tim
e (s
)3.
03.
01.
03.
03.
03.
03.
03.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
6.0
6.0
4.0
7.0
6.0
6.0
6.0
6.0
Lead
/Lag
Lag
Lag
Lead
Lead
-Lag
Opt
imiz
e?Y
esY
esY
es
Rec
all M
ode
Non
eN
one
Non
eN
one
C-M
axC
-Max
C-M
axC
-Max
Act
Effc
t Gre
en (
s)26
.926
.939
.136
.135
.935
.935
.935
.9
Act
uate
d g/
C R
atio
0.32
0.32
0.46
0.42
0.42
0.42
0.42
0.42
v/c
Rat
io0.
420.
690.
410.
460.
320.
340.
200.
46
Con
trol
Del
ay29
.727
.615
.817
.026
.119
.121
.620
.3
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.4
Tot
al D
elay
29.7
27.6
15.8
17.0
26.1
19.1
21.6
20.6
LOS
CC
BB
CB
CC
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 8
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
App
roac
h D
elay
27.9
16.8
19.9
20.7
App
roac
h LO
SC
BB
C
Que
ue L
engt
h 50
th (
m)
10.1
51.0
9.8
34.6
6.9
28.1
6.2
38.7
Que
ue L
engt
h 95
th (
m)
20.9
61.7
15.5
40.6
20.2
45.6
17.2
61.5
Inte
rnal
Lin
k D
ist (
m)
261.
720
8.1
110.
378
.4
Tur
n B
ay L
engt
h (m
)15
.213
.720
.410
.4
Bas
e C
apac
ity (
vph)
227
1257
291
1721
198
1407
293
1382
Sta
rvat
ion
Cap
Red
uctn
00
00
00
029
1
Spi
llbac
k C
ap R
educ
tn0
00
00
00
0
Sto
rage
Cap
Red
uctn
00
00
00
00
Red
uced
v/c
Rat
io0.
340.
560.
390.
370.
320.
340.
200.
59
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 8
5
Act
uate
d C
ycle
Len
gth:
85
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
L, S
tart
of G
reen
Nat
ural
Cyc
le: 7
0
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.69
Inte
rsec
tion
Sig
nal D
elay
: 21.
5In
ters
ectio
n LO
S: C
Inte
rsec
tion
Cap
acity
Util
izat
ion
97.5
%IC
U L
evel
of S
ervi
ce F
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
2: B
ay S
t & B
loor
St
Queues
Futu
re B
ackgro
und A
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 9
Lane
Gro
upE
BL
EB
TW
BL
WB
TN
BL
NB
TS
BL
SB
T
Lane
Gro
up F
low
(vp
h)78
709
113
643
6348
260
640
v/c
Rat
io0.
420.
690.
410.
460.
320.
340.
200.
46
Con
trol
Del
ay29
.727
.615
.817
.026
.119
.121
.620
.3
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.4
Tot
al D
elay
29.7
27.6
15.8
17.0
26.1
19.1
21.6
20.6
Que
ue L
engt
h 50
th (
m)
10.1
51.0
9.8
34.6
6.9
28.1
6.2
38.7
Que
ue L
engt
h 95
th (
m)
20.9
61.7
15.5
40.6
20.2
45.6
17.2
61.5
Inte
rnal
Lin
k D
ist (
m)
261.
720
8.1
110.
378
.4
Tur
n B
ay L
engt
h (m
)15
.213
.720
.410
.4
Bas
e C
apac
ity (
vph)
227
1257
291
1721
198
1407
293
1382
Sta
rvat
ion
Cap
Red
uctn
00
00
00
029
1
Spi
llbac
k C
ap R
educ
tn0
00
00
00
0
Sto
rage
Cap
Red
uctn
00
00
00
00
Red
uced
v/c
Rat
io0.
340.
560.
390.
370.
320.
340.
200.
59
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und A
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 10
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)70
532
106
102
498
8157
426
854
518
58
Fut
ure
Vol
ume
(vph
)70
532
106
102
498
8157
426
854
518
58
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Wid
th
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
Tot
al L
ost t
ime
(s)
6.0
6.0
4.0
7.0
6.0
6.0
6.0
6.0
Lane
Util
. Fac
tor
1.00
0.95
1.00
0.95
1.00
0.95
1.00
0.95
Frp
b, p
ed/b
ikes
1.00
0.95
1.00
0.95
1.00
1.00
1.00
0.97
Flp
b, p
ed/b
ikes
0.87
1.00
0.99
1.00
0.88
1.00
0.90
1.00
Frt
1.00
0.98
1.00
0.98
1.00
1.00
1.00
0.98
Flt
Pro
tect
ed0.
951.
000.
951.
000.
951.
000.
951.
00
Sat
d. F
low
(pr
ot)
1368
3189
1613
3225
1287
3326
1467
3250
Flt
Per
mitt
ed0.
411.
000.
211.
000.
341.
000.
451.
00
Sat
d. F
low
(pe
rm)
587
3189
362
3225
467
3326
690
3250
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
7859
111
811
355
390
6347
39
6057
664
RT
OR
Red
uctio
n (v
ph)
022
00
160
01
00
90
Lane
Gro
up F
low
(vp
h)78
687
011
362
70
6348
10
6063
10
Con
fl. P
eds.
(#/
hr)
286
295
295
286
428
191
191
428
Hea
vy V
ehic
les
(%)
7%4%
1%3%
3%6%
15%
6%37
%3%
4%9%
Tur
n T
ype
Per
mN
Apm
+pt
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
38
26
Per
mitt
ed P
hase
s4
82
6
Act
uate
d G
reen
, G (
s)26
.926
.936
.936
.935
.135
.135
.135
.1
Effe
ctiv
e G
reen
, g (
s)26
.926
.936
.936
.935
.135
.135
.135
.1
Act
uate
d g/
C R
atio
0.32
0.32
0.43
0.43
0.41
0.41
0.41
0.41
Cle
aran
ce T
ime
(s)
6.0
6.0
4.0
7.0
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)18
510
0926
014
0019
213
7328
413
42
v/s
Rat
io P
rot
c0.2
20.
04c0
.19
0.14
c0.1
9
v/s
Rat
io P
erm
0.13
0.15
0.13
0.09
v/c
Rat
io0.
420.
680.
430.
450.
330.
350.
210.
47
Uni
form
Del
ay, d
122
.925
.315
.916
.916
.917
.116
.018
.2
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
1.6
1.9
1.2
0.2
4.5
0.7
1.7
1.2
Del
ay (
s)24
.527
.217
.017
.121
.517
.817
.719
.4
Leve
l of S
ervi
ceC
CB
BC
BB
B
App
roac
h D
elay
(s)
26.9
17.1
18.2
19.2
App
roac
h LO
SC
BB
B
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay20
.6H
CM
200
0 Le
vel o
f Ser
vice
C
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.56
Act
uate
d C
ycle
Len
gth
(s)
85.0
Sum
of l
ost t
ime
(s)
16.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
97.5
%IC
U L
evel
of S
ervi
ceF
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 11
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)13
2616
106
7645
4835
711
972
524
93
Fut
ure
Vol
ume
(vph
)13
2616
106
7645
4835
711
972
524
93
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
920.
880.
940.
94
Frt
0.96
00.
973
0.96
60.
980
Flt
Pro
tect
ed0.
989
0.97
70.
995
0.99
5
Sat
d. F
low
(pr
ot)
015
170
015
850
030
620
031
960
Flt
Per
mitt
ed0.
912
0.82
00.
826
0.82
1
Sat
d. F
low
(pe
rm)
013
630
012
190
025
180
026
150
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
1815
7634
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)20
0.3
152.
895
.511
5.7
Tra
vel T
ime
(s)
15.0
11.5
7.2
8.7
Con
fl. P
eds.
(#/
hr)
182
182
182
182
144
7676
144
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
0%3%
31%
14%
2%5%
10%
8%2%
0%4%
3%
Adj
. Flo
w (
vph)
1429
1811
884
5053
397
132
8058
210
3
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
610
025
20
058
20
076
50
Tur
n T
ype
Per
mN
AP
erm
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
82
6
Det
ecto
r P
hase
44
88
22
66
Sw
itch
Pha
se
Min
imum
Initi
al (
s)24
.024
.024
.024
.017
.017
.017
.017
.0
Min
imum
Spl
it (s
)30
.030
.030
.030
.023
.023
.023
.023
.0
Tot
al S
plit
(s)
31.0
31.0
31.0
31.0
54.0
54.0
54.0
54.0
Tot
al S
plit
(%)
36.5
%36
.5%
36.5
%36
.5%
63.5
%63
.5%
63.5
%63
.5%
Yel
low
Tim
e (s
)4.
04.
04.
04.
04.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
02.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
5.0
5.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Rec
all M
ode
Non
eN
one
Non
eN
one
C-M
axC
-Max
C-M
axC
-Max
Act
Effc
t Gre
en (
s)25
.425
.449
.649
.6
Act
uate
d g/
C R
atio
0.30
0.30
0.58
0.58
v/c
Rat
io0.
150.
670.
390.
50
Con
trol
Del
ay17
.534
.79.
111
.3
Que
ue D
elay
0.0
0.0
0.6
0.0
Tot
al D
elay
17.5
34.7
9.7
11.3
LOS
BC
AB
App
roac
h D
elay
17.5
34.7
9.7
11.3
App
roac
h LO
SB
CA
B
Que
ue L
engt
h 50
th (
m)
5.1
33.8
20.5
33.0
Que
ue L
engt
h 95
th (
m)
13.8
59.1
31.6
48.0
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 12
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Inte
rnal
Lin
k D
ist (
m)
176.
312
8.8
71.5
91.7
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
429
383
1500
1540
Sta
rvat
ion
Cap
Red
uctn
00
528
0
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
140.
660.
600.
50
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 8
5
Act
uate
d C
ycle
Len
gth:
85
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
L, S
tart
of G
reen
Nat
ural
Cyc
le: 5
5
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.67
Inte
rsec
tion
Sig
nal D
elay
: 14.
5In
ters
ectio
n LO
S: B
Inte
rsec
tion
Cap
acity
Util
izat
ion
70.0
%IC
U L
evel
of S
ervi
ce C
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
3: B
ay S
t & Y
orkv
ille
Ave
Queues
Futu
re B
ackgro
und A
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 13
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)61
252
582
765
v/c
Rat
io0.
150.
670.
390.
50
Con
trol
Del
ay17
.534
.79.
111
.3
Que
ue D
elay
0.0
0.0
0.6
0.0
Tot
al D
elay
17.5
34.7
9.7
11.3
Que
ue L
engt
h 50
th (
m)
5.1
33.8
20.5
33.0
Que
ue L
engt
h 95
th (
m)
13.8
59.1
31.6
48.0
Inte
rnal
Lin
k D
ist (
m)
176.
312
8.8
71.5
91.7
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
429
383
1500
1540
Sta
rvat
ion
Cap
Red
uctn
00
528
0
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
140.
660.
600.
50
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und A
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 14
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)13
2616
106
7645
4835
711
972
524
93
Fut
ure
Vol
ume
(vph
)13
2616
106
7645
4835
711
972
524
93
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
5.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.94
0.96
0.95
0.95
Flp
b, p
ed/b
ikes
0.97
0.92
0.99
0.99
Frt
0.96
0.97
0.97
0.98
Flt
Pro
tect
ed0.
990.
981.
000.
99
Sat
d. F
low
(pr
ot)
1478
1453
3034
3168
Flt
Per
mitt
ed0.
910.
820.
830.
82
Sat
d. F
low
(pe
rm)
1363
1220
2517
2614
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
1429
1811
884
5053
397
132
8058
210
3
RT
OR
Red
uctio
n (v
ph)
013
00
110
032
00
140
Lane
Gro
up F
low
(vp
h)0
480
024
10
055
00
075
10
Con
fl. P
eds.
(#/
hr)
182
182
182
182
144
7676
144
Hea
vy V
ehic
les
(%)
0%3%
31%
14%
2%5%
10%
8%2%
0%4%
3%
Tur
n T
ype
Per
mN
AP
erm
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
82
6
Act
uate
d G
reen
, G (
s)24
.424
.448
.648
.6
Effe
ctiv
e G
reen
, g (
s)25
.425
.449
.649
.6
Act
uate
d g/
C R
atio
0.30
0.30
0.58
0.58
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)40
736
414
6815
25
v/s
Rat
io P
rot
v/s
Rat
io P
erm
0.04
c0.2
00.
22c0
.29
v/c
Rat
io0.
120.
660.
370.
49
Uni
form
Del
ay, d
121
.726
.19.
410
.3
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
0.1
4.5
0.7
1.1
Del
ay (
s)21
.830
.610
.211
.5
Leve
l of S
ervi
ceC
CB
B
App
roac
h D
elay
(s)
21.8
30.6
10.2
11.5
App
roac
h LO
SC
CB
B
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay14
.3H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.55
Act
uate
d C
ycle
Len
gth
(s)
85.0
Sum
of l
ost t
ime
(s)
10.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
70.0
%IC
U L
evel
of S
ervi
ceC
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
4: Y
onge S
t &
Colli
er
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 15
Lane
Gro
upW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
026
036
769
2
Fut
ure
Vol
ume
(vph
)0
026
036
769
2
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r
Frt
0.98
2
Flt
Pro
tect
ed0.
999
Sat
d. F
low
(pr
ot)
00
3358
00
3463
Flt
Per
mitt
ed0.
999
Sat
d. F
low
(pe
rm)
00
3358
00
3463
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)11
1.8
22.2
163.
1
Tra
vel T
ime
(s)
8.4
1.7
12.2
Con
fl. P
eds.
(#/
hr)
712
712
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
2%2%
5%0%
0%3%
Adj
. Flo
w (
vph)
00
289
408
769
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
032
90
077
7
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
27.4
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und A
M
4: Y
onge S
t &
Colli
er
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 16
Mov
emen
tW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
260
367
692
Fut
ure
Vol
ume
(Veh
/h)
00
260
367
692
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)0
028
940
876
9
Ped
estr
ians
712
Lane
Wid
th (
m)
0.0
Wal
king
Spe
ed (
m/s
)1.
1
Per
cent
Blo
ckag
e0
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)22
pX, p
lato
on u
nblo
cked
0.97
0.97
0.97
vC, c
onfli
ctin
g vo
lum
e14
2287
610
41
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol13
8082
098
9
tC, s
ingl
e (s
)6.
86.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%10
010
099
cM c
apac
ity (
veh/
h)13
031
068
9
Dire
ctio
n, L
ane
#N
B 1
NB
2S
B 1
SB
2
Vol
ume
Tot
al19
313
626
451
3
Vol
ume
Left
00
80
Vol
ume
Rig
ht0
400
0
cSH
1700
1700
689
1700
Vol
ume
to C
apac
ity0.
110.
080.
010.
30
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.3
0.0
Con
trol
Del
ay (
s)0.
00.
00.
40.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.2
App
roac
h LO
S
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.1
Inte
rsec
tion
Cap
acity
Util
izat
ion
27.4
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
5: Y
onge S
t &
Asquith A
venue
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 17
Lane
Gro
upW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)13
2425
563
3450
5
Fut
ure
Vol
ume
(vph
)13
2425
563
3450
5
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r
Frt
0.91
10.
970
Flt
Pro
tect
ed0.
983
0.99
7
Sat
d. F
low
(pr
ot)
1557
032
010
035
26
Flt
Per
mitt
ed0.
983
0.99
7
Sat
d. F
low
(pe
rm)
1557
032
010
035
26
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)19
1.3
15.7
76.1
Tra
vel T
ime
(s)
14.3
1.2
5.7
Con
fl. P
eds.
(#/
hr)
805
805
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
2%2%
7%13
%0%
1%
Adj
. Flo
w (
vph)
1427
283
7038
561
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)41
035
30
059
9
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
41.6
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und A
M
5: Y
onge S
t &
Asquith A
venue
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 18
Mov
emen
tW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
1324
255
6334
505
Fut
ure
Vol
ume
(Veh
/h)
1324
255
6334
505
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)14
2728
370
3856
1
Ped
estr
ians
805
Lane
Wid
th (
m)
3.0
Wal
king
Spe
ed (
m/s
)1.
1
Per
cent
Blo
ckag
e61
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)11
976
pX, p
lato
on u
nblo
cked
0.93
vC, c
onfli
ctin
g vo
lum
e14
8098
211
58
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol13
6798
211
58
tC, s
ingl
e (s
)6.
86.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%67
7284
cM c
apac
ity (
veh/
h)42
9723
8
Dire
ctio
n, L
ane
#W
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al41
189
164
225
374
Vol
ume
Left
140
038
0
Vol
ume
Rig
ht27
070
00
cSH
6717
0017
0023
817
00
Vol
ume
to C
apac
ity0.
610.
110.
100.
160.
22
Que
ue L
engt
h 95
th (
m)
19.9
0.0
0.0
4.2
0.0
Con
trol
Del
ay (
s)12
0.7
0.0
0.0
7.3
0.0
Lane
LO
SF
A
App
roac
h D
elay
(s)
120.
70.
02.
7
App
roac
h LO
SF
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
6.6
Inte
rsec
tion
Cap
acity
Util
izat
ion
41.6
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 19
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)66
3541
220
516
175
Fut
ure
Vol
ume
(vph
)66
3541
220
516
175
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
790.
980.
88
Frt
0.95
30.
962
Flt
Pro
tect
ed0.
968
0.99
2
Sat
d. F
low
(pr
ot)
1458
00
3337
2915
0
Flt
Per
mitt
ed0.
968
0.78
5
Sat
d. F
low
(pe
rm)
1251
00
2578
2915
0
Rig
ht T
urn
on R
edY
esY
es
Sat
d. F
low
(R
TO
R)
3010
7
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)74
.176
.122
.2
Tra
vel T
ime
(s)
5.6
5.7
1.7
Con
fl. P
eds.
(#/
hr)
162
170
180
180
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
3%3%
12%
5%3%
4%
Adj
. Flo
w (
vph)
7339
4624
457
319
4
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)11
20
029
076
70
Tur
n T
ype
Pro
tP
erm
NA
NA
Pro
tect
ed P
hase
s4
26
Per
mitt
ed P
hase
s2
Min
imum
Spl
it (s
)24
.022
.022
.022
.0
Tot
al S
plit
(s)
25.0
60.0
60.0
60.0
Tot
al S
plit
(%)
29.4
%70
.6%
70.6
%70
.6%
Yel
low
Tim
e (s
)3.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
5.0
6.0
6.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Act
Effc
t Gre
en (
s)20
.054
.054
.0
Act
uate
d g/
C R
atio
0.24
0.64
0.64
v/c
Rat
io0.
310.
180.
41
Con
trol
Del
ay22
.46.
77.
2
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
22.4
6.7
7.2
LOS
CA
A
App
roac
h D
elay
22.4
6.7
7.2
App
roac
h LO
SC
AA
Que
ue L
engt
h 50
th (
m)
10.8
9.0
23.9
Que
ue L
engt
h 95
th (
m)
24.6
14.1
34.1
Inte
rnal
Lin
k D
ist (
m)
50.1
52.1
0.1
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
366
1637
1890
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 20
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
310.
180.
41
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 8
5
Act
uate
d C
ycle
Len
gth:
85
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
, Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 5
0
Con
trol
Typ
e: P
retim
ed
Max
imum
v/c
Rat
io: 0
.41
Inte
rsec
tion
Sig
nal D
elay
: 8.5
Inte
rsec
tion
LOS
: A
Inte
rsec
tion
Cap
acity
Util
izat
ion
61.1
%IC
U L
evel
of S
ervi
ce B
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
6: Y
onge
St &
Yor
kvill
e A
ve
Queues
Futu
re B
ackgro
und A
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 21
Lane
Gro
upE
BL
NB
TS
BT
Lane
Gro
up F
low
(vp
h)11
229
076
7
v/c
Rat
io0.
310.
180.
41
Con
trol
Del
ay22
.46.
77.
2
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
22.4
6.7
7.2
Que
ue L
engt
h 50
th (
m)
10.8
9.0
23.9
Que
ue L
engt
h 95
th (
m)
24.6
14.1
34.1
Inte
rnal
Lin
k D
ist (
m)
50.1
52.1
0.1
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
366
1637
1890
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
310.
180.
41
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und A
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 22
Mov
emen
tE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)66
3541
220
516
175
Fut
ure
Vol
ume
(vph
)66
3541
220
516
175
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th
3.0
3.0
3.5
3.5
3.5
3.5
Tot
al L
ost t
ime
(s)
5.0
6.0
6.0
Lane
Util
. Fac
tor
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.92
1.00
0.88
Flp
b, p
ed/b
ikes
1.00
0.98
1.00
Frt
0.95
1.00
0.96
Flt
Pro
tect
ed0.
970.
991.
00
Sat
d. F
low
(pr
ot)
1459
3259
2915
Flt
Per
mitt
ed0.
970.
781.
00
Sat
d. F
low
(pe
rm)
1459
2578
2915
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
7339
4624
457
319
4
RT
OR
Red
uctio
n (v
ph)
230
00
390
Lane
Gro
up F
low
(vp
h)89
00
290
728
0
Con
fl. P
eds.
(#/
hr)
162
170
180
180
Hea
vy V
ehic
les
(%)
3%3%
12%
5%3%
4%
Tur
n T
ype
Pro
tP
erm
NA
NA
Pro
tect
ed P
hase
s4
26
Per
mitt
ed P
hase
s2
Act
uate
d G
reen
, G (
s)20
.054
.054
.0
Effe
ctiv
e G
reen
, g (
s)20
.054
.054
.0
Act
uate
d g/
C R
atio
0.24
0.64
0.64
Cle
aran
ce T
ime
(s)
5.0
6.0
6.0
Lane
Grp
Cap
(vp
h)34
316
3718
51
v/s
Rat
io P
rot
c0.0
6c0
.25
v/s
Rat
io P
erm
0.11
v/c
Rat
io0.
260.
180.
39
Uni
form
Del
ay, d
126
.56.
47.
5
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
1.8
0.2
0.6
Del
ay (
s)28
.36.
68.
2
Leve
l of S
ervi
ceC
AA
App
roac
h D
elay
(s)
28.3
6.6
8.2
App
roac
h LO
SC
AA
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay9.
7H
CM
200
0 Le
vel o
f Ser
vice
A
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.36
Act
uate
d C
ycle
Len
gth
(s)
85.0
Sum
of l
ost t
ime
(s)
11.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
61.1
%IC
U L
evel
of S
ervi
ceB
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
7: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 23
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)67
065
00
00
253
00
517
0
Fut
ure
Vol
ume
(vph
)67
065
00
00
253
00
517
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
0.95
0.95
0.95
1.00
1.00
1.00
1.00
0.95
0.95
1.00
0.95
0.95
Ped
Bik
e F
acto
r0.
98
Frt
0.92
6
Flt
Pro
tect
ed0.
975
Sat
d. F
low
(pr
ot)
028
710
018
420
033
360
035
000
Flt
Per
mitt
ed0.
815
Sat
d. F
low
(pe
rm)
023
730
018
420
033
360
035
000
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
72
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)19
0.2
155.
610
2.4
95.5
Tra
vel T
ime
(s)
14.3
11.7
7.7
7.2
Con
fl. P
eds.
(#/
hr)
201
136
136
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
13%
2%10
%2%
2%2%
2%7%
2%2%
2%2%
Adj
. Flo
w (
vph)
740
720
00
028
10
057
40
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
146
00
00
028
10
057
40
Tur
n T
ype
Per
mN
AN
AN
A
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
8
Min
imum
Spl
it (s
)25
.025
.025
.025
.029
.029
.0
Tot
al S
plit
(s)
26.0
26.0
26.0
26.0
46.0
46.0
Tot
al S
plit
(%)
36.1
%36
.1%
36.1
%36
.1%
63.9
%63
.9%
Yel
low
Tim
e (s
)4.
04.
04.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
6.0
6.0
6.0
6.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Act
Effc
t Gre
en (
s)20
.040
.040
.0
Act
uate
d g/
C R
atio
0.28
0.56
0.56
v/c
Rat
io0.
210.
150.
30
Con
trol
Del
ay11
.78.
09.
0
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
11.7
8.0
9.0
LOS
BA
A
App
roac
h D
elay
11.7
8.0
9.0
App
roac
h LO
SB
AA
Que
ue L
engt
h 50
th (
m)
3.8
8.8
19.8
Que
ue L
engt
h 95
th (
m)
10.3
14.2
28.4
Inte
rnal
Lin
k D
ist (
m)
166.
213
1.6
78.4
71.5
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
711
1853
1944
Sta
rvat
ion
Cap
Red
uctn
00
0
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
7: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 24
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
210.
150.
30
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 7
2
Act
uate
d C
ycle
Len
gth:
72
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
T a
nd 6
:SB
T, S
tart
of G
reen
Nat
ural
Cyc
le: 5
5
Con
trol
Typ
e: P
retim
ed
Max
imum
v/c
Rat
io: 0
.30
Inte
rsec
tion
Sig
nal D
elay
: 9.1
Inte
rsec
tion
LOS
: A
Inte
rsec
tion
Cap
acity
Util
izat
ion
45.0
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
7: B
ay S
t & C
umbe
rland
St
Queues
Futu
re B
ackgro
und A
M
7: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 25
Lane
Gro
upE
BT
NB
TS
BT
Lane
Gro
up F
low
(vp
h)14
628
157
4
v/c
Rat
io0.
210.
150.
30
Con
trol
Del
ay11
.78.
09.
0
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
11.7
8.0
9.0
Que
ue L
engt
h 50
th (
m)
3.8
8.8
19.8
Que
ue L
engt
h 95
th (
m)
10.3
14.2
28.4
Inte
rnal
Lin
k D
ist (
m)
166.
278
.471
.5
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
711
1853
1944
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
210.
150.
30
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und A
M
7: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 26
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)67
065
00
00
253
00
517
0
Fut
ure
Vol
ume
(vph
)67
065
00
00
253
00
517
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
6.0
6.0
6.0
Lane
Util
. Fac
tor
0.95
0.95
0.95
Frp
b, p
ed/b
ikes
0.99
1.00
1.00
Flp
b, p
ed/b
ikes
0.99
1.00
1.00
Frt
0.93
1.00
1.00
Flt
Pro
tect
ed0.
981.
001.
00
Sat
d. F
low
(pr
ot)
2839
3336
3500
Flt
Per
mitt
ed0.
821.
001.
00
Sat
d. F
low
(pe
rm)
2374
3336
3500
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
740
720
00
028
10
057
40
RT
OR
Red
uctio
n (v
ph)
052
00
00
00
00
00
Lane
Gro
up F
low
(vp
h)0
940
00
00
281
00
574
0
Con
fl. P
eds.
(#/
hr)
201
136
136
Hea
vy V
ehic
les
(%)
13%
2%10
%2%
2%2%
2%7%
2%2%
2%2%
Tur
n T
ype
Per
mN
AN
AN
A
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
8
Act
uate
d G
reen
, G (
s)20
.040
.040
.0
Effe
ctiv
e G
reen
, g (
s)20
.040
.040
.0
Act
uate
d g/
C R
atio
0.28
0.56
0.56
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
Lane
Grp
Cap
(vp
h)65
918
5319
44
v/s
Rat
io P
rot
0.08
c0.1
6
v/s
Rat
io P
erm
c0.0
4
v/c
Rat
io0.
140.
150.
30
Uni
form
Del
ay, d
119
.67.
88.
5
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
0.5
0.2
0.4
Del
ay (
s)20
.07.
98.
9
Leve
l of S
ervi
ceC
AA
App
roac
h D
elay
(s)
20.0
0.0
7.9
8.9
App
roac
h LO
SC
AA
A
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay10
.2H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.24
Act
uate
d C
ycle
Len
gth
(s)
72.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
45.0
%IC
U L
evel
of S
ervi
ceA
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
8: Y
onge S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 27
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)27
670
483
594
0
Fut
ure
Vol
ume
(vph
)27
670
483
594
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
1.00
0.95
0.95
1.00
Ped
Bik
e F
acto
r
Frt
0.90
4
Flt
Pro
tect
ed0.
986
Sat
d. F
low
(pr
ot)
1556
00
3305
3400
0
Flt
Per
mitt
ed0.
986
Sat
d. F
low
(pe
rm)
1556
00
3305
3400
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)69
.810
3.3
15.7
Tra
vel T
ime
(s)
5.2
7.7
1.2
Con
fl. P
eds.
(#/
hr)
148
341
313
313
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
3%1%
2%8%
5%0%
Adj
. Flo
w (
vph)
3074
053
766
00
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)10
40
053
766
00
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
36.4
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und A
M
8: Y
onge S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 28
Mov
emen
tE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
2767
048
359
40
Fut
ure
Vol
ume
(Veh
/h)
2767
048
359
40
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)30
740
537
660
0
Ped
estr
ians
313
341
148
Lane
Wid
th (
m)
3.0
3.5
3.5
Wal
king
Spe
ed (
m/s
)1.
11.
11.
1
Per
cent
Blo
ckag
e24
3013
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)10
392
pX, p
lato
on u
nblo
cked
0.95
vC, c
onfli
ctin
g vo
lum
e13
9098
497
3
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol12
9998
497
3
tC, s
ingl
e (s
)6.
96.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%69
4410
0
cM c
apac
ity (
veh/
h)95
133
537
Dire
ctio
n, L
ane
#E
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al10
426
826
833
033
0
Vol
ume
Left
300
00
0
Vol
ume
Rig
ht74
00
00
cSH
119
1700
1700
1700
1700
Vol
ume
to C
apac
ity0.
870.
160.
160.
190.
19
Que
ue L
engt
h 95
th (
m)
40.7
0.0
0.0
0.0
0.0
Con
trol
Del
ay (
s)11
8.9
0.0
0.0
0.0
0.0
Lane
LO
SF
App
roac
h D
elay
(s)
118.
90.
00.
0
App
roac
h LO
SF
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
9.5
Inte
rsec
tion
Cap
acity
Util
izat
ion
36.4
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
9: S
ite D
rivew
ay &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 29
Lane
Gro
upE
BT
EB
RW
BL
WB
TN
BL
NB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
00
00
0
Fut
ure
Vol
ume
(vph
)0
00
00
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.5
3.5
3.5
3.5
3.0
3.0
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
1842
00
1842
1739
0
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
1842
00
1842
1739
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)15
2.8
74.1
91.9
Tra
vel T
ime
(s)
11.5
5.6
6.9
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Adj
. Flo
w (
vph)
00
00
00
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
00
00
0
Sig
n C
ontr
olF
ree
Fre
eS
top
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und A
M
9: S
ite D
rivew
ay &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 30
Mov
emen
tE
BT
EB
RW
BL
WB
TN
BL
NB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
00
00
Fut
ure
Vol
ume
(Veh
/h)
00
00
00
Sig
n C
ontr
olF
ree
Fre
eS
top
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)0
00
00
0
Ped
estr
ians
Lane
Wid
th (
m)
Wal
king
Spe
ed (
m/s
)
Per
cent
Blo
ckag
e
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)15
374
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e0
00
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol0
00
tC, s
ingl
e (s
)4.
16.
46.
2
tC, 2
sta
ge (
s)
tF (
s)2.
23.
53.
3
p0 q
ueue
free
%10
010
010
0
cM c
apac
ity (
veh/
h)16
2310
2310
85
Dire
ctio
n, L
ane
#E
B 1
WB
1N
B 1
Vol
ume
Tot
al0
00
Vol
ume
Left
00
0
Vol
ume
Rig
ht0
00
cSH
1700
1700
1700
Vol
ume
to C
apac
ity0.
000.
000.
00
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.0
Con
trol
Del
ay (
s)0.
00.
00.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.0
0.0
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und A
M
10: C
um
berland S
t &
Site D
rivew
ay
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 31
Lane
Gro
upE
BL
EB
TW
BT
WB
RS
BL
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
00
00
0
Fut
ure
Vol
ume
(vph
)0
00
00
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.5
3.5
3.5
3.5
3.0
3.0
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
018
4218
420
1739
0
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
018
4218
420
1739
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)15
5.6
69.8
91.9
Tra
vel T
ime
(s)
11.7
5.2
6.9
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Adj
. Flo
w (
vph)
00
00
00
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
00
00
0
Sig
n C
ontr
olF
ree
Fre
eS
top
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und A
M
10: C
um
berland S
t &
Site D
rivew
ay
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 32
Mov
emen
tE
BL
EB
TW
BT
WB
RS
BL
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
00
00
Fut
ure
Vol
ume
(Veh
/h)
00
00
00
Sig
n C
ontr
olF
ree
Fre
eS
top
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)0
00
00
0
Ped
estr
ians
Lane
Wid
th (
m)
Wal
king
Spe
ed (
m/s
)
Per
cent
Blo
ckag
e
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)15
5
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e0
00
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol0
00
tC, s
ingl
e (s
)4.
16.
46.
2
tC, 2
sta
ge (
s)
tF (
s)2.
23.
53.
3
p0 q
ueue
free
%10
010
010
0
cM c
apac
ity (
veh/
h)16
2310
2310
85
Dire
ctio
n, L
ane
#E
B 1
WB
1S
B 1
Vol
ume
Tot
al0
00
Vol
ume
Left
00
0
Vol
ume
Rig
ht0
00
cSH
1700
1700
1700
Vol
ume
to C
apac
ity0.
000.
000.
00
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.0
Con
trol
Del
ay (
s)0.
00.
00.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.0
0.0
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 1
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)1
701
90
649
50
546
101
461
17
Fut
ure
Vol
ume
(vph
)1
701
90
649
50
546
101
461
17
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
991.
000.
990.
98
Frt
0.99
80.
999
0.99
70.
995
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
035
050
035
120
034
550
034
440
Flt
Per
mitt
ed0.
955
0.95
4
Sat
d. F
low
(pe
rm)
033
470
035
120
034
550
032
840
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
11
24
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)23
2.1
233.
518
9.9
103.
3
Tra
vel T
ime
(s)
17.4
17.5
14.2
7.7
Con
fl. P
eds.
(#/
hr)
1751
1320
1320
1751
1116
1271
1271
1116
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%1%
0%2%
1%20
%2%
2%0%
0%1%
5%
Adj
. Flo
w (
vph)
173
89
068
35
057
511
148
518
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
748
00
688
00
586
00
504
0
Tur
n T
ype
Per
mN
AN
AN
AP
erm
NA
Pro
tect
ed P
hase
s2
64
8
Per
mitt
ed P
hase
s2
64
8
Det
ecto
r P
hase
22
66
44
88
Sw
itch
Pha
se
Min
imum
Initi
al (
s)20
.020
.020
.020
.020
.020
.020
.020
.0
Min
imum
Spl
it (s
)26
.026
.026
.026
.026
.026
.026
.026
.0
Tot
al S
plit
(s)
33.0
33.0
33.0
33.0
31.0
31.0
31.0
31.0
Tot
al S
plit
(%)
34.4
%34
.4%
34.4
%34
.4%
32.3
%32
.3%
32.3
%32
.3%
Yel
low
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
All-
Red
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
5.0
5.0
Lead
/Lag
Lag
Lag
Lag
Lag
Lead
-Lag
Opt
imiz
e?Y
esY
esY
esY
es
Rec
all M
ode
C-M
axC
-Max
Non
eN
one
Non
eN
one
Non
eN
one
Act
Effc
t Gre
en (
s)61
.961
.924
.124
.1
Act
uate
d g/
C R
atio
0.64
0.64
0.25
0.25
v/c
Rat
io0.
350.
300.
680.
61
Con
trol
Del
ay8.
78.
436
.234
.6
Que
ue D
elay
0.0
0.0
0.0
0.0
Tot
al D
elay
8.7
8.4
36.2
34.6
LOS
AA
DC
App
roac
h D
elay
8.7
8.4
36.2
34.6
App
roac
h LO
SA
AD
C
Que
ue L
engt
h 50
th (
m)
29.0
25.7
52.3
43.8
Que
ue L
engt
h 95
th (
m)
47.0
41.8
64.1
55.0
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 2
Lane
Gro
upØ
3Ø
7
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)
Fut
ure
Vol
ume
(vph
)
Idea
l Flo
w (
vphp
l)
Lane
Util
. Fac
tor
Ped
Bik
e F
acto
r
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
Rig
ht T
urn
on R
ed
Sat
d. F
low
(R
TO
R)
Link
Spe
ed (
k/h)
Link
Dis
tanc
e (m
)
Tra
vel T
ime
(s)
Con
fl. P
eds.
(#/
hr)
Pea
k H
our
Fac
tor
Hea
vy V
ehic
les
(%)
Adj
. Flo
w (
vph)
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)
Tur
n T
ype
Pro
tect
ed P
hase
s3
7
Per
mitt
ed P
hase
s
Det
ecto
r P
hase
Sw
itch
Pha
se
Min
imum
Initi
al (
s)28
.028
.0
Min
imum
Spl
it (s
)31
.032
.0
Tot
al S
plit
(s)
32.0
32.0
Tot
al S
plit
(%)
33%
33%
Yel
low
Tim
e (s
)2.
03.
5
All-
Red
Tim
e (s
)0.
00.
0
Lost
Tim
e A
djus
t (s)
Tot
al L
ost T
ime
(s)
Lead
/Lag
Lead
Lead
Lead
-Lag
Opt
imiz
e?Y
esY
es
Rec
all M
ode
Non
eN
one
Act
Effc
t Gre
en (
s)
Act
uate
d g/
C R
atio
v/c
Rat
io
Con
trol
Del
ay
Que
ue D
elay
Tot
al D
elay
LOS
App
roac
h D
elay
App
roac
h LO
S
Que
ue L
engt
h 50
th (
m)
Que
ue L
engt
h 95
th (
m)
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 3
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Inte
rnal
Lin
k D
ist (
m)
208.
120
9.5
165.
979
.3
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
2159
2266
961
915
Sta
rvat
ion
Cap
Red
uctn
00
00
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
350.
300.
610.
55
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
6
Act
uate
d C
ycle
Len
gth:
96
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:EB
TL,
Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 8
5
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.68
Inte
rsec
tion
Sig
nal D
elay
: 20.
2In
ters
ectio
n LO
S: C
Inte
rsec
tion
Cap
acity
Util
izat
ion
45.5
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
1: Y
onge
St &
Blo
or S
t
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 4
Lane
Gro
upØ
3Ø
7
Inte
rnal
Lin
k D
ist (
m)
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
Sta
rvat
ion
Cap
Red
uctn
Spi
llbac
k C
ap R
educ
tn
Sto
rage
Cap
Red
uctn
Red
uced
v/c
Rat
io
Inte
rsec
tion
Sum
mar
y
Queues
Futu
re B
ackgro
und P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 5
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)74
868
858
650
4
v/c
Rat
io0.
350.
300.
680.
61
Con
trol
Del
ay8.
78.
436
.234
.6
Que
ue D
elay
0.0
0.0
0.0
0.0
Tot
al D
elay
8.7
8.4
36.2
34.6
Que
ue L
engt
h 50
th (
m)
29.0
25.7
52.3
43.8
Que
ue L
engt
h 95
th (
m)
47.0
41.8
64.1
55.0
Inte
rnal
Lin
k D
ist (
m)
208.
120
9.5
165.
979
.3
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
2159
2266
961
915
Sta
rvat
ion
Cap
Red
uctn
00
00
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
350.
300.
610.
55
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 6
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)1
701
90
649
50
546
101
461
17
Fut
ure
Vol
ume
(vph
)1
701
90
649
50
546
101
461
17
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
5.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
0.95
0.95
0.95
0.95
Frp
b, p
ed/b
ikes
0.99
1.00
0.99
0.98
Flp
b, p
ed/b
ikes
1.00
1.00
1.00
1.00
Frt
1.00
1.00
1.00
0.99
Flt
Pro
tect
ed1.
001.
001.
001.
00
Sat
d. F
low
(pr
ot)
3505
3512
3456
3441
Flt
Per
mitt
ed0.
951.
001.
000.
95
Sat
d. F
low
(pe
rm)
3346
3512
3456
3283
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
173
89
068
35
057
511
148
518
RT
OR
Red
uctio
n (v
ph)
00
00
00
01
00
30
Lane
Gro
up F
low
(vp
h)0
748
00
688
00
585
00
501
0
Con
fl. P
eds.
(#/
hr)
1751
1320
1320
1751
1116
1271
1271
1116
Hea
vy V
ehic
les
(%)
0%1%
0%2%
1%20
%2%
2%0%
0%1%
5%
Tur
n T
ype
Per
mN
AN
AN
AP
erm
NA
Pro
tect
ed P
hase
s2
64
8
Per
mitt
ed P
hase
s2
64
8
Act
uate
d G
reen
, G (
s)60
.960
.923
.123
.1
Effe
ctiv
e G
reen
, g (
s)61
.961
.924
.124
.1
Act
uate
d g/
C R
atio
0.64
0.64
0.25
0.25
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)21
5722
6486
782
4
v/s
Rat
io P
rot
0.20
c0.1
7
v/s
Rat
io P
erm
c0.2
20.
15
v/c
Rat
io0.
350.
300.
670.
61
Uni
form
Del
ay, d
17.
87.
532
.431
.8
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
0.4
0.1
2.1
1.3
Del
ay (
s)8.
27.
634
.533
.1
Leve
l of S
ervi
ceA
AC
C
App
roac
h D
elay
(s)
8.2
7.6
34.5
33.1
App
roac
h LO
SA
AC
C
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay19
.1H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.46
Act
uate
d C
ycle
Len
gth
(s)
96.0
Sum
of l
ost t
ime
(s)
13.5
Inte
rsec
tion
Cap
acity
Util
izat
ion
45.5
%IC
U L
evel
of S
ervi
ceA
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 7
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)72
514
6995
475
101
137
853
996
417
104
Fut
ure
Vol
ume
(vph
)72
514
6995
475
101
137
853
996
417
104
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
Sto
rage
Len
gth
(m)
15.2
0.0
13.7
0.0
20.4
0.0
10.4
0.0
Sto
rage
Lan
es1
01
01
01
0
Tap
er L
engt
h (m
)7.
67.
67.
67.
6
Lane
Util
. Fac
tor
1.00
0.95
0.95
1.00
0.95
0.95
1.00
0.95
0.95
1.00
0.95
0.95
Ped
Bik
e F
acto
r0.
840.
950.
850.
920.
841.
000.
900.
91
Frt
0.98
20.
974
0.99
90.
970
Flt
Pro
tect
ed0.
950
0.95
00.
950
0.95
0
Sat
d. F
low
(pr
ot)
1685
3307
016
3631
770
1685
3518
016
6830
900
Flt
Per
mitt
ed0.
340
0.34
20.
290
0.31
4
Sat
d. F
low
(pe
rm)
506
3307
050
331
770
432
3518
049
430
900
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
194
137
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)28
5.7
232.
113
4.3
102.
4
Tra
vel T
ime
(s)
21.4
17.4
10.1
7.7
Con
fl. P
eds.
(#/
hr)
845
695
695
845
966
546
546
966
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%1%
0%3%
1%1%
0%1%
0%1%
1%4%
Adj
. Flo
w (
vph)
7654
173
100
500
106
144
898
910
143
910
9
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)76
614
010
060
60
144
907
010
154
80
Tur
n T
ype
Per
mN
AP
erm
NA
pm+
ptN
AP
erm
NA
Pro
tect
ed P
hase
s4
85
26
Per
mitt
ed P
hase
s4
82
6
Det
ecto
r P
hase
44
88
52
66
Sw
itch
Pha
se
Min
imum
Initi
al (
s)23
.023
.023
.023
.06.
023
.022
.022
.0
Min
imum
Spl
it (s
)29
.029
.029
.029
.010
.029
.029
.029
.0
Tot
al S
plit
(s)
40.0
40.0
40.0
40.0
15.0
50.0
35.0
35.0
Tot
al S
plit
(%)
44.4
%44
.4%
44.4
%44
.4%
16.7
%55
.6%
38.9
%38
.9%
Yel
low
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
All-
Red
Tim
e (s
)3.
03.
03.
03.
01.
03.
03.
03.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-4.0
-1.0
2.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
2.0
5.0
6.0
5.0
5.0
5.0
Lead
/Lag
Lead
Lag
Lag
Lead
-Lag
Opt
imiz
e?Y
esY
esY
es
Rec
all M
ode
Max
Max
Max
Max
Non
eC
-Max
C-M
axC
-Max
Act
Effc
t Gre
en (
s)35
.035
.038
.035
.044
.045
.031
.631
.6
Act
uate
d g/
C R
atio
0.39
0.39
0.42
0.39
0.49
0.50
0.35
0.35
v/c
Rat
io0.
390.
470.
470.
490.
460.
520.
580.
49
Con
trol
Del
ay27
.221
.427
.922
.317
.916
.541
.223
.5
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.5
Tot
al D
elay
27.2
21.4
27.9
22.3
17.9
16.5
41.2
23.9
LOS
CC
CC
BB
DC
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 8
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
App
roac
h D
elay
22.0
23.1
16.6
26.6
App
roac
h LO
SC
CB
C
Que
ue L
engt
h 50
th (
m)
9.3
39.5
12.1
40.4
13.3
52.8
14.1
36.0
Que
ue L
engt
h 95
th (
m)
22.1
54.6
28.2
55.5
23.9
69.0
#37.
352
.4
Inte
rnal
Lin
k D
ist (
m)
261.
720
8.1
110.
378
.4
Tur
n B
ay L
engt
h (m
)15
.213
.720
.410
.4
Bas
e C
apac
ity (
vph)
196
1297
212
1237
336
1759
173
1108
Sta
rvat
ion
Cap
Red
uctn
00
00
00
020
9
Spi
llbac
k C
ap R
educ
tn0
00
00
00
0
Sto
rage
Cap
Red
uctn
00
00
00
00
Red
uced
v/c
Rat
io0.
390.
470.
470.
490.
430.
520.
580.
61
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
0
Act
uate
d C
ycle
Len
gth:
90
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
L, S
tart
of G
reen
Nat
ural
Cyc
le: 7
0
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.58
Inte
rsec
tion
Sig
nal D
elay
: 21.
4In
ters
ectio
n LO
S: C
Inte
rsec
tion
Cap
acity
Util
izat
ion
97.3
%IC
U L
evel
of S
ervi
ce F
Ana
lysi
s P
erio
d (m
in)
15
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
Spl
its a
nd P
hase
s:
2: B
ay S
t & B
loor
St
Queues
Futu
re B
ackgro
und P
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 9
Lane
Gro
upE
BL
EB
TW
BL
WB
TN
BL
NB
TS
BL
SB
T
Lane
Gro
up F
low
(vp
h)76
614
100
606
144
907
101
548
v/c
Rat
io0.
390.
470.
470.
490.
460.
520.
580.
49
Con
trol
Del
ay27
.221
.427
.922
.317
.916
.541
.223
.5
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.5
Tot
al D
elay
27.2
21.4
27.9
22.3
17.9
16.5
41.2
23.9
Que
ue L
engt
h 50
th (
m)
9.3
39.5
12.1
40.4
13.3
52.8
14.1
36.0
Que
ue L
engt
h 95
th (
m)
22.1
54.6
28.2
55.5
23.9
69.0
#37.
352
.4
Inte
rnal
Lin
k D
ist (
m)
261.
720
8.1
110.
378
.4
Tur
n B
ay L
engt
h (m
)15
.213
.720
.410
.4
Bas
e C
apac
ity (
vph)
196
1297
212
1237
336
1759
173
1108
Sta
rvat
ion
Cap
Red
uctn
00
00
00
020
9
Spi
llbac
k C
ap R
educ
tn0
00
00
00
0
Sto
rage
Cap
Red
uctn
00
00
00
00
Red
uced
v/c
Rat
io0.
390.
470.
470.
490.
430.
520.
580.
61
Inte
rsec
tion
Sum
mar
y
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und P
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 10
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)72
514
6995
475
101
137
853
996
417
104
Fut
ure
Vol
ume
(vph
)72
514
6995
475
101
137
853
996
417
104
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Wid
th
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
Tot
al L
ost t
ime
(s)
5.0
5.0
2.0
5.0
6.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
1.00
0.95
1.00
0.95
1.00
0.95
1.00
0.95
Frp
b, p
ed/b
ikes
1.00
0.95
1.00
0.92
1.00
1.00
1.00
0.91
Flp
b, p
ed/b
ikes
0.84
1.00
0.85
1.00
0.96
1.00
0.90
1.00
Frt
1.00
0.98
1.00
0.97
1.00
1.00
1.00
0.97
Flt
Pro
tect
ed0.
951.
000.
951.
000.
951.
000.
951.
00
Sat
d. F
low
(pr
ot)
1414
3307
1398
3176
1616
3517
1494
3091
Flt
Per
mitt
ed0.
341.
000.
341.
000.
291.
000.
311.
00
Sat
d. F
low
(pe
rm)
506
3307
503
3176
494
3517
494
3091
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
7654
173
100
500
106
144
898
910
143
910
9
RT
OR
Red
uctio
n (v
ph)
012
00
20
01
00
240
Lane
Gro
up F
low
(vp
h)76
602
010
060
40
144
907
010
152
40
Con
fl. P
eds.
(#/
hr)
845
695
695
845
966
546
546
966
Hea
vy V
ehic
les
(%)
0%1%
0%3%
1%1%
0%1%
0%1%
1%4%
Tur
n T
ype
Per
mN
AP
erm
NA
pm+
ptN
AP
erm
NA
Pro
tect
ed P
hase
s4
85
26
Per
mitt
ed P
hase
s4
82
6
Act
uate
d G
reen
, G (
s)34
.034
.034
.034
.044
.044
.030
.630
.6
Effe
ctiv
e G
reen
, g (
s)35
.035
.038
.035
.042
.045
.031
.631
.6
Act
uate
d g/
C R
atio
0.39
0.39
0.42
0.39
0.47
0.50
0.35
0.35
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
4.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)19
612
8621
212
3532
217
5817
310
85
v/s
Rat
io P
rot
0.18
0.19
0.04
c0.2
60.
17
v/s
Rat
io P
erm
0.15
c0.2
00.
17c0
.20
v/c
Rat
io0.
390.
470.
470.
490.
450.
520.
580.
48
Uni
form
Del
ay, d
119
.820
.518
.820
.715
.115
.223
.822
.8
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
5.7
1.2
7.4
1.4
1.0
1.1
13.6
1.5
Del
ay (
s)25
.521
.826
.122
.116
.116
.237
.424
.4
Leve
l of S
ervi
ceC
CC
CB
BD
C
App
roac
h D
elay
(s)
22.2
22.7
16.2
26.4
App
roac
h LO
SC
CB
C
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay21
.2H
CM
200
0 Le
vel o
f Ser
vice
C
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.56
Act
uate
d C
ycle
Len
gth
(s)
90.0
Sum
of l
ost t
ime
(s)
16.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
97.3
%IC
U L
evel
of S
ervi
ceF
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 11
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)33
6020
132
124
7776
783
150
4241
782
Fut
ure
Vol
ume
(vph
)33
6020
132
124
7776
783
150
4241
782
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
900.
830.
970.
95
Frt
0.97
60.
969
0.97
80.
977
Flt
Pro
tect
ed0.
986
0.98
10.
996
0.99
6
Sat
d. F
low
(pr
ot)
016
890
016
100
033
580
032
690
Flt
Per
mitt
ed0.
844
0.82
80.
849
0.80
7
Sat
d. F
low
(pe
rm)
013
870
012
200
028
370
026
440
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
1318
3535
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)20
0.3
161.
795
.511
5.7
Tra
vel T
ime
(s)
15.0
12.1
7.2
8.7
Con
fl. P
eds.
(#/
hr)
263
358
358
263
106
6060
106
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%0%
5%5%
2%2%
1%1%
0%0%
2%0%
Adj
. Flo
w (
vph)
3563
2113
913
181
8082
415
844
439
86
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
119
00
351
00
1062
00
569
0
Tur
n T
ype
Per
mN
AP
erm
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
82
6
Det
ecto
r P
hase
44
88
22
66
Sw
itch
Pha
se
Min
imum
Initi
al (
s)24
.024
.024
.024
.017
.017
.017
.017
.0
Min
imum
Spl
it (s
)30
.030
.030
.030
.023
.023
.023
.023
.0
Tot
al S
plit
(s)
36.0
36.0
36.0
36.0
54.0
54.0
54.0
54.0
Tot
al S
plit
(%)
40.0
%40
.0%
40.0
%40
.0%
60.0
%60
.0%
60.0
%60
.0%
Yel
low
Tim
e (s
)4.
04.
04.
04.
04.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
02.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
5.0
5.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Rec
all M
ode
Non
eN
one
Non
eN
one
C-M
axC
-Max
C-M
axC
-Max
Act
Effc
t Gre
en (
s)29
.129
.150
.950
.9
Act
uate
d g/
C R
atio
0.32
0.32
0.57
0.57
v/c
Rat
io0.
260.
860.
660.
38
Con
trol
Del
ay21
.048
.915
.911
.3
Que
ue D
elay
0.0
0.0
5.6
0.0
Tot
al D
elay
21.0
48.9
21.5
11.3
LOS
CD
CB
App
roac
h D
elay
21.0
48.9
21.5
11.3
App
roac
h LO
SC
DC
B
Que
ue L
engt
h 50
th (
m)
12.9
52.0
63.6
26.2
Que
ue L
engt
h 95
th (
m)
25.6
#98.
285
.437
.4
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 12
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Inte
rnal
Lin
k D
ist (
m)
176.
313
7.7
71.5
91.7
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
486
432
1618
1509
Sta
rvat
ion
Cap
Red
uctn
00
490
0
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
240.
810.
940.
38
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
0
Act
uate
d C
ycle
Len
gth:
90
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
L, S
tart
of G
reen
Nat
ural
Cyc
le: 6
0
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.86
Inte
rsec
tion
Sig
nal D
elay
: 23.
3In
ters
ectio
n LO
S: C
Inte
rsec
tion
Cap
acity
Util
izat
ion
85.2
%IC
U L
evel
of S
ervi
ce E
Ana
lysi
s P
erio
d (m
in)
15
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
Spl
its a
nd P
hase
s:
3: B
ay S
t & Y
orkv
ille
Ave
Queues
Futu
re B
ackgro
und P
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 13
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)11
935
110
6256
9
v/c
Rat
io0.
260.
860.
660.
38
Con
trol
Del
ay21
.048
.915
.911
.3
Que
ue D
elay
0.0
0.0
5.6
0.0
Tot
al D
elay
21.0
48.9
21.5
11.3
Que
ue L
engt
h 50
th (
m)
12.9
52.0
63.6
26.2
Que
ue L
engt
h 95
th (
m)
25.6
#98.
285
.437
.4
Inte
rnal
Lin
k D
ist (
m)
176.
313
7.7
71.5
91.7
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
486
432
1618
1509
Sta
rvat
ion
Cap
Red
uctn
00
490
0
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
240.
810.
940.
38
Inte
rsec
tion
Sum
mar
y
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und P
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 14
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)33
6020
132
124
7776
783
150
4241
782
Fut
ure
Vol
ume
(vph
)33
6020
132
124
7776
783
150
4241
782
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
5.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.94
0.93
0.97
0.96
Flp
b, p
ed/b
ikes
0.96
0.90
0.99
1.00
Frt
0.98
0.97
0.98
0.98
Flt
Pro
tect
ed0.
990.
981.
001.
00
Sat
d. F
low
(pr
ot)
1621
1445
3328
3264
Flt
Per
mitt
ed0.
840.
830.
850.
81
Sat
d. F
low
(pe
rm)
1389
1220
2836
2645
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
3563
2113
913
181
8082
415
844
439
86
RT
OR
Red
uctio
n (v
ph)
09
00
120
015
00
150
Lane
Gro
up F
low
(vp
h)0
110
00
339
00
1047
00
554
0
Con
fl. P
eds.
(#/
hr)
263
358
358
263
106
6060
106
Hea
vy V
ehic
les
(%)
0%0%
5%5%
2%2%
1%1%
0%0%
2%0%
Tur
n T
ype
Per
mN
AP
erm
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
82
6
Act
uate
d G
reen
, G (
s)28
.128
.149
.949
.9
Effe
ctiv
e G
reen
, g (
s)29
.129
.150
.950
.9
Act
uate
d g/
C R
atio
0.32
0.32
0.57
0.57
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)44
939
416
0314
95
v/s
Rat
io P
rot
v/s
Rat
io P
erm
0.08
c0.2
8c0
.37
0.21
v/c
Rat
io0.
250.
860.
650.
37
Uni
form
Del
ay, d
122
.428
.513
.510
.7
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
0.3
16.8
2.1
0.7
Del
ay (
s)22
.745
.415
.611
.5
Leve
l of S
ervi
ceC
DB
B
App
roac
h D
elay
(s)
22.7
45.4
15.6
11.5
App
roac
h LO
SC
DB
B
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay19
.8H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.73
Act
uate
d C
ycle
Len
gth
(s)
90.0
Sum
of l
ost t
ime
(s)
10.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
85.2
%IC
U L
evel
of S
ervi
ceE
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
4: Y
onge S
t &
Colli
er
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 15
Lane
Gro
upW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
068
094
1648
9
Fut
ure
Vol
ume
(vph
)0
068
094
1648
9
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r
Frt
0.98
2
Flt
Pro
tect
ed0.
998
Sat
d. F
low
(pr
ot)
00
3475
00
3529
Flt
Per
mitt
ed0.
998
Sat
d. F
low
(pe
rm)
00
3475
00
3529
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)11
1.8
22.2
163.
1
Tra
vel T
ime
(s)
8.4
1.7
12.2
Con
fl. P
eds.
(#/
hr)
496
496
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
2%2%
1%0%
0%1%
Adj
. Flo
w (
vph)
00
716
9917
515
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
081
50
053
2
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
28.4
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und P
M
4: Y
onge S
t &
Colli
er
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 16
Mov
emen
tW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
680
9416
489
Fut
ure
Vol
ume
(Veh
/h)
00
680
9416
489
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)0
071
699
1751
5
Ped
estr
ians
496
Lane
Wid
th (
m)
0.0
Wal
king
Spe
ed (
m/s
)1.
1
Per
cent
Blo
ckag
e0
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)22
pX, p
lato
on u
nblo
cked
0.91
0.91
0.91
vC, c
onfli
ctin
g vo
lum
e15
5390
413
11
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol14
1770
611
52
tC, s
ingl
e (s
)6.
86.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%10
010
097
cM c
apac
ity (
veh/
h)11
334
656
1
Dire
ctio
n, L
ane
#N
B 1
NB
2S
B 1
SB
2
Vol
ume
Tot
al47
733
818
934
3
Vol
ume
Left
00
170
Vol
ume
Rig
ht0
990
0
cSH
1700
1700
561
1700
Vol
ume
to C
apac
ity0.
280.
200.
030.
20
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.7
0.0
Con
trol
Del
ay (
s)0.
00.
01.
40.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.5
App
roac
h LO
S
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.2
Inte
rsec
tion
Cap
acity
Util
izat
ion
28.4
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
5: Y
onge S
t &
Asquith A
venue
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 17
Lane
Gro
upW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)17
7061
656
1737
8
Fut
ure
Vol
ume
(vph
)17
7061
656
1737
8
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r
Frt
0.89
10.
987
Flt
Pro
tect
ed0.
990
0.99
8
Sat
d. F
low
(pr
ot)
1492
034
490
035
29
Flt
Per
mitt
ed0.
990
0.99
8
Sat
d. F
low
(pe
rm)
1492
034
490
035
29
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)19
1.3
15.7
76.1
Tra
vel T
ime
(s)
14.3
1.2
5.7
Con
fl. P
eds.
(#/
hr)
670
670
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%6%
2%4%
0%1%
Adj
. Flo
w (
vph)
1874
648
5918
398
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)92
070
70
041
6
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
34.9
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und P
M
5: Y
onge S
t &
Asquith A
venue
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 18
Mov
emen
tW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
1770
616
5617
378
Fut
ure
Vol
ume
(Veh
/h)
1770
616
5617
378
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)18
7464
859
1839
8
Ped
estr
ians
670
Lane
Wid
th (
m)
3.0
Wal
king
Spe
ed (
m/s
)1.
1
Per
cent
Blo
ckag
e51
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)11
976
pX, p
lato
on u
nblo
cked
0.86
0.86
0.86
vC, c
onfli
ctin
g vo
lum
e15
8210
2413
77
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol13
4469
111
04
tC, s
ingl
e (s
)6.
87.
04.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
42.
2
p0 q
ueue
free
%69
5493
cM c
apac
ity (
veh/
h)57
159
270
Dire
ctio
n, L
ane
#W
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al92
432
275
151
265
Vol
ume
Left
180
018
0
Vol
ume
Rig
ht74
059
00
cSH
118
1700
1700
270
1700
Vol
ume
to C
apac
ity0.
780.
250.
160.
070.
16
Que
ue L
engt
h 95
th (
m)
34.0
0.0
0.0
1.6
0.0
Con
trol
Del
ay (
s)10
0.6
0.0
0.0
3.5
0.0
Lane
LO
SF
A
App
roac
h D
elay
(s)
100.
60.
01.
3
App
roac
h LO
SF
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
8.1
Inte
rsec
tion
Cap
acity
Util
izat
ion
34.9
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 19
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)16
859
9859
733
914
7
Fut
ure
Vol
ume
(vph
)16
859
9859
733
914
7
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
750.
960.
83
Frt
0.96
50.
955
Flt
Pro
tect
ed0.
964
0.99
3
Sat
d. F
low
(pr
ot)
1503
00
3495
2792
0
Flt
Per
mitt
ed0.
964
0.78
8
Sat
d. F
low
(pe
rm)
1230
00
2666
2792
0
Rig
ht T
urn
on R
edY
esY
es
Sat
d. F
low
(R
TO
R)
1815
5
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)65
.276
.122
.2
Tra
vel T
ime
(s)
4.9
5.7
1.7
Con
fl. P
eds.
(#/
hr)
173
274
289
289
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%2%
4%1%
1%1%
Adj
. Flo
w (
vph)
177
6210
362
835
715
5
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)23
90
073
151
20
Tur
n T
ype
Pro
tP
erm
NA
NA
Pro
tect
ed P
hase
s4
26
Per
mitt
ed P
hase
s2
Min
imum
Spl
it (s
)24
.022
.022
.022
.0
Tot
al S
plit
(s)
25.0
65.0
65.0
65.0
Tot
al S
plit
(%)
27.8
%72
.2%
72.2
%72
.2%
Yel
low
Tim
e (s
)3.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
5.0
6.0
6.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Act
Effc
t Gre
en (
s)20
.059
.059
.0
Act
uate
d g/
C R
atio
0.22
0.66
0.66
v/c
Rat
io0.
690.
420.
27
Con
trol
Del
ay41
.28.
24.
8
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
41.2
8.2
4.8
LOS
DA
A
App
roac
h D
elay
41.2
8.2
4.8
App
roac
h LO
SD
AA
Que
ue L
engt
h 50
th (
m)
35.3
28.0
11.3
Que
ue L
engt
h 95
th (
m)
#65.
038
.417
.6
Inte
rnal
Lin
k D
ist (
m)
41.2
52.1
0.1
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
348
1747
1883
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 20
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
690.
420.
27
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
0
Act
uate
d C
ycle
Len
gth:
90
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
, Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 5
0
Con
trol
Typ
e: P
retim
ed
Max
imum
v/c
Rat
io: 0
.69
Inte
rsec
tion
Sig
nal D
elay
: 12.
4In
ters
ectio
n LO
S: B
Inte
rsec
tion
Cap
acity
Util
izat
ion
66.0
%IC
U L
evel
of S
ervi
ce C
Ana
lysi
s P
erio
d (m
in)
15
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
Spl
its a
nd P
hase
s:
6: Y
onge
St &
Yor
kvill
e A
ve
Queues
Futu
re B
ackgro
und P
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 21
Lane
Gro
upE
BL
NB
TS
BT
Lane
Gro
up F
low
(vp
h)23
973
151
2
v/c
Rat
io0.
690.
420.
27
Con
trol
Del
ay41
.28.
24.
8
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
41.2
8.2
4.8
Que
ue L
engt
h 50
th (
m)
35.3
28.0
11.3
Que
ue L
engt
h 95
th (
m)
#65.
038
.417
.6
Inte
rnal
Lin
k D
ist (
m)
41.2
52.1
0.1
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
348
1747
1883
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
690.
420.
27
Inte
rsec
tion
Sum
mar
y
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und P
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 22
Mov
emen
tE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)16
859
9859
733
914
7
Fut
ure
Vol
ume
(vph
)16
859
9859
733
914
7
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th
3.0
3.0
3.5
3.5
3.5
3.5
Tot
al L
ost t
ime
(s)
5.0
6.0
6.0
Lane
Util
. Fac
tor
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.92
1.00
0.83
Flp
b, p
ed/b
ikes
1.00
0.96
1.00
Frt
0.96
1.00
0.95
Flt
Pro
tect
ed0.
960.
991.
00
Sat
d. F
low
(pr
ot)
1504
3359
2790
Flt
Per
mitt
ed0.
960.
791.
00
Sat
d. F
low
(pe
rm)
1504
2667
2790
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
177
6210
362
835
715
5
RT
OR
Red
uctio
n (v
ph)
140
00
530
Lane
Gro
up F
low
(vp
h)22
50
073
145
90
Con
fl. P
eds.
(#/
hr)
173
274
289
289
Hea
vy V
ehic
les
(%)
0%2%
4%1%
1%1%
Tur
n T
ype
Pro
tP
erm
NA
NA
Pro
tect
ed P
hase
s4
26
Per
mitt
ed P
hase
s2
Act
uate
d G
reen
, G (
s)20
.059
.059
.0
Effe
ctiv
e G
reen
, g (
s)20
.059
.059
.0
Act
uate
d g/
C R
atio
0.22
0.66
0.66
Cle
aran
ce T
ime
(s)
5.0
6.0
6.0
Lane
Grp
Cap
(vp
h)33
417
4818
29
v/s
Rat
io P
rot
c0.1
50.
16
v/s
Rat
io P
erm
c0.2
7
v/c
Rat
io0.
670.
420.
25
Uni
form
Del
ay, d
132
.07.
46.
4
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
10.4
0.7
0.3
Del
ay (
s)42
.48.
16.
7
Leve
l of S
ervi
ceD
AA
App
roac
h D
elay
(s)
42.4
8.1
6.7
App
roac
h LO
SD
AA
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay13
.2H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.48
Act
uate
d C
ycle
Len
gth
(s)
90.0
Sum
of l
ost t
ime
(s)
11.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
66.0
%IC
U L
evel
of S
ervi
ceC
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
7: Y
onge S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 23
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)13
989
053
539
00
Fut
ure
Vol
ume
(vph
)13
989
053
539
00
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
1.00
0.95
0.95
1.00
Ped
Bik
e F
acto
r
Frt
0.94
7
Flt
Pro
tect
ed0.
970
Sat
d. F
low
(pr
ot)
1607
00
3500
3535
0
Flt
Per
mitt
ed0.
970
Sat
d. F
low
(pe
rm)
1607
00
3500
3535
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)64
.710
3.3
15.7
Tra
vel T
ime
(s)
4.9
7.7
1.2
Con
fl. P
eds.
(#/
hr)
384
466
466
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
1%2%
2%2%
1%2%
Adj
. Flo
w (
vph)
146
940
563
411
0
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)24
00
056
341
10
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
34.8
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und P
M
7: Y
onge S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 24
Mov
emen
tE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
139
890
535
390
0
Fut
ure
Vol
ume
(Veh
/h)
139
890
535
390
0
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)14
694
056
341
10
Ped
estr
ians
466
438
Lane
Wid
th (
m)
3.0
3.5
3.5
Wal
king
Spe
ed (
m/s
)1.
11.
11.
1
Per
cent
Blo
ckag
e35
03
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)10
392
pX, p
lato
on u
nblo
cked
0.85
vC, c
onfli
ctin
g vo
lum
e11
9667
687
7
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol89
067
687
7
tC, s
ingl
e (s
)6.
86.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%4
6310
0
cM c
apac
ity (
veh/
h)15
225
549
5
Dire
ctio
n, L
ane
#E
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al24
028
228
220
620
6
Vol
ume
Left
146
00
00
Vol
ume
Rig
ht94
00
00
cSH
181
1700
1700
1700
1700
Vol
ume
to C
apac
ity1.
330.
170.
170.
120.
12
Que
ue L
engt
h 95
th (
m)
105.
70.
00.
00.
00.
0
Con
trol
Del
ay (
s)23
1.1
0.0
0.0
0.0
0.0
Lane
LO
SF
App
roac
h D
elay
(s)
231.
10.
00.
0
App
roac
h LO
SF
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
45.7
Inte
rsec
tion
Cap
acity
Util
izat
ion
34.8
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
8: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 25
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)47
5679
430
660
876
150
4552
00
Fut
ure
Vol
ume
(vph
)47
5679
430
660
876
150
4552
00
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
0.95
0.95
0.95
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
770.
710.
910.
99
Frt
0.93
50.
918
0.97
8
Flt
Pro
tect
ed0.
987
0.98
10.
996
Sat
d. F
low
(pr
ot)
026
860
013
720
031
590
034
910
Flt
Per
mitt
ed0.
859
0.80
50.
798
Sat
d. F
low
(pe
rm)
021
900
098
90
031
590
027
740
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
3637
1
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)19
0.2
160.
710
2.4
95.5
Tra
vel T
ime
(s)
14.3
12.1
7.7
7.2
Con
fl. P
eds.
(#/
hr)
239
582
582
239
530
471
471
530
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
4%0%
0%0%
2%0%
2%1%
1%0%
2%2%
Adj
. Flo
w (
vph)
4959
8345
069
092
215
847
547
0
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
191
00
114
00
1080
00
594
0
Tur
n T
ype
Per
mN
AP
erm
NA
NA
Per
mN
A
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
86
Min
imum
Spl
it (s
)25
.025
.025
.025
.029
.029
.029
.0
Tot
al S
plit
(s)
26.0
26.0
26.0
26.0
62.0
62.0
62.0
Tot
al S
plit
(%)
29.5
%29
.5%
29.5
%29
.5%
70.5
%70
.5%
70.5
%
Yel
low
Tim
e (s
)4.
04.
04.
04.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
6.0
6.0
6.0
6.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Act
Effc
t Gre
en (
s)20
.020
.056
.056
.0
Act
uate
d g/
C R
atio
0.23
0.23
0.64
0.64
v/c
Rat
io0.
360.
450.
540.
34
Con
trol
Del
ay25
.426
.610
.18.
0
Que
ue D
elay
0.0
0.0
2.2
0.7
Tot
al D
elay
25.4
26.6
12.2
8.7
LOS
CC
BA
App
roac
h D
elay
25.4
26.6
12.2
8.7
App
roac
h LO
SC
CB
A
Que
ue L
engt
h 50
th (
m)
11.5
11.0
47.4
21.8
Que
ue L
engt
h 95
th (
m)
21.0
26.8
62.4
30.5
Inte
rnal
Lin
k D
ist (
m)
166.
213
6.7
78.4
71.5
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
525
253
2010
1765
Sta
rvat
ion
Cap
Red
uctn
00
751
782
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
8: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 26
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
360.
450.
860.
60
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 8
8
Act
uate
d C
ycle
Len
gth:
88
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
T a
nd 6
:SB
TL,
Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 5
5
Con
trol
Typ
e: P
retim
ed
Max
imum
v/c
Rat
io: 0
.54
Inte
rsec
tion
Sig
nal D
elay
: 13.
3In
ters
ectio
n LO
S: B
Inte
rsec
tion
Cap
acity
Util
izat
ion
95.6
%IC
U L
evel
of S
ervi
ce F
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
8: B
ay S
t & C
umbe
rland
St
Queues
Futu
re B
ackgro
und P
M
8: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 27
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)19
111
410
8059
4
v/c
Rat
io0.
360.
450.
540.
34
Con
trol
Del
ay25
.426
.610
.18.
0
Que
ue D
elay
0.0
0.0
2.2
0.7
Tot
al D
elay
25.4
26.6
12.2
8.7
Que
ue L
engt
h 50
th (
m)
11.5
11.0
47.4
21.8
Que
ue L
engt
h 95
th (
m)
21.0
26.8
62.4
30.5
Inte
rnal
Lin
k D
ist (
m)
166.
213
6.7
78.4
71.5
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
525
253
2010
1765
Sta
rvat
ion
Cap
Red
uctn
00
751
782
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
360.
450.
860.
60
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und P
M
8: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 28
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)47
5679
430
660
876
150
4552
00
Fut
ure
Vol
ume
(vph
)47
5679
430
660
876
150
4552
00
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
6.0
6.0
6.0
6.0
Lane
Util
. Fac
tor
0.95
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.82
0.81
0.91
1.00
Flp
b, p
ed/b
ikes
0.94
0.88
1.00
0.99
Frt
0.93
0.92
0.98
1.00
Flt
Pro
tect
ed0.
990.
981.
001.
00
Sat
d. F
low
(pr
ot)
2517
1205
3159
3463
Flt
Per
mitt
ed0.
860.
811.
000.
80
Sat
d. F
low
(pe
rm)
2189
990
3159
2775
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
4959
8345
069
092
215
847
547
0
RT
OR
Red
uctio
n (v
ph)
028
00
290
00
00
00
Lane
Gro
up F
low
(vp
h)0
163
00
850
010
800
059
40
Con
fl. P
eds.
(#/
hr)
239
582
582
239
530
471
471
530
Hea
vy V
ehic
les
(%)
4%0%
0%0%
2%0%
2%1%
1%0%
2%2%
Tur
n T
ype
Per
mN
AP
erm
NA
NA
Per
mN
A
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
86
Act
uate
d G
reen
, G (
s)20
.020
.056
.056
.0
Effe
ctiv
e G
reen
, g (
s)20
.020
.056
.056
.0
Act
uate
d g/
C R
atio
0.23
0.23
0.64
0.64
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Lane
Grp
Cap
(vp
h)49
722
520
1017
65
v/s
Rat
io P
rot
c0.3
4
v/s
Rat
io P
erm
0.07
c0.0
90.
21
v/c
Rat
io0.
330.
380.
540.
34
Uni
form
Del
ay, d
128
.428
.88.
87.
4
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
1.8
4.8
1.0
0.5
Del
ay (
s)30
.233
.69.
97.
9
Leve
l of S
ervi
ceC
CA
A
App
roac
h D
elay
(s)
30.2
33.6
9.9
7.9
App
roac
h LO
SC
CA
A
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay12
.6H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.50
Act
uate
d C
ycle
Len
gth
(s)
88.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
95.6
%IC
U L
evel
of S
ervi
ceF
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
9: S
ite D
rivew
ay &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 29
Lane
Gro
upE
BT
EB
RW
BL
WB
TN
BL
NB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
00
00
0
Fut
ure
Vol
ume
(vph
)0
00
00
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.5
3.5
3.5
3.5
3.0
3.0
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
1842
00
1842
1739
0
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
1842
00
1842
1739
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)16
1.7
65.2
92.0
Tra
vel T
ime
(s)
12.1
4.9
6.9
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Adj
. Flo
w (
vph)
00
00
00
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
00
00
0
Sig
n C
ontr
olF
ree
Fre
eS
top
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und P
M
9: S
ite D
rivew
ay &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 30
Mov
emen
tE
BT
EB
RW
BL
WB
TN
BL
NB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
00
00
Fut
ure
Vol
ume
(Veh
/h)
00
00
00
Sig
n C
ontr
olF
ree
Fre
eS
top
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)0
00
00
0
Ped
estr
ians
Lane
Wid
th (
m)
Wal
king
Spe
ed (
m/s
)
Per
cent
Blo
ckag
e
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)16
265
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e0
00
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol0
00
tC, s
ingl
e (s
)4.
16.
46.
2
tC, 2
sta
ge (
s)
tF (
s)2.
23.
53.
3
p0 q
ueue
free
%10
010
010
0
cM c
apac
ity (
veh/
h)16
2310
2310
85
Dire
ctio
n, L
ane
#E
B 1
WB
1N
B 1
Vol
ume
Tot
al0
00
Vol
ume
Left
00
0
Vol
ume
Rig
ht0
00
cSH
1700
1700
1700
Vol
ume
to C
apac
ity0.
000.
000.
00
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.0
Con
trol
Del
ay (
s)0.
00.
00.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.0
0.0
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re B
ackgro
und P
M
10: C
um
berland S
t &
Site D
rivew
ay
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 31
Lane
Gro
upE
BL
EB
TW
BT
WB
RS
BL
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
00
00
0
Fut
ure
Vol
ume
(vph
)0
00
00
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.5
3.5
3.5
3.5
3.0
3.0
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
018
4218
420
1739
0
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
018
4218
420
1739
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)16
0.7
64.7
92.0
Tra
vel T
ime
(s)
12.1
4.9
6.9
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Adj
. Flo
w (
vph)
00
00
00
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
00
00
0
Sig
n C
ontr
olF
ree
Fre
eS
top
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re B
ackgro
und P
M
10: C
um
berland S
t &
Site D
rivew
ay
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 32
Mov
emen
tE
BL
EB
TW
BT
WB
RS
BL
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
00
00
Fut
ure
Vol
ume
(Veh
/h)
00
00
00
Sig
n C
ontr
olF
ree
Fre
eS
top
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)0
00
00
0
Ped
estr
ians
Lane
Wid
th (
m)
Wal
king
Spe
ed (
m/s
)
Per
cent
Blo
ckag
e
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)16
1
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e0
00
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol0
00
tC, s
ingl
e (s
)4.
16.
46.
2
tC, 2
sta
ge (
s)
tF (
s)2.
23.
53.
3
p0 q
ueue
free
%10
010
010
0
cM c
apac
ity (
veh/
h)16
2310
2310
85
Dire
ctio
n, L
ane
#E
B 1
WB
1S
B 1
Vol
ume
Tot
al0
00
Vol
ume
Left
00
0
Vol
ume
Rig
ht0
00
cSH
1700
1700
1700
Vol
ume
to C
apac
ity0.
000.
000.
00
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.0
Con
trol
Del
ay (
s)0.
00.
00.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.0
0.0
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 1
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
634
20
719
80
243
41
593
21
Fut
ure
Vol
ume
(vph
)0
634
20
719
80
243
41
593
21
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r1.
000.
990.
990.
99
Frt
0.99
80.
998
0.99
5
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
033
920
034
100
032
430
033
870
Flt
Per
mitt
ed0.
955
Sat
d. F
low
(pe
rm)
033
920
034
100
032
430
032
330
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
11
4
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)23
2.1
233.
518
9.9
103.
3
Tra
vel T
ime
(s)
17.4
17.5
14.2
7.7
Con
fl. P
eds.
(#/
hr)
715
563
563
715
275
542
542
275
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
7%5%
50%
3%4%
0%15
%9%
25%
0%3%
25%
Adj
. Flo
w (
vph)
070
42
079
99
027
04
165
923
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
706
00
808
00
274
00
683
0
Tur
n T
ype
NA
NA
NA
Per
mN
A
Pro
tect
ed P
hase
s2
64
8
Per
mitt
ed P
hase
s2
64
8
Det
ecto
r P
hase
22
66
44
88
Sw
itch
Pha
se
Min
imum
Initi
al (
s)20
.020
.020
.020
.020
.020
.020
.020
.0
Min
imum
Spl
it (s
)26
.026
.026
.026
.026
.026
.026
.026
.0
Tot
al S
plit
(s)
33.0
33.0
33.0
33.0
31.0
31.0
31.0
31.0
Tot
al S
plit
(%)
34.4
%34
.4%
34.4
%34
.4%
32.3
%32
.3%
32.3
%32
.3%
Yel
low
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
All-
Red
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
5.0
5.0
Lead
/Lag
Lag
Lag
Lag
Lag
Lead
-Lag
Opt
imiz
e?Y
esY
esY
esY
es
Rec
all M
ode
C-M
axC
-Max
Max
Max
Max
Max
Max
Max
Act
Effc
t Gre
en (
s)28
.028
.026
.026
.0
Act
uate
d g/
C R
atio
0.29
0.29
0.27
0.27
v/c
Rat
io0.
710.
810.
310.
78
Con
trol
Del
ay35
.239
.329
.039
.3
Que
ue D
elay
0.0
0.0
0.0
0.0
Tot
al D
elay
35.2
39.3
29.0
39.3
LOS
DD
CD
App
roac
h D
elay
35.2
39.3
29.0
39.3
App
roac
h LO
SD
DC
D
Que
ue L
engt
h 50
th (
m)
61.3
72.8
21.2
61.2
Que
ue L
engt
h 95
th (
m)
81.5
95.3
32.1
81.7
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 2
Lane
Gro
upØ
3Ø
7
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)
Fut
ure
Vol
ume
(vph
)
Idea
l Flo
w (
vphp
l)
Lane
Util
. Fac
tor
Ped
Bik
e F
acto
r
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
Rig
ht T
urn
on R
ed
Sat
d. F
low
(R
TO
R)
Link
Spe
ed (
k/h)
Link
Dis
tanc
e (m
)
Tra
vel T
ime
(s)
Con
fl. P
eds.
(#/
hr)
Pea
k H
our
Fac
tor
Hea
vy V
ehic
les
(%)
Adj
. Flo
w (
vph)
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)
Tur
n T
ype
Pro
tect
ed P
hase
s3
7
Per
mitt
ed P
hase
s
Det
ecto
r P
hase
Sw
itch
Pha
se
Min
imum
Initi
al (
s)28
.028
.0
Min
imum
Spl
it (s
)31
.032
.0
Tot
al S
plit
(s)
32.0
32.0
Tot
al S
plit
(%)
33%
33%
Yel
low
Tim
e (s
)3.
03.
0
All-
Red
Tim
e (s
)0.
00.
0
Lost
Tim
e A
djus
t (s)
Tot
al L
ost T
ime
(s)
Lead
/Lag
Lead
Lead
Lead
-Lag
Opt
imiz
e?Y
esY
es
Rec
all M
ode
Max
Max
Act
Effc
t Gre
en (
s)
Act
uate
d g/
C R
atio
v/c
Rat
io
Con
trol
Del
ay
Que
ue D
elay
Tot
al D
elay
LOS
App
roac
h D
elay
App
roac
h LO
S
Que
ue L
engt
h 50
th (
m)
Que
ue L
engt
h 95
th (
m)
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 3
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Inte
rnal
Lin
k D
ist (
m)
208.
120
9.5
165.
979
.3
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
989
995
879
878
Sta
rvat
ion
Cap
Red
uctn
00
00
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
710.
810.
310.
78
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
6
Act
uate
d C
ycle
Len
gth:
96
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:EB
TL,
Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 8
5
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.81
Inte
rsec
tion
Sig
nal D
elay
: 37.
0In
ters
ectio
n LO
S: D
Inte
rsec
tion
Cap
acity
Util
izat
ion
46.6
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
1: Y
onge
St &
Blo
or S
t
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 4
Lane
Gro
upØ
3Ø
7
Inte
rnal
Lin
k D
ist (
m)
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
Sta
rvat
ion
Cap
Red
uctn
Spi
llbac
k C
ap R
educ
tn
Sto
rage
Cap
Red
uctn
Red
uced
v/c
Rat
io
Inte
rsec
tion
Sum
mar
y
Queues
Futu
re T
ota
l A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 5
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)70
680
827
468
3
v/c
Rat
io0.
710.
810.
310.
78
Con
trol
Del
ay35
.239
.329
.039
.3
Que
ue D
elay
0.0
0.0
0.0
0.0
Tot
al D
elay
35.2
39.3
29.0
39.3
Que
ue L
engt
h 50
th (
m)
61.3
72.8
21.2
61.2
Que
ue L
engt
h 95
th (
m)
81.5
95.3
32.1
81.7
Inte
rnal
Lin
k D
ist (
m)
208.
120
9.5
165.
979
.3
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
989
995
879
878
Sta
rvat
ion
Cap
Red
uctn
00
00
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
710.
810.
310.
78
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l A
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 6
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
634
20
719
80
243
41
593
21
Fut
ure
Vol
ume
(vph
)0
634
20
719
80
243
41
593
21
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
5.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
0.95
0.95
0.95
0.95
Frp
b, p
ed/b
ikes
1.00
0.99
0.99
0.99
Flp
b, p
ed/b
ikes
1.00
1.00
1.00
1.00
Frt
1.00
1.00
1.00
0.99
Flt
Pro
tect
ed1.
001.
001.
001.
00
Sat
d. F
low
(pr
ot)
3390
3411
3242
3385
Flt
Per
mitt
ed1.
001.
001.
000.
95
Sat
d. F
low
(pe
rm)
3390
3411
3242
3232
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
070
42
079
99
027
04
165
923
RT
OR
Red
uctio
n (v
ph)
00
00
10
01
00
30
Lane
Gro
up F
low
(vp
h)0
706
00
807
00
273
00
680
0
Con
fl. P
eds.
(#/
hr)
715
563
563
715
275
542
542
275
Hea
vy V
ehic
les
(%)
7%5%
50%
3%4%
0%15
%9%
25%
0%3%
25%
Tur
n T
ype
NA
NA
NA
Per
mN
A
Pro
tect
ed P
hase
s2
64
8
Per
mitt
ed P
hase
s2
64
8
Act
uate
d G
reen
, G (
s)27
.027
.025
.025
.0
Effe
ctiv
e G
reen
, g (
s)28
.028
.026
.026
.0
Act
uate
d g/
C R
atio
0.29
0.29
0.27
0.27
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)98
899
487
887
5
v/s
Rat
io P
rot
0.21
c0.2
40.
08
v/s
Rat
io P
erm
c0.2
1
v/c
Rat
io0.
710.
810.
310.
78
Uni
form
Del
ay, d
130
.431
.627
.932
.3
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
4.4
7.2
0.9
6.7
Del
ay (
s)34
.838
.828
.839
.1
Leve
l of S
ervi
ceC
DC
D
App
roac
h D
elay
(s)
34.8
38.8
28.8
39.1
App
roac
h LO
SC
DC
D
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay36
.6H
CM
200
0 Le
vel o
f Ser
vice
D
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.52
Act
uate
d C
ycle
Len
gth
(s)
96.0
Sum
of l
ost t
ime
(s)
13.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
46.6
%IC
U L
evel
of S
ervi
ceA
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 7
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)70
532
106
102
515
8157
426
854
521
58
Fut
ure
Vol
ume
(vph
)70
532
106
102
515
8157
426
854
521
58
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
Sto
rage
Len
gth
(m)
15.2
0.0
13.7
0.0
20.4
0.0
10.4
0.0
Sto
rage
Lan
es1
01
01
01
0
Tap
er L
engt
h (m
)7.
67.
67.
67.
6
Lane
Util
. Fac
tor
1.00
0.95
0.95
1.00
0.95
0.95
1.00
0.95
0.95
1.00
0.95
0.95
Ped
Bik
e F
acto
r0.
870.
950.
910.
960.
891.
000.
900.
97
Frt
0.97
50.
980
0.99
70.
985
Flt
Pro
tect
ed0.
950
0.95
00.
950
0.95
0
Sat
d. F
low
(pr
ot)
1574
3189
016
3632
330
1465
3326
016
3632
510
Flt
Per
mitt
ed0.
400
0.21
30.
343
0.44
7
Sat
d. F
low
(pe
rm)
578
3189
033
532
330
468
3326
069
332
510
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
3229
214
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)28
5.7
232.
113
4.3
102.
4
Tra
vel T
ime
(s)
21.4
17.4
10.1
7.7
Con
fl. P
eds.
(#/
hr)
286
295
295
286
428
191
191
428
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
7%4%
1%3%
3%6%
15%
6%37
%3%
4%9%
Adj
. Flo
w (
vph)
7859
111
811
357
290
6347
39
6057
964
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)78
709
011
366
20
6348
20
6064
30
Tur
n T
ype
Per
mN
Apm
+pt
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
38
26
Per
mitt
ed P
hase
s4
82
6
Det
ecto
r P
hase
44
38
22
66
Sw
itch
Pha
se
Min
imum
Initi
al (
s)23
.023
.06.
023
.022
.022
.023
.023
.0
Min
imum
Spl
it (s
)30
.030
.010
.030
.029
.029
.030
.030
.0
Tot
al S
plit
(s)
39.0
39.0
13.0
52.0
33.0
33.0
33.0
33.0
Tot
al S
plit
(%)
45.9
%45
.9%
15.3
%61
.2%
38.8
%38
.8%
38.8
%38
.8%
Yel
low
Tim
e (s
)3.
03.
03.
04.
03.
03.
03.
03.
0
All-
Red
Tim
e (s
)3.
03.
01.
03.
03.
03.
03.
03.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
6.0
6.0
4.0
7.0
6.0
6.0
6.0
6.0
Lead
/Lag
Lag
Lag
Lead
Lead
-Lag
Opt
imiz
e?Y
esY
esY
es
Rec
all M
ode
Non
eN
one
Non
eN
one
C-M
axC
-Max
C-M
axC
-Max
Act
Effc
t Gre
en (
s)26
.926
.939
.136
.135
.935
.935
.935
.9
Act
uate
d g/
C R
atio
0.32
0.32
0.46
0.42
0.42
0.42
0.42
0.42
v/c
Rat
io0.
430.
690.
410.
480.
320.
340.
200.
47
Con
trol
Del
ay30
.027
.615
.817
.226
.219
.121
.620
.3
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.4
Tot
al D
elay
30.0
27.6
15.8
17.2
26.2
19.1
21.6
20.7
LOS
CC
BB
CB
CC
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 8
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
App
roac
h D
elay
27.9
17.0
20.0
20.8
App
roac
h LO
SC
BB
C
Que
ue L
engt
h 50
th (
m)
10.1
51.0
9.8
36.0
6.9
28.1
6.2
39.1
Que
ue L
engt
h 95
th (
m)
21.0
61.7
15.5
41.9
20.2
45.6
17.2
61.8
Inte
rnal
Lin
k D
ist (
m)
261.
720
8.1
110.
378
.4
Tur
n B
ay L
engt
h (m
)15
.213
.720
.410
.4
Bas
e C
apac
ity (
vph)
224
1257
291
1725
197
1407
293
1382
Sta
rvat
ion
Cap
Red
uctn
00
00
00
029
4
Spi
llbac
k C
ap R
educ
tn0
00
00
00
0
Sto
rage
Cap
Red
uctn
00
00
00
00
Red
uced
v/c
Rat
io0.
350.
560.
390.
380.
320.
340.
200.
59
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 8
5
Act
uate
d C
ycle
Len
gth:
85
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
L, S
tart
of G
reen
Nat
ural
Cyc
le: 7
0
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.69
Inte
rsec
tion
Sig
nal D
elay
: 21.
6In
ters
ectio
n LO
S: C
Inte
rsec
tion
Cap
acity
Util
izat
ion
97.5
%IC
U L
evel
of S
ervi
ce F
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
2: B
ay S
t & B
loor
St
Queues
Futu
re T
ota
l A
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 9
Lane
Gro
upE
BL
EB
TW
BL
WB
TN
BL
NB
TS
BL
SB
T
Lane
Gro
up F
low
(vp
h)78
709
113
662
6348
260
643
v/c
Rat
io0.
430.
690.
410.
480.
320.
340.
200.
47
Con
trol
Del
ay30
.027
.615
.817
.226
.219
.121
.620
.3
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.4
Tot
al D
elay
30.0
27.6
15.8
17.2
26.2
19.1
21.6
20.7
Que
ue L
engt
h 50
th (
m)
10.1
51.0
9.8
36.0
6.9
28.1
6.2
39.1
Que
ue L
engt
h 95
th (
m)
21.0
61.7
15.5
41.9
20.2
45.6
17.2
61.8
Inte
rnal
Lin
k D
ist (
m)
261.
720
8.1
110.
378
.4
Tur
n B
ay L
engt
h (m
)15
.213
.720
.410
.4
Bas
e C
apac
ity (
vph)
224
1257
291
1725
197
1407
293
1382
Sta
rvat
ion
Cap
Red
uctn
00
00
00
029
4
Spi
llbac
k C
ap R
educ
tn0
00
00
00
0
Sto
rage
Cap
Red
uctn
00
00
00
00
Red
uced
v/c
Rat
io0.
350.
560.
390.
380.
320.
340.
200.
59
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l A
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 10
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)70
532
106
102
515
8157
426
854
521
58
Fut
ure
Vol
ume
(vph
)70
532
106
102
515
8157
426
854
521
58
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Wid
th
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
Tot
al L
ost t
ime
(s)
6.0
6.0
4.0
7.0
6.0
6.0
6.0
6.0
Lane
Util
. Fac
tor
1.00
0.95
1.00
0.95
1.00
0.95
1.00
0.95
Frp
b, p
ed/b
ikes
1.00
0.95
1.00
0.96
1.00
1.00
1.00
0.97
Flp
b, p
ed/b
ikes
0.87
1.00
0.99
1.00
0.88
1.00
0.90
1.00
Frt
1.00
0.98
1.00
0.98
1.00
1.00
1.00
0.99
Flt
Pro
tect
ed0.
951.
000.
951.
000.
951.
000.
951.
00
Sat
d. F
low
(pr
ot)
1373
3189
1613
3232
1288
3326
1467
3251
Flt
Per
mitt
ed0.
401.
000.
211.
000.
341.
000.
451.
00
Sat
d. F
low
(pe
rm)
578
3189
362
3232
465
3326
690
3251
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
7859
111
811
357
290
6347
39
6057
964
RT
OR
Red
uctio
n (v
ph)
022
00
160
01
00
80
Lane
Gro
up F
low
(vp
h)78
687
011
364
60
6348
10
6063
50
Con
fl. P
eds.
(#/
hr)
286
295
295
286
428
191
191
428
Hea
vy V
ehic
les
(%)
7%4%
1%3%
3%6%
15%
6%37
%3%
4%9%
Tur
n T
ype
Per
mN
Apm
+pt
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
38
26
Per
mitt
ed P
hase
s4
82
6
Act
uate
d G
reen
, G (
s)26
.926
.936
.936
.935
.135
.135
.135
.1
Effe
ctiv
e G
reen
, g (
s)26
.926
.936
.936
.935
.135
.135
.135
.1
Act
uate
d g/
C R
atio
0.32
0.32
0.43
0.43
0.41
0.41
0.41
0.41
Cle
aran
ce T
ime
(s)
6.0
6.0
4.0
7.0
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)18
210
0926
014
0319
213
7328
413
42
v/s
Rat
io P
rot
c0.2
20.
04c0
.20
0.14
c0.2
0
v/s
Rat
io P
erm
0.13
0.15
0.14
0.09
v/c
Rat
io0.
430.
680.
430.
460.
330.
350.
210.
47
Uni
form
Del
ay, d
123
.025
.315
.917
.016
.917
.116
.018
.2
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
1.6
1.9
1.2
0.2
4.5
0.7
1.7
1.2
Del
ay (
s)24
.627
.217
.017
.221
.517
.817
.719
.4
Leve
l of S
ervi
ceC
CB
BC
BB
B
App
roac
h D
elay
(s)
27.0
17.2
18.2
19.3
App
roac
h LO
SC
BB
B
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay20
.7H
CM
200
0 Le
vel o
f Ser
vice
C
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.56
Act
uate
d C
ycle
Len
gth
(s)
85.0
Sum
of l
ost t
ime
(s)
16.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
97.5
%IC
U L
evel
of S
ervi
ceF
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 11
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)13
3416
108
9252
4835
711
976
524
93
Fut
ure
Vol
ume
(vph
)13
3416
108
9252
4835
711
976
524
93
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
930.
890.
940.
94
Frt
0.96
50.
972
0.96
60.
980
Flt
Pro
tect
ed0.
990
0.97
90.
995
0.99
5
Sat
d. F
low
(pr
ot)
015
530
015
900
030
620
031
980
Flt
Per
mitt
ed0.
918
0.82
90.
825
0.81
4
Sat
d. F
low
(pe
rm)
014
090
012
450
025
150
025
930
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
1816
7634
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)20
0.3
152.
895
.511
5.7
Tra
vel T
ime
(s)
15.0
11.5
7.2
8.7
Con
fl. P
eds.
(#/
hr)
182
182
182
182
144
7676
144
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
0%3%
31%
14%
2%5%
10%
8%2%
0%4%
3%
Adj
. Flo
w (
vph)
1438
1812
010
258
5339
713
284
582
103
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
700
028
00
058
20
076
90
Tur
n T
ype
Per
mN
AP
erm
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
82
6
Det
ecto
r P
hase
44
88
22
66
Sw
itch
Pha
se
Min
imum
Initi
al (
s)24
.024
.024
.024
.017
.017
.017
.017
.0
Min
imum
Spl
it (s
)30
.030
.030
.030
.023
.023
.023
.023
.0
Tot
al S
plit
(s)
31.0
31.0
31.0
31.0
54.0
54.0
54.0
54.0
Tot
al S
plit
(%)
36.5
%36
.5%
36.5
%36
.5%
63.5
%63
.5%
63.5
%63
.5%
Yel
low
Tim
e (s
)4.
04.
04.
04.
04.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
02.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
5.0
5.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Rec
all M
ode
Non
eN
one
Non
eN
one
C-M
axC
-Max
C-M
axC
-Max
Act
Effc
t Gre
en (
s)25
.425
.449
.649
.6
Act
uate
d g/
C R
atio
0.30
0.30
0.58
0.58
v/c
Rat
io0.
160.
730.
390.
50
Con
trol
Del
ay18
.338
.19.
111
.4
Que
ue D
elay
0.0
0.0
0.6
0.0
Tot
al D
elay
18.3
38.1
9.7
11.4
LOS
BD
AB
App
roac
h D
elay
18.3
38.1
9.7
11.4
App
roac
h LO
SB
DA
B
Que
ue L
engt
h 50
th (
m)
6.2
38.6
20.5
33.4
Que
ue L
engt
h 95
th (
m)
15.5
#72.
531
.748
.5
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 12
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Inte
rnal
Lin
k D
ist (
m)
176.
312
8.8
71.5
91.7
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
443
391
1499
1527
Sta
rvat
ion
Cap
Red
uctn
00
525
0
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
160.
720.
600.
50
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 8
5
Act
uate
d C
ycle
Len
gth:
85
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
L, S
tart
of G
reen
Nat
ural
Cyc
le: 5
5
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.73
Inte
rsec
tion
Sig
nal D
elay
: 15.
5In
ters
ectio
n LO
S: B
Inte
rsec
tion
Cap
acity
Util
izat
ion
71.5
%IC
U L
evel
of S
ervi
ce C
Ana
lysi
s P
erio
d (m
in)
15
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
Spl
its a
nd P
hase
s:
3: B
ay S
t & Y
orkv
ille
Ave
Queues
Futu
re T
ota
l A
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 13
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)70
280
582
769
v/c
Rat
io0.
160.
730.
390.
50
Con
trol
Del
ay18
.338
.19.
111
.4
Que
ue D
elay
0.0
0.0
0.6
0.0
Tot
al D
elay
18.3
38.1
9.7
11.4
Que
ue L
engt
h 50
th (
m)
6.2
38.6
20.5
33.4
Que
ue L
engt
h 95
th (
m)
15.5
#72.
531
.748
.5
Inte
rnal
Lin
k D
ist (
m)
176.
312
8.8
71.5
91.7
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
443
391
1499
1527
Sta
rvat
ion
Cap
Red
uctn
00
525
0
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
160.
720.
600.
50
Inte
rsec
tion
Sum
mar
y
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l A
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 14
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)13
3416
108
9252
4835
711
976
524
93
Fut
ure
Vol
ume
(vph
)13
3416
108
9252
4835
711
976
524
93
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
5.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.95
0.96
0.95
0.95
Flp
b, p
ed/b
ikes
0.98
0.92
0.99
0.99
Frt
0.97
0.97
0.97
0.98
Flt
Pro
tect
ed0.
990.
981.
000.
99
Sat
d. F
low
(pr
ot)
1521
1470
3034
3168
Flt
Per
mitt
ed0.
920.
830.
830.
81
Sat
d. F
low
(pe
rm)
1409
1245
2515
2593
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
1438
1812
010
258
5339
713
284
582
103
RT
OR
Red
uctio
n (v
ph)
013
00
110
032
00
140
Lane
Gro
up F
low
(vp
h)0
570
026
90
055
00
075
50
Con
fl. P
eds.
(#/
hr)
182
182
182
182
144
7676
144
Hea
vy V
ehic
les
(%)
0%3%
31%
14%
2%5%
10%
8%2%
0%4%
3%
Tur
n T
ype
Per
mN
AP
erm
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
82
6
Act
uate
d G
reen
, G (
s)24
.424
.448
.648
.6
Effe
ctiv
e G
reen
, g (
s)25
.425
.449
.649
.6
Act
uate
d g/
C R
atio
0.30
0.30
0.58
0.58
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)42
137
214
6715
13
v/s
Rat
io P
rot
v/s
Rat
io P
erm
0.04
c0.2
20.
22c0
.29
v/c
Rat
io0.
140.
720.
380.
50
Uni
form
Del
ay, d
121
.826
.69.
410
.4
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
0.1
6.8
0.7
1.2
Del
ay (
s)21
.933
.410
.211
.6
Leve
l of S
ervi
ceC
CB
B
App
roac
h D
elay
(s)
21.9
33.4
10.2
11.6
App
roac
h LO
SC
CB
B
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay15
.1H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.57
Act
uate
d C
ycle
Len
gth
(s)
85.0
Sum
of l
ost t
ime
(s)
10.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
71.5
%IC
U L
evel
of S
ervi
ceC
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
4: Y
onge S
t &
Colli
er
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 15
Lane
Gro
upW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
026
936
769
8
Fut
ure
Vol
ume
(vph
)0
026
936
769
8
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r
Frt
0.98
2
Flt
Pro
tect
ed0.
999
Sat
d. F
low
(pr
ot)
00
3358
00
3463
Flt
Per
mitt
ed0.
999
Sat
d. F
low
(pe
rm)
00
3358
00
3463
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)11
1.8
22.2
163.
1
Tra
vel T
ime
(s)
8.4
1.7
12.2
Con
fl. P
eds.
(#/
hr)
712
712
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
2%2%
5%0%
0%3%
Adj
. Flo
w (
vph)
00
299
408
776
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
033
90
078
4
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
27.5
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l A
M
4: Y
onge S
t &
Colli
er
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 16
Mov
emen
tW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
269
367
698
Fut
ure
Vol
ume
(Veh
/h)
00
269
367
698
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)0
029
940
877
6
Ped
estr
ians
712
Lane
Wid
th (
m)
0.0
Wal
king
Spe
ed (
m/s
)1.
1
Per
cent
Blo
ckag
e0
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)22
pX, p
lato
on u
nblo
cked
0.97
0.97
0.97
vC, c
onfli
ctin
g vo
lum
e14
3588
210
51
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol13
9382
599
9
tC, s
ingl
e (s
)6.
86.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%10
010
099
cM c
apac
ity (
veh/
h)12
830
768
3
Dire
ctio
n, L
ane
#N
B 1
NB
2S
B 1
SB
2
Vol
ume
Tot
al19
914
026
751
7
Vol
ume
Left
00
80
Vol
ume
Rig
ht0
400
0
cSH
1700
1700
683
1700
Vol
ume
to C
apac
ity0.
120.
080.
010.
30
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.3
0.0
Con
trol
Del
ay (
s)0.
00.
00.
40.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.2
App
roac
h LO
S
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.1
Inte
rsec
tion
Cap
acity
Util
izat
ion
27.5
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
5: Y
onge S
t &
Asquith A
venue
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 17
Lane
Gro
upW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)13
3125
863
4450
5
Fut
ure
Vol
ume
(vph
)13
3125
863
4450
5
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r
Frt
0.90
40.
971
Flt
Pro
tect
ed0.
986
0.99
6
Sat
d. F
low
(pr
ot)
1550
032
040
035
23
Flt
Per
mitt
ed0.
986
0.99
6
Sat
d. F
low
(pe
rm)
1550
032
040
035
23
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)19
1.3
15.7
76.1
Tra
vel T
ime
(s)
14.3
1.2
5.7
Con
fl. P
eds.
(#/
hr)
805
805
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
2%2%
7%13
%0%
1%
Adj
. Flo
w (
vph)
1434
287
7049
561
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)48
035
70
061
0
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
41.9
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l A
M
5: Y
onge S
t &
Asquith A
venue
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 18
Mov
emen
tW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
1331
258
6344
505
Fut
ure
Vol
ume
(Veh
/h)
1331
258
6344
505
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)14
3428
770
4956
1
Ped
estr
ians
805
Lane
Wid
th (
m)
3.0
Wal
king
Spe
ed (
m/s
)1.
1
Per
cent
Blo
ckag
e61
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)11
976
pX, p
lato
on u
nblo
cked
0.94
vC, c
onfli
ctin
g vo
lum
e15
0698
411
62
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol14
0298
411
62
tC, s
ingl
e (s
)6.
86.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%63
6579
cM c
apac
ity (
veh/
h)38
9723
7
Dire
ctio
n, L
ane
#W
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al48
191
166
236
374
Vol
ume
Left
140
049
0
Vol
ume
Rig
ht34
070
00
cSH
6717
0017
0023
717
00
Vol
ume
to C
apac
ity0.
720.
110.
100.
210.
22
Que
ue L
engt
h 95
th (
m)
24.6
0.0
0.0
5.7
0.0
Con
trol
Del
ay (
s)14
2.9
0.0
0.0
9.4
0.0
Lane
LO
SF
A
App
roac
h D
elay
(s)
142.
90.
03.
6
App
roac
h LO
SF
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
8.9
Inte
rsec
tion
Cap
acity
Util
izat
ion
41.9
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 19
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)75
4651
220
516
181
Fut
ure
Vol
ume
(vph
)75
4651
220
516
181
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
790.
970.
87
Frt
0.94
90.
961
Flt
Pro
tect
ed0.
970
0.99
1
Sat
d. F
low
(pr
ot)
1443
00
3327
2901
0
Flt
Per
mitt
ed0.
970
0.74
9
Sat
d. F
low
(pe
rm)
1248
00
2445
2901
0
Rig
ht T
urn
on R
edY
esY
es
Sat
d. F
low
(R
TO
R)
3411
3
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)74
.176
.122
.2
Tra
vel T
ime
(s)
5.6
5.7
1.7
Con
fl. P
eds.
(#/
hr)
162
170
180
180
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
3%3%
12%
5%3%
4%
Adj
. Flo
w (
vph)
8351
5724
457
320
1
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)13
40
030
177
40
Tur
n T
ype
Pro
tP
erm
NA
NA
Pro
tect
ed P
hase
s4
26
Per
mitt
ed P
hase
s2
Min
imum
Spl
it (s
)24
.022
.022
.022
.0
Tot
al S
plit
(s)
25.0
60.0
60.0
60.0
Tot
al S
plit
(%)
29.4
%70
.6%
70.6
%70
.6%
Yel
low
Tim
e (s
)3.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
5.0
6.0
6.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Act
Effc
t Gre
en (
s)20
.054
.054
.0
Act
uate
d g/
C R
atio
0.24
0.64
0.64
v/c
Rat
io0.
370.
190.
41
Con
trol
Del
ay23
.56.
87.
1
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
23.5
6.8
7.1
LOS
CA
A
App
roac
h D
elay
23.5
6.8
7.1
App
roac
h LO
SC
AA
Que
ue L
engt
h 50
th (
m)
13.4
9.5
24.1
Que
ue L
engt
h 95
th (
m)
28.9
14.8
34.3
Inte
rnal
Lin
k D
ist (
m)
50.1
52.1
0.1
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
365
1553
1884
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 20
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
370.
190.
41
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 8
5
Act
uate
d C
ycle
Len
gth:
85
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
, Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 5
0
Con
trol
Typ
e: P
retim
ed
Max
imum
v/c
Rat
io: 0
.41
Inte
rsec
tion
Sig
nal D
elay
: 8.9
Inte
rsec
tion
LOS
: A
Inte
rsec
tion
Cap
acity
Util
izat
ion
65.3
%IC
U L
evel
of S
ervi
ce C
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
6: Y
onge
St &
Yor
kvill
e A
ve
Queues
Futu
re T
ota
l A
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 21
Lane
Gro
upE
BL
NB
TS
BT
Lane
Gro
up F
low
(vp
h)13
430
177
4
v/c
Rat
io0.
370.
190.
41
Con
trol
Del
ay23
.56.
87.
1
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
23.5
6.8
7.1
Que
ue L
engt
h 50
th (
m)
13.4
9.5
24.1
Que
ue L
engt
h 95
th (
m)
28.9
14.8
34.3
Inte
rnal
Lin
k D
ist (
m)
50.1
52.1
0.1
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
365
1553
1884
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
370.
190.
41
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l A
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 22
Mov
emen
tE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)75
4651
220
516
181
Fut
ure
Vol
ume
(vph
)75
4651
220
516
181
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th
3.0
3.0
3.5
3.5
3.5
3.5
Tot
al L
ost t
ime
(s)
5.0
6.0
6.0
Lane
Util
. Fac
tor
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.91
1.00
0.87
Flp
b, p
ed/b
ikes
1.00
0.97
1.00
Frt
0.95
1.00
0.96
Flt
Pro
tect
ed0.
970.
991.
00
Sat
d. F
low
(pr
ot)
1442
3233
2901
Flt
Per
mitt
ed0.
970.
751.
00
Sat
d. F
low
(pe
rm)
1442
2445
2901
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
8351
5724
457
320
1
RT
OR
Red
uctio
n (v
ph)
260
00
410
Lane
Gro
up F
low
(vp
h)10
80
030
173
30
Con
fl. P
eds.
(#/
hr)
162
170
180
180
Hea
vy V
ehic
les
(%)
3%3%
12%
5%3%
4%
Tur
n T
ype
Pro
tP
erm
NA
NA
Pro
tect
ed P
hase
s4
26
Per
mitt
ed P
hase
s2
Act
uate
d G
reen
, G (
s)20
.054
.054
.0
Effe
ctiv
e G
reen
, g (
s)20
.054
.054
.0
Act
uate
d g/
C R
atio
0.24
0.64
0.64
Cle
aran
ce T
ime
(s)
5.0
6.0
6.0
Lane
Grp
Cap
(vp
h)33
915
5318
42
v/s
Rat
io P
rot
c0.0
7c0
.25
v/s
Rat
io P
erm
0.12
v/c
Rat
io0.
320.
190.
40
Uni
form
Del
ay, d
126
.96.
47.
6
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
2.5
0.3
0.6
Del
ay (
s)29
.36.
78.
2
Leve
l of S
ervi
ceC
AA
App
roac
h D
elay
(s)
29.3
6.7
8.2
App
roac
h LO
SC
AA
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay10
.2H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.38
Act
uate
d C
ycle
Len
gth
(s)
85.0
Sum
of l
ost t
ime
(s)
11.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
65.3
%IC
U L
evel
of S
ervi
ceC
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
7: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 23
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)67
084
00
00
256
00
517
0
Fut
ure
Vol
ume
(vph
)67
084
00
00
256
00
517
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
0.95
0.95
0.95
1.00
1.00
1.00
1.00
0.95
0.95
1.00
0.95
0.95
Ped
Bik
e F
acto
r0.
98
Frt
0.91
6
Flt
Pro
tect
ed0.
978
Sat
d. F
low
(pr
ot)
028
520
018
420
033
360
035
000
Flt
Per
mitt
ed0.
828
Sat
d. F
low
(pe
rm)
023
900
018
420
033
360
035
000
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
93
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)19
0.2
155.
610
2.4
95.5
Tra
vel T
ime
(s)
14.3
11.7
7.7
7.2
Con
fl. P
eds.
(#/
hr)
201
136
136
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
13%
2%10
%2%
2%2%
2%7%
2%2%
2%2%
Adj
. Flo
w (
vph)
740
930
00
028
40
057
40
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
167
00
00
028
40
057
40
Tur
n T
ype
Per
mN
AN
AN
A
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
8
Min
imum
Spl
it (s
)25
.025
.025
.025
.029
.029
.0
Tot
al S
plit
(s)
26.0
26.0
26.0
26.0
46.0
46.0
Tot
al S
plit
(%)
36.1
%36
.1%
36.1
%36
.1%
63.9
%63
.9%
Yel
low
Tim
e (s
)4.
04.
04.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
6.0
6.0
6.0
6.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Act
Effc
t Gre
en (
s)20
.040
.040
.0
Act
uate
d g/
C R
atio
0.28
0.56
0.56
v/c
Rat
io0.
230.
150.
30
Con
trol
Del
ay10
.68.
09.
0
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
10.6
8.0
9.0
LOS
BA
A
App
roac
h D
elay
10.6
8.0
9.0
App
roac
h LO
SB
AA
Que
ue L
engt
h 50
th (
m)
3.8
9.0
19.8
Que
ue L
engt
h 95
th (
m)
10.6
14.3
28.4
Inte
rnal
Lin
k D
ist (
m)
166.
213
1.6
78.4
71.5
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
731
1853
1944
Sta
rvat
ion
Cap
Red
uctn
00
0
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
7: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 24
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
230.
150.
30
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 7
2
Act
uate
d C
ycle
Len
gth:
72
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
T a
nd 6
:SB
T, S
tart
of G
reen
Nat
ural
Cyc
le: 5
5
Con
trol
Typ
e: P
retim
ed
Max
imum
v/c
Rat
io: 0
.30
Inte
rsec
tion
Sig
nal D
elay
: 9.0
Inte
rsec
tion
LOS
: A
Inte
rsec
tion
Cap
acity
Util
izat
ion
45.0
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
7: B
ay S
t & C
umbe
rland
St
Queues
Futu
re T
ota
l A
M
7: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 25
Lane
Gro
upE
BT
NB
TS
BT
Lane
Gro
up F
low
(vp
h)16
728
457
4
v/c
Rat
io0.
230.
150.
30
Con
trol
Del
ay10
.68.
09.
0
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
10.6
8.0
9.0
Que
ue L
engt
h 50
th (
m)
3.8
9.0
19.8
Que
ue L
engt
h 95
th (
m)
10.6
14.3
28.4
Inte
rnal
Lin
k D
ist (
m)
166.
278
.471
.5
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
731
1853
1944
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
230.
150.
30
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l A
M
7: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 26
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)67
084
00
00
256
00
517
0
Fut
ure
Vol
ume
(vph
)67
084
00
00
256
00
517
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
6.0
6.0
6.0
Lane
Util
. Fac
tor
0.95
0.95
0.95
Frp
b, p
ed/b
ikes
0.99
1.00
1.00
Flp
b, p
ed/b
ikes
0.99
1.00
1.00
Frt
0.92
1.00
1.00
Flt
Pro
tect
ed0.
981.
001.
00
Sat
d. F
low
(pr
ot)
2825
3336
3500
Flt
Per
mitt
ed0.
831.
001.
00
Sat
d. F
low
(pe
rm)
2392
3336
3500
Pea
k-ho
ur fa
ctor
, PH
F0.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
900.
90
Adj
. Flo
w (
vph)
740
930
00
028
40
057
40
RT
OR
Red
uctio
n (v
ph)
067
00
00
00
00
00
Lane
Gro
up F
low
(vp
h)0
100
00
00
028
40
057
40
Con
fl. P
eds.
(#/
hr)
201
136
136
Hea
vy V
ehic
les
(%)
13%
2%10
%2%
2%2%
2%7%
2%2%
2%2%
Tur
n T
ype
Per
mN
AN
AN
A
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
8
Act
uate
d G
reen
, G (
s)20
.040
.040
.0
Effe
ctiv
e G
reen
, g (
s)20
.040
.040
.0
Act
uate
d g/
C R
atio
0.28
0.56
0.56
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
Lane
Grp
Cap
(vp
h)66
418
5319
44
v/s
Rat
io P
rot
0.09
c0.1
6
v/s
Rat
io P
erm
c0.0
4
v/c
Rat
io0.
150.
150.
30
Uni
form
Del
ay, d
119
.67.
88.
5
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
0.5
0.2
0.4
Del
ay (
s)20
.17.
98.
9
Leve
l of S
ervi
ceC
AA
App
roac
h D
elay
(s)
20.1
0.0
7.9
8.9
App
roac
h LO
SC
AA
A
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay10
.5H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.25
Act
uate
d C
ycle
Len
gth
(s)
72.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
45.0
%IC
U L
evel
of S
ervi
ceA
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
8: Y
onge S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 27
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)27
670
483
594
2
Fut
ure
Vol
ume
(vph
)27
670
483
594
2
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
1.00
0.95
0.95
0.95
Ped
Bik
e F
acto
r
Frt
0.90
4
Flt
Pro
tect
ed0.
986
Sat
d. F
low
(pr
ot)
1556
00
3305
3400
0
Flt
Per
mitt
ed0.
986
Sat
d. F
low
(pe
rm)
1556
00
3305
3400
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)69
.810
3.3
15.7
Tra
vel T
ime
(s)
5.2
7.7
1.2
Con
fl. P
eds.
(#/
hr)
148
341
313
313
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hea
vy V
ehic
les
(%)
3%1%
2%8%
5%0%
Adj
. Flo
w (
vph)
3074
053
766
02
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)10
40
053
766
20
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
36.5
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l A
M
8: Y
onge S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 28
Mov
emen
tE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
2767
048
359
42
Fut
ure
Vol
ume
(Veh
/h)
2767
048
359
42
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)30
740
537
660
2
Ped
estr
ians
313
341
148
Lane
Wid
th (
m)
3.0
3.5
3.5
Wal
king
Spe
ed (
m/s
)1.
11.
11.
1
Per
cent
Blo
ckag
e24
3013
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)10
392
pX, p
lato
on u
nblo
cked
0.95
vC, c
onfli
ctin
g vo
lum
e13
9098
597
5
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol13
0098
597
5
tC, s
ingl
e (s
)6.
96.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%68
4410
0
cM c
apac
ity (
veh/
h)95
133
536
Dire
ctio
n, L
ane
#E
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al10
426
826
844
022
2
Vol
ume
Left
300
00
0
Vol
ume
Rig
ht74
00
02
cSH
119
1700
1700
1700
1700
Vol
ume
to C
apac
ity0.
870.
160.
160.
260.
13
Que
ue L
engt
h 95
th (
m)
40.8
0.0
0.0
0.0
0.0
Con
trol
Del
ay (
s)11
9.3
0.0
0.0
0.0
0.0
Lane
LO
SF
App
roac
h D
elay
(s)
119.
30.
00.
0
App
roac
h LO
SF
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
9.5
Inte
rsec
tion
Cap
acity
Util
izat
ion
36.5
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
9: S
ite D
rivew
ay &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 29
Lane
Gro
upE
BT
EB
RW
BL
WB
TN
BL
NB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
1217
026
20
Fut
ure
Vol
ume
(vph
)0
1217
026
20
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.5
3.5
3.5
3.5
3.0
3.0
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
Frt
0.86
50.
942
Flt
Pro
tect
ed0.
950
0.97
2
Sat
d. F
low
(pr
ot)
1593
00
1750
1592
0
Flt
Per
mitt
ed0.
950
0.97
2
Sat
d. F
low
(pe
rm)
1593
00
1750
1592
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)15
2.8
74.1
91.9
Tra
vel T
ime
(s)
11.5
5.6
6.9
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Adj
. Flo
w (
vph)
013
190
2922
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)13
00
1951
0
Sig
n C
ontr
olF
ree
Fre
eS
top
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
17.6
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l A
M
9: S
ite D
rivew
ay &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 30
Mov
emen
tE
BT
EB
RW
BL
WB
TN
BL
NB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
012
170
2620
Fut
ure
Vol
ume
(Veh
/h)
012
170
2620
Sig
n C
ontr
olF
ree
Fre
eS
top
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)0
1319
029
22
Ped
estr
ians
Lane
Wid
th (
m)
Wal
king
Spe
ed (
m/s
)
Per
cent
Blo
ckag
e
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)15
374
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e13
446
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol13
446
tC, s
ingl
e (s
)4.
16.
46.
2
tC, 2
sta
ge (
s)
tF (
s)2.
23.
53.
3
p0 q
ueue
free
%99
9798
cM c
apac
ity (
veh/
h)16
0695
510
76
Dire
ctio
n, L
ane
#E
B 1
WB
1N
B 1
Vol
ume
Tot
al13
1951
Vol
ume
Left
019
29
Vol
ume
Rig
ht13
022
cSH
1700
1606
1003
Vol
ume
to C
apac
ity0.
010.
010.
05
Que
ue L
engt
h 95
th (
m)
0.0
0.3
1.2
Con
trol
Del
ay (
s)0.
07.
38.
8
Lane
LO
SA
A
App
roac
h D
elay
(s)
0.0
7.3
8.8
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
7.1
Inte
rsec
tion
Cap
acity
Util
izat
ion
17.6
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l A
M
10: C
um
berland S
t &
Site D
rivew
ay
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 31
Lane
Gro
upE
BL
EB
TW
BT
WB
RS
BL
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)1
00
019
0
Fut
ure
Vol
ume
(vph
)1
00
019
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.5
3.5
3.5
3.5
3.0
3.0
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
Frt
Flt
Pro
tect
ed0.
950
0.95
0
Sat
d. F
low
(pr
ot)
017
5018
420
1652
0
Flt
Per
mitt
ed0.
950
0.95
0
Sat
d. F
low
(pe
rm)
017
5018
420
1652
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)15
5.6
69.8
91.9
Tra
vel T
ime
(s)
11.7
5.2
6.9
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Adj
. Flo
w (
vph)
10
00
210
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
10
021
0
Sig
n C
ontr
olF
ree
Fre
eS
top
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
13.3
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l A
M
10: C
um
berland S
t &
Site D
rivew
ay
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 32
Mov
emen
tE
BL
EB
TW
BT
WB
RS
BL
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
10
00
190
Fut
ure
Vol
ume
(Veh
/h)
10
00
190
Sig
n C
ontr
olF
ree
Fre
eS
top
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)1
00
021
0
Ped
estr
ians
Lane
Wid
th (
m)
Wal
king
Spe
ed (
m/s
)
Per
cent
Blo
ckag
e
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)15
5
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e0
20
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol0
20
tC, s
ingl
e (s
)4.
16.
46.
2
tC, 2
sta
ge (
s)
tF (
s)2.
23.
53.
3
p0 q
ueue
free
%10
098
100
cM c
apac
ity (
veh/
h)16
2310
2010
85
Dire
ctio
n, L
ane
#E
B 1
WB
1S
B 1
Vol
ume
Tot
al1
021
Vol
ume
Left
10
21
Vol
ume
Rig
ht0
00
cSH
1623
1700
1020
Vol
ume
to C
apac
ity0.
000.
000.
02
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.5
Con
trol
Del
ay (
s)7.
20.
08.
6
Lane
LO
SA
A
App
roac
h D
elay
(s)
7.2
0.0
8.6
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
8.5
Inte
rsec
tion
Cap
acity
Util
izat
ion
13.3
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 1
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)1
701
90
649
60
546
104
461
44
Fut
ure
Vol
ume
(vph
)1
701
90
649
60
546
104
461
44
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
991.
000.
990.
95
Frt
0.99
80.
999
0.99
70.
987
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
035
050
035
090
034
550
033
150
Flt
Per
mitt
ed0.
955
0.95
0
Sat
d. F
low
(pe
rm)
033
470
035
090
034
550
031
450
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
11
210
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)23
2.1
233.
518
9.9
103.
3
Tra
vel T
ime
(s)
17.4
17.5
14.2
7.7
Con
fl. P
eds.
(#/
hr)
1751
1320
1320
1751
1116
1271
1271
1116
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%1%
0%2%
1%20
%2%
2%0%
0%1%
5%
Adj
. Flo
w (
vph)
173
89
068
36
057
511
448
546
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
748
00
689
00
586
00
535
0
Tur
n T
ype
Per
mN
AN
AN
AP
erm
NA
Pro
tect
ed P
hase
s2
64
8
Per
mitt
ed P
hase
s2
64
8
Det
ecto
r P
hase
22
66
44
88
Sw
itch
Pha
se
Min
imum
Initi
al (
s)20
.020
.020
.020
.020
.020
.020
.020
.0
Min
imum
Spl
it (s
)26
.026
.026
.026
.026
.026
.026
.026
.0
Tot
al S
plit
(s)
33.0
33.0
33.0
33.0
31.0
31.0
31.0
31.0
Tot
al S
plit
(%)
34.4
%34
.4%
34.4
%34
.4%
32.3
%32
.3%
32.3
%32
.3%
Yel
low
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
All-
Red
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
5.0
5.0
Lead
/Lag
Lag
Lag
Lag
Lag
Lead
-Lag
Opt
imiz
e?Y
esY
esY
esY
es
Rec
all M
ode
C-M
axC
-Max
Non
eN
one
Non
eN
one
Non
eN
one
Act
Effc
t Gre
en (
s)61
.961
.924
.124
.1
Act
uate
d g/
C R
atio
0.64
0.64
0.25
0.25
v/c
Rat
io0.
350.
300.
680.
67
Con
trol
Del
ay8.
78.
436
.236
.0
Que
ue D
elay
0.0
0.0
0.0
0.0
Tot
al D
elay
8.7
8.4
36.2
36.0
LOS
AA
DD
App
roac
h D
elay
8.7
8.4
36.2
36.0
App
roac
h LO
SA
AD
D
Que
ue L
engt
h 50
th (
m)
29.0
25.7
52.3
46.9
Que
ue L
engt
h 95
th (
m)
47.0
42.0
64.1
58.7
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 2
Lane
Gro
upØ
3Ø
7
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)
Fut
ure
Vol
ume
(vph
)
Idea
l Flo
w (
vphp
l)
Lane
Util
. Fac
tor
Ped
Bik
e F
acto
r
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
Rig
ht T
urn
on R
ed
Sat
d. F
low
(R
TO
R)
Link
Spe
ed (
k/h)
Link
Dis
tanc
e (m
)
Tra
vel T
ime
(s)
Con
fl. P
eds.
(#/
hr)
Pea
k H
our
Fac
tor
Hea
vy V
ehic
les
(%)
Adj
. Flo
w (
vph)
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)
Tur
n T
ype
Pro
tect
ed P
hase
s3
7
Per
mitt
ed P
hase
s
Det
ecto
r P
hase
Sw
itch
Pha
se
Min
imum
Initi
al (
s)28
.028
.0
Min
imum
Spl
it (s
)31
.032
.0
Tot
al S
plit
(s)
32.0
32.0
Tot
al S
plit
(%)
33%
33%
Yel
low
Tim
e (s
)2.
03.
5
All-
Red
Tim
e (s
)0.
00.
0
Lost
Tim
e A
djus
t (s)
Tot
al L
ost T
ime
(s)
Lead
/Lag
Lead
Lead
Lead
-Lag
Opt
imiz
e?Y
esY
es
Rec
all M
ode
Non
eN
one
Act
Effc
t Gre
en (
s)
Act
uate
d g/
C R
atio
v/c
Rat
io
Con
trol
Del
ay
Que
ue D
elay
Tot
al D
elay
LOS
App
roac
h D
elay
App
roac
h LO
S
Que
ue L
engt
h 50
th (
m)
Que
ue L
engt
h 95
th (
m)
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 3
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Inte
rnal
Lin
k D
ist (
m)
208.
120
9.5
165.
979
.3
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
2159
2264
961
880
Sta
rvat
ion
Cap
Red
uctn
00
00
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
350.
300.
610.
61
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
6
Act
uate
d C
ycle
Len
gth:
96
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:EB
TL,
Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 8
5
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.68
Inte
rsec
tion
Sig
nal D
elay
: 20.
6In
ters
ectio
n LO
S: C
Inte
rsec
tion
Cap
acity
Util
izat
ion
47.0
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
1: Y
onge
St &
Blo
or S
t
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 4
Lane
Gro
upØ
3Ø
7
Inte
rnal
Lin
k D
ist (
m)
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
Sta
rvat
ion
Cap
Red
uctn
Spi
llbac
k C
ap R
educ
tn
Sto
rage
Cap
Red
uctn
Red
uced
v/c
Rat
io
Inte
rsec
tion
Sum
mar
y
Queues
Futu
re T
ota
l P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 5
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)74
868
958
653
5
v/c
Rat
io0.
350.
300.
680.
67
Con
trol
Del
ay8.
78.
436
.236
.0
Que
ue D
elay
0.0
0.0
0.0
0.0
Tot
al D
elay
8.7
8.4
36.2
36.0
Que
ue L
engt
h 50
th (
m)
29.0
25.7
52.3
46.9
Que
ue L
engt
h 95
th (
m)
47.0
42.0
64.1
58.7
Inte
rnal
Lin
k D
ist (
m)
208.
120
9.5
165.
979
.3
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
2159
2264
961
880
Sta
rvat
ion
Cap
Red
uctn
00
00
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
350.
300.
610.
61
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l P
M
1: Y
onge S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 6
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)1
701
90
649
60
546
104
461
44
Fut
ure
Vol
ume
(vph
)1
701
90
649
60
546
104
461
44
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
5.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
0.95
0.95
0.95
0.95
Frp
b, p
ed/b
ikes
0.99
1.00
0.99
0.95
Flp
b, p
ed/b
ikes
1.00
1.00
1.00
1.00
Frt
1.00
1.00
1.00
0.99
Flt
Pro
tect
ed1.
001.
001.
001.
00
Sat
d. F
low
(pr
ot)
3505
3508
3456
3310
Flt
Per
mitt
ed0.
951.
001.
000.
95
Sat
d. F
low
(pe
rm)
3346
3508
3456
3146
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
173
89
068
36
057
511
448
546
RT
OR
Red
uctio
n (v
ph)
00
00
00
01
00
70
Lane
Gro
up F
low
(vp
h)0
748
00
689
00
585
00
528
0
Con
fl. P
eds.
(#/
hr)
1751
1320
1320
1751
1116
1271
1271
1116
Hea
vy V
ehic
les
(%)
0%1%
0%2%
1%20
%2%
2%0%
0%1%
5%
Tur
n T
ype
Per
mN
AN
AN
AP
erm
NA
Pro
tect
ed P
hase
s2
64
8
Per
mitt
ed P
hase
s2
64
8
Act
uate
d G
reen
, G (
s)60
.960
.923
.123
.1
Effe
ctiv
e G
reen
, g (
s)61
.961
.924
.124
.1
Act
uate
d g/
C R
atio
0.64
0.64
0.25
0.25
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)21
5722
6186
778
9
v/s
Rat
io P
rot
0.20
c0.1
7
v/s
Rat
io P
erm
c0.2
20.
17
v/c
Rat
io0.
350.
300.
670.
67
Uni
form
Del
ay, d
17.
87.
532
.432
.4
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
0.4
0.1
2.1
2.2
Del
ay (
s)8.
27.
634
.534
.5
Leve
l of S
ervi
ceA
AC
C
App
roac
h D
elay
(s)
8.2
7.6
34.5
34.5
App
roac
h LO
SA
AC
C
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay19
.6H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.46
Act
uate
d C
ycle
Len
gth
(s)
96.0
Sum
of l
ost t
ime
(s)
13.5
Inte
rsec
tion
Cap
acity
Util
izat
ion
47.0
%IC
U L
evel
of S
ervi
ceA
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 7
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)94
514
6995
502
101
137
854
996
417
104
Fut
ure
Vol
ume
(vph
)94
514
6995
502
101
137
854
996
417
104
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
Sto
rage
Len
gth
(m)
15.2
0.0
13.7
0.0
20.4
0.0
10.4
0.0
Sto
rage
Lan
es1
01
01
01
0
Tap
er L
engt
h (m
)7.
67.
67.
67.
6
Lane
Util
. Fac
tor
1.00
0.95
0.95
1.00
0.95
0.95
1.00
0.95
0.95
1.00
0.95
0.95
Ped
Bik
e F
acto
r0.
850.
950.
850.
930.
841.
000.
900.
91
Frt
0.98
20.
975
0.99
90.
970
Flt
Pro
tect
ed0.
950
0.95
00.
950
0.95
0
Sat
d. F
low
(pr
ot)
1685
3307
016
3631
920
1685
3518
016
6830
900
Flt
Per
mitt
ed0.
323
0.34
20.
290
0.31
4
Sat
d. F
low
(pe
rm)
486
3307
050
331
920
432
3518
049
430
900
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
194
137
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)28
5.7
232.
113
4.3
102.
4
Tra
vel T
ime
(s)
21.4
17.4
10.1
7.7
Con
fl. P
eds.
(#/
hr)
845
695
695
845
966
546
546
966
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%1%
0%3%
1%1%
0%1%
0%1%
1%4%
Adj
. Flo
w (
vph)
9954
173
100
528
106
144
899
910
143
910
9
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)99
614
010
063
40
144
908
010
154
80
Tur
n T
ype
Per
mN
AP
erm
NA
pm+
ptN
AP
erm
NA
Pro
tect
ed P
hase
s4
85
26
Per
mitt
ed P
hase
s4
82
6
Det
ecto
r P
hase
44
88
52
66
Sw
itch
Pha
se
Min
imum
Initi
al (
s)23
.023
.023
.023
.06.
023
.022
.022
.0
Min
imum
Spl
it (s
)29
.029
.029
.029
.010
.029
.029
.029
.0
Tot
al S
plit
(s)
40.0
40.0
40.0
40.0
15.0
50.0
35.0
35.0
Tot
al S
plit
(%)
44.4
%44
.4%
44.4
%44
.4%
16.7
%55
.6%
38.9
%38
.9%
Yel
low
Tim
e (s
)3.
03.
03.
03.
03.
03.
03.
03.
0
All-
Red
Tim
e (s
)3.
03.
03.
03.
01.
03.
03.
03.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-4.0
-1.0
2.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
2.0
5.0
6.0
5.0
5.0
5.0
Lead
/Lag
Lead
Lag
Lag
Lead
-Lag
Opt
imiz
e?Y
esY
esY
es
Rec
all M
ode
Max
Max
Max
Max
Non
eC
-Max
C-M
axC
-Max
Act
Effc
t Gre
en (
s)35
.035
.038
.035
.044
.045
.031
.631
.6
Act
uate
d g/
C R
atio
0.39
0.39
0.42
0.39
0.49
0.50
0.35
0.35
v/c
Rat
io0.
520.
470.
470.
510.
460.
520.
580.
49
Con
trol
Del
ay33
.321
.427
.922
.617
.916
.541
.223
.5
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.5
Tot
al D
elay
33.3
21.4
27.9
22.6
17.9
16.5
41.2
23.9
LOS
CC
CC
BB
DC
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 8
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
App
roac
h D
elay
23.0
23.3
16.7
26.6
App
roac
h LO
SC
CB
C
Que
ue L
engt
h 50
th (
m)
12.9
39.5
12.1
42.7
13.3
53.0
14.1
36.0
Que
ue L
engt
h 95
th (
m)
30.4
54.6
28.2
58.3
23.9
69.3
#37.
352
.4
Inte
rnal
Lin
k D
ist (
m)
261.
720
8.1
110.
378
.4
Tur
n B
ay L
engt
h (m
)15
.213
.720
.410
.4
Bas
e C
apac
ity (
vph)
189
1297
212
1243
336
1759
173
1108
Sta
rvat
ion
Cap
Red
uctn
00
00
00
020
9
Spi
llbac
k C
ap R
educ
tn0
00
00
00
0
Sto
rage
Cap
Red
uctn
00
00
00
00
Red
uced
v/c
Rat
io0.
520.
470.
470.
510.
430.
520.
580.
61
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
0
Act
uate
d C
ycle
Len
gth:
90
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
L, S
tart
of G
reen
Nat
ural
Cyc
le: 7
0
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.58
Inte
rsec
tion
Sig
nal D
elay
: 21.
7In
ters
ectio
n LO
S: C
Inte
rsec
tion
Cap
acity
Util
izat
ion
97.3
%IC
U L
evel
of S
ervi
ce F
Ana
lysi
s P
erio
d (m
in)
15
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
Spl
its a
nd P
hase
s:
2: B
ay S
t & B
loor
St
Queues
Futu
re T
ota
l P
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 9
Lane
Gro
upE
BL
EB
TW
BL
WB
TN
BL
NB
TS
BL
SB
T
Lane
Gro
up F
low
(vp
h)99
614
100
634
144
908
101
548
v/c
Rat
io0.
520.
470.
470.
510.
460.
520.
580.
49
Con
trol
Del
ay33
.321
.427
.922
.617
.916
.541
.223
.5
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.5
Tot
al D
elay
33.3
21.4
27.9
22.6
17.9
16.5
41.2
23.9
Que
ue L
engt
h 50
th (
m)
12.9
39.5
12.1
42.7
13.3
53.0
14.1
36.0
Que
ue L
engt
h 95
th (
m)
30.4
54.6
28.2
58.3
23.9
69.3
#37.
352
.4
Inte
rnal
Lin
k D
ist (
m)
261.
720
8.1
110.
378
.4
Tur
n B
ay L
engt
h (m
)15
.213
.720
.410
.4
Bas
e C
apac
ity (
vph)
189
1297
212
1243
336
1759
173
1108
Sta
rvat
ion
Cap
Red
uctn
00
00
00
020
9
Spi
llbac
k C
ap R
educ
tn0
00
00
00
0
Sto
rage
Cap
Red
uctn
00
00
00
00
Red
uced
v/c
Rat
io0.
520.
470.
470.
510.
430.
520.
580.
61
Inte
rsec
tion
Sum
mar
y
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l P
M
2: B
ay S
t &
Blo
or
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 10
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)94
514
6995
502
101
137
854
996
417
104
Fut
ure
Vol
ume
(vph
)94
514
6995
502
101
137
854
996
417
104
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Wid
th
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
3.0
3.5
3.5
Tot
al L
ost t
ime
(s)
5.0
5.0
2.0
5.0
6.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
1.00
0.95
1.00
0.95
1.00
0.95
1.00
0.95
Frp
b, p
ed/b
ikes
1.00
0.95
1.00
0.93
1.00
1.00
1.00
0.91
Flp
b, p
ed/b
ikes
0.85
1.00
0.85
1.00
0.96
1.00
0.90
1.00
Frt
1.00
0.98
1.00
0.97
1.00
1.00
1.00
0.97
Flt
Pro
tect
ed0.
951.
000.
951.
000.
951.
000.
951.
00
Sat
d. F
low
(pr
ot)
1429
3307
1398
3191
1616
3517
1494
3091
Flt
Per
mitt
ed0.
321.
000.
341.
000.
291.
000.
311.
00
Sat
d. F
low
(pe
rm)
486
3307
503
3191
494
3517
494
3091
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
9954
173
100
528
106
144
899
910
143
910
9
RT
OR
Red
uctio
n (v
ph)
012
00
20
01
00
240
Lane
Gro
up F
low
(vp
h)99
602
010
063
20
144
908
010
152
40
Con
fl. P
eds.
(#/
hr)
845
695
695
845
966
546
546
966
Hea
vy V
ehic
les
(%)
0%1%
0%3%
1%1%
0%1%
0%1%
1%4%
Tur
n T
ype
Per
mN
AP
erm
NA
pm+
ptN
AP
erm
NA
Pro
tect
ed P
hase
s4
85
26
Per
mitt
ed P
hase
s4
82
6
Act
uate
d G
reen
, G (
s)34
.034
.034
.034
.044
.044
.030
.630
.6
Effe
ctiv
e G
reen
, g (
s)35
.035
.038
.035
.042
.045
.031
.631
.6
Act
uate
d g/
C R
atio
0.39
0.39
0.42
0.39
0.47
0.50
0.35
0.35
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
4.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
03.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)18
912
8621
212
4032
217
5817
310
85
v/s
Rat
io P
rot
0.18
0.20
0.04
c0.2
60.
17
v/s
Rat
io P
erm
c0.2
00.
200.
17c0
.20
v/c
Rat
io0.
520.
470.
470.
510.
450.
520.
580.
48
Uni
form
Del
ay, d
121
.120
.518
.821
.015
.115
.223
.822
.8
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
10.0
1.2
7.4
1.5
1.0
1.1
13.6
1.5
Del
ay (
s)31
.121
.826
.122
.516
.116
.337
.424
.4
Leve
l of S
ervi
ceC
CC
CB
BD
C
App
roac
h D
elay
(s)
23.1
23.0
16.2
26.4
App
roac
h LO
SC
CB
C
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay21
.4H
CM
200
0 Le
vel o
f Ser
vice
C
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.57
Act
uate
d C
ycle
Len
gth
(s)
90.0
Sum
of l
ost t
ime
(s)
16.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
97.3
%IC
U L
evel
of S
ervi
ceF
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 11
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)33
7520
133
147
8576
783
150
5041
782
Fut
ure
Vol
ume
(vph
)33
7520
133
147
8576
783
150
5041
782
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
920.
850.
970.
95
Frt
0.97
90.
969
0.97
80.
978
Flt
Pro
tect
ed0.
987
0.98
20.
996
0.99
5
Sat
d. F
low
(pr
ot)
017
100
016
130
033
580
032
720
Flt
Per
mitt
ed0.
849
0.82
70.
847
0.76
9
Sat
d. F
low
(pe
rm)
014
220
012
350
028
310
025
240
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
1118
3535
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)20
0.3
161.
795
.511
5.7
Tra
vel T
ime
(s)
15.0
12.1
7.2
8.7
Con
fl. P
eds.
(#/
hr)
263
358
358
263
106
6060
106
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%0%
5%5%
2%2%
1%1%
0%0%
2%0%
Adj
. Flo
w (
vph)
3579
2114
015
589
8082
415
853
439
86
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
135
00
384
00
1062
00
578
0
Tur
n T
ype
Per
mN
AP
erm
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
82
6
Det
ecto
r P
hase
44
88
22
66
Sw
itch
Pha
se
Min
imum
Initi
al (
s)24
.024
.024
.024
.017
.017
.017
.017
.0
Min
imum
Spl
it (s
)30
.030
.030
.030
.023
.023
.023
.023
.0
Tot
al S
plit
(s)
36.0
36.0
36.0
36.0
54.0
54.0
54.0
54.0
Tot
al S
plit
(%)
40.0
%40
.0%
40.0
%40
.0%
60.0
%60
.0%
60.0
%60
.0%
Yel
low
Tim
e (s
)4.
04.
04.
04.
04.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
02.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
-1.0
-1.0
-1.0
-1.0
Tot
al L
ost T
ime
(s)
5.0
5.0
5.0
5.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Rec
all M
ode
Non
eN
one
Non
eN
one
C-M
axC
-Max
C-M
axC
-Max
Act
Effc
t Gre
en (
s)29
.829
.850
.250
.2
Act
uate
d g/
C R
atio
0.33
0.33
0.56
0.56
v/c
Rat
io0.
280.
910.
670.
41
Con
trol
Del
ay21
.755
.816
.411
.9
Que
ue D
elay
0.0
0.0
7.2
0.0
Tot
al D
elay
21.7
55.8
23.6
11.9
LOS
CE
CB
App
roac
h D
elay
21.7
55.8
23.6
11.9
App
roac
h LO
SC
EC
B
Que
ue L
engt
h 50
th (
m)
15.2
59.1
63.7
27.1
Que
ue L
engt
h 95
th (
m)
29.1
#111
.385
.738
.8
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 12
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Inte
rnal
Lin
k D
ist (
m)
176.
313
7.7
71.5
91.7
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
497
437
1595
1424
Sta
rvat
ion
Cap
Red
uctn
00
487
0
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
270.
880.
960.
41
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
0
Act
uate
d C
ycle
Len
gth:
90
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
L, S
tart
of G
reen
Nat
ural
Cyc
le: 6
0
Con
trol
Typ
e: A
ctua
ted-
Coo
rdin
ated
Max
imum
v/c
Rat
io: 0
.91
Inte
rsec
tion
Sig
nal D
elay
: 26.
1In
ters
ectio
n LO
S: C
Inte
rsec
tion
Cap
acity
Util
izat
ion
87.2
%IC
U L
evel
of S
ervi
ce E
Ana
lysi
s P
erio
d (m
in)
15
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
Spl
its a
nd P
hase
s:
3: B
ay S
t & Y
orkv
ille
Ave
Queues
Futu
re T
ota
l P
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 13
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)13
538
410
6257
8
v/c
Rat
io0.
280.
910.
670.
41
Con
trol
Del
ay21
.755
.816
.411
.9
Que
ue D
elay
0.0
0.0
7.2
0.0
Tot
al D
elay
21.7
55.8
23.6
11.9
Que
ue L
engt
h 50
th (
m)
15.2
59.1
63.7
27.1
Que
ue L
engt
h 95
th (
m)
29.1
#111
.385
.738
.8
Inte
rnal
Lin
k D
ist (
m)
176.
313
7.7
71.5
91.7
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
497
437
1595
1424
Sta
rvat
ion
Cap
Red
uctn
00
487
0
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
270.
880.
960.
41
Inte
rsec
tion
Sum
mar
y
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l P
M
3: B
ay S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 14
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)33
7520
133
147
8576
783
150
5041
782
Fut
ure
Vol
ume
(vph
)33
7520
133
147
8576
783
150
5041
782
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
5.0
5.0
5.0
5.0
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.95
0.93
0.97
0.96
Flp
b, p
ed/b
ikes
0.97
0.91
0.99
1.00
Frt
0.98
0.97
0.98
0.98
Flt
Pro
tect
ed0.
990.
981.
001.
00
Sat
d. F
low
(pr
ot)
1654
1467
3329
3265
Flt
Per
mitt
ed0.
850.
830.
850.
77
Sat
d. F
low
(pe
rm)
1423
1235
2831
2524
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
3579
2114
015
589
8082
415
853
439
86
RT
OR
Red
uctio
n (v
ph)
07
00
120
015
00
150
Lane
Gro
up F
low
(vp
h)0
128
00
372
00
1047
00
563
0
Con
fl. P
eds.
(#/
hr)
263
358
358
263
106
6060
106
Hea
vy V
ehic
les
(%)
0%0%
5%5%
2%2%
1%1%
0%0%
2%0%
Tur
n T
ype
Per
mN
AP
erm
NA
Per
mN
AP
erm
NA
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
82
6
Act
uate
d G
reen
, G (
s)28
.828
.849
.249
.2
Effe
ctiv
e G
reen
, g (
s)29
.829
.850
.250
.2
Act
uate
d g/
C R
atio
0.33
0.33
0.56
0.56
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Veh
icle
Ext
ensi
on (
s)3.
03.
03.
03.
0
Lane
Grp
Cap
(vp
h)47
140
815
7914
07
v/s
Rat
io P
rot
v/s
Rat
io P
erm
0.09
c0.3
0c0
.37
0.22
v/c
Rat
io0.
270.
910.
660.
40
Uni
form
Del
ay, d
122
.128
.814
.011
.3
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
0.3
24.2
2.2
0.8
Del
ay (
s)22
.453
.116
.212
.2
Leve
l of S
ervi
ceC
DB
B
App
roac
h D
elay
(s)
22.4
53.1
16.2
12.2
App
roac
h LO
SC
DB
B
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay22
.1H
CM
200
0 Le
vel o
f Ser
vice
C
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.75
Act
uate
d C
ycle
Len
gth
(s)
90.0
Sum
of l
ost t
ime
(s)
10.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
87.2
%IC
U L
evel
of S
ervi
ceE
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
4: Y
onge S
t &
Colli
er
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 15
Lane
Gro
upW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
069
295
1649
8
Fut
ure
Vol
ume
(vph
)0
069
295
1649
8
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r
Frt
0.98
2
Flt
Pro
tect
ed0.
998
Sat
d. F
low
(pr
ot)
00
3475
00
3529
Flt
Per
mitt
ed0.
998
Sat
d. F
low
(pe
rm)
00
3475
00
3529
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)11
1.8
22.2
163.
1
Tra
vel T
ime
(s)
8.4
1.7
12.2
Con
fl. P
eds.
(#/
hr)
496
496
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
2%2%
1%0%
0%1%
Adj
. Flo
w (
vph)
00
728
100
1752
4
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
082
80
054
1
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
28.7
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l P
M
4: Y
onge S
t &
Colli
er
St
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 16
Mov
emen
tW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
692
9516
498
Fut
ure
Vol
ume
(Veh
/h)
00
692
9516
498
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)0
072
810
017
524
Ped
estr
ians
496
Lane
Wid
th (
m)
0.0
Wal
king
Spe
ed (
m/s
)1.
1
Per
cent
Blo
ckag
e0
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)22
pX, p
lato
on u
nblo
cked
0.91
0.91
0.91
vC, c
onfli
ctin
g vo
lum
e15
7091
013
24
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol14
3370
911
63
tC, s
ingl
e (s
)6.
86.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%10
010
097
cM c
apac
ity (
veh/
h)11
134
355
5
Dire
ctio
n, L
ane
#N
B 1
NB
2S
B 1
SB
2
Vol
ume
Tot
al48
534
319
234
9
Vol
ume
Left
00
170
Vol
ume
Rig
ht0
100
00
cSH
1700
1700
555
1700
Vol
ume
to C
apac
ity0.
290.
200.
030.
21
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.7
0.0
Con
trol
Del
ay (
s)0.
00.
01.
40.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.5
App
roac
h LO
S
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.2
Inte
rsec
tion
Cap
acity
Util
izat
ion
28.7
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
5: Y
onge S
t &
Asquith A
venue
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 17
Lane
Gro
upW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)17
8161
756
3638
1
Fut
ure
Vol
ume
(vph
)17
8161
756
3638
1
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r
Frt
0.88
90.
987
Flt
Pro
tect
ed0.
991
0.99
6
Sat
d. F
low
(pr
ot)
1577
034
490
035
23
Flt
Per
mitt
ed0.
991
0.99
6
Sat
d. F
low
(pe
rm)
1577
034
490
035
23
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)19
1.3
15.7
76.1
Tra
vel T
ime
(s)
14.3
1.2
5.7
Con
fl. P
eds.
(#/
hr)
670
670
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%6%
2%4%
0%1%
Adj
. Flo
w (
vph)
1885
649
5938
401
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)10
30
708
00
439
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
47.3
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l P
M
5: Y
onge S
t &
Asquith A
venue
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 18
Mov
emen
tW
BL
WB
RN
BT
NB
RS
BL
SB
T
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
1781
617
5636
381
Fut
ure
Vol
ume
(Veh
/h)
1781
617
5636
381
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)18
8564
959
3840
1
Ped
estr
ians
670
Lane
Wid
th (
m)
3.5
Wal
king
Spe
ed (
m/s
)1.
1
Per
cent
Blo
ckag
e59
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)11
976
pX, p
lato
on u
nblo
cked
0.86
0.86
0.86
vC, c
onfli
ctin
g vo
lum
e16
2510
2413
78
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol13
9469
211
06
tC, s
ingl
e (s
)6.
87.
04.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
42.
2
p0 q
ueue
free
%54
3583
cM c
apac
ity (
veh/
h)39
132
223
Dire
ctio
n, L
ane
#W
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al10
343
327
517
226
7
Vol
ume
Left
180
038
0
Vol
ume
Rig
ht85
059
00
cSH
9317
0017
0022
317
00
Vol
ume
to C
apac
ity1.
110.
250.
160.
170.
16
Que
ue L
engt
h 95
th (
m)
52.1
0.0
0.0
4.6
0.0
Con
trol
Del
ay (
s)20
8.1
0.0
0.0
8.9
0.0
Lane
LO
SF
A
App
roac
h D
elay
(s)
208.
10.
03.
5
App
roac
h LO
SF
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
18.4
Inte
rsec
tion
Cap
acity
Util
izat
ion
47.3
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 19
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)18
282
111
597
339
157
Fut
ure
Vol
ume
(vph
)18
282
111
597
339
157
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
750.
960.
82
Frt
0.95
80.
953
Flt
Pro
tect
ed0.
967
0.99
2
Sat
d. F
low
(pr
ot)
1469
00
3490
2760
0
Flt
Per
mitt
ed0.
967
0.76
7
Sat
d. F
low
(pe
rm)
1220
00
2583
2760
0
Rig
ht T
urn
on R
edY
esY
es
Sat
d. F
low
(R
TO
R)
2316
5
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)65
.276
.122
.2
Tra
vel T
ime
(s)
4.9
5.7
1.7
Con
fl. P
eds.
(#/
hr)
173
274
289
289
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
0%2%
4%1%
1%1%
Adj
. Flo
w (
vph)
192
8611
762
835
716
5
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)27
80
074
552
20
Tur
n T
ype
Pro
tP
erm
NA
NA
Pro
tect
ed P
hase
s4
26
Per
mitt
ed P
hase
s2
Min
imum
Spl
it (s
)24
.022
.022
.022
.0
Tot
al S
plit
(s)
25.0
65.0
65.0
65.0
Tot
al S
plit
(%)
27.8
%72
.2%
72.2
%72
.2%
Yel
low
Tim
e (s
)3.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
5.0
6.0
6.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Act
Effc
t Gre
en (
s)20
.059
.059
.0
Act
uate
d g/
C R
atio
0.22
0.66
0.66
v/c
Rat
io0.
810.
440.
28
Con
trol
Del
ay50
.18.
54.
7
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
50.1
8.5
4.7
LOS
DA
A
App
roac
h D
elay
50.1
8.5
4.7
App
roac
h LO
SD
AA
Que
ue L
engt
h 50
th (
m)
42.1
29.1
11.4
Que
ue L
engt
h 95
th (
m)
#82.
140
.117
.7
Inte
rnal
Lin
k D
ist (
m)
41.2
52.1
0.1
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
344
1693
1866
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 20
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
810.
440.
28
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 9
0
Act
uate
d C
ycle
Len
gth:
90
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
TL
and
6:S
BT
, Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 5
0
Con
trol
Typ
e: P
retim
ed
Max
imum
v/c
Rat
io: 0
.81
Inte
rsec
tion
Sig
nal D
elay
: 14.
7In
ters
ectio
n LO
S: B
Inte
rsec
tion
Cap
acity
Util
izat
ion
68.7
%IC
U L
evel
of S
ervi
ce C
Ana
lysi
s P
erio
d (m
in)
15
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
Spl
its a
nd P
hase
s:
6: Y
onge
St &
Yor
kvill
e A
ve
Queues
Futu
re T
ota
l P
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 21
Lane
Gro
upE
BL
NB
TS
BT
Lane
Gro
up F
low
(vp
h)27
874
552
2
v/c
Rat
io0.
810.
440.
28
Con
trol
Del
ay50
.18.
54.
7
Que
ue D
elay
0.0
0.0
0.0
Tot
al D
elay
50.1
8.5
4.7
Que
ue L
engt
h 50
th (
m)
42.1
29.1
11.4
Que
ue L
engt
h 95
th (
m)
#82.
140
.117
.7
Inte
rnal
Lin
k D
ist (
m)
41.2
52.1
0.1
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
344
1693
1866
Sta
rvat
ion
Cap
Red
uctn
00
0
Spi
llbac
k C
ap R
educ
tn0
00
Sto
rage
Cap
Red
uctn
00
0
Red
uced
v/c
Rat
io0.
810.
440.
28
Inte
rsec
tion
Sum
mar
y
#
95th
per
cent
ile v
olum
e ex
ceed
s ca
paci
ty, q
ueue
may
be
long
er.
Q
ueue
sho
wn
is m
axim
um a
fter
two
cycl
es.
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l P
M
6: Y
onge S
t &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 22
Mov
emen
tE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)18
282
111
597
339
157
Fut
ure
Vol
ume
(vph
)18
282
111
597
339
157
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th
3.0
3.0
3.5
3.5
3.5
3.5
Tot
al L
ost t
ime
(s)
5.0
6.0
6.0
Lane
Util
. Fac
tor
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.90
1.00
0.82
Flp
b, p
ed/b
ikes
1.00
0.96
1.00
Frt
0.96
1.00
0.95
Flt
Pro
tect
ed0.
970.
991.
00
Sat
d. F
low
(pr
ot)
1469
3341
2759
Flt
Per
mitt
ed0.
970.
771.
00
Sat
d. F
low
(pe
rm)
1469
2581
2759
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
192
8611
762
835
716
5
RT
OR
Red
uctio
n (v
ph)
180
00
570
Lane
Gro
up F
low
(vp
h)26
00
074
546
50
Con
fl. P
eds.
(#/
hr)
173
274
289
289
Hea
vy V
ehic
les
(%)
0%2%
4%1%
1%1%
Tur
n T
ype
Pro
tP
erm
NA
NA
Pro
tect
ed P
hase
s4
26
Per
mitt
ed P
hase
s2
Act
uate
d G
reen
, G (
s)20
.059
.059
.0
Effe
ctiv
e G
reen
, g (
s)20
.059
.059
.0
Act
uate
d g/
C R
atio
0.22
0.66
0.66
Cle
aran
ce T
ime
(s)
5.0
6.0
6.0
Lane
Grp
Cap
(vp
h)32
616
9118
08
v/s
Rat
io P
rot
c0.1
80.
17
v/s
Rat
io P
erm
c0.2
9
v/c
Rat
io0.
800.
440.
26
Uni
form
Del
ay, d
133
.17.
56.
4
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
18.2
0.8
0.3
Del
ay (
s)51
.38.
36.
8
Leve
l of S
ervi
ceD
AA
App
roac
h D
elay
(s)
51.3
8.3
6.8
App
roac
h LO
SD
AA
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay15
.5H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.53
Act
uate
d C
ycle
Len
gth
(s)
90.0
Sum
of l
ost t
ime
(s)
11.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
68.7
%IC
U L
evel
of S
ervi
ceC
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
7: Y
onge S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 23
Lane
Gro
upE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)13
911
60
536
393
0
Fut
ure
Vol
ume
(vph
)13
911
60
536
393
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.0
3.0
3.5
3.5
3.5
3.5
Lane
Util
. Fac
tor
1.00
1.00
1.00
0.95
0.95
1.00
Ped
Bik
e F
acto
r
Frt
0.93
9
Flt
Pro
tect
ed0.
973
Sat
d. F
low
(pr
ot)
1597
00
3500
3535
0
Flt
Per
mitt
ed0.
973
Sat
d. F
low
(pe
rm)
1597
00
3500
3535
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)64
.710
3.3
15.7
Tra
vel T
ime
(s)
4.9
7.7
1.2
Con
fl. P
eds.
(#/
hr)
384
466
466
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
1%2%
2%2%
1%2%
Adj
. Flo
w (
vph)
146
122
056
441
40
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)26
80
056
441
40
Sig
n C
ontr
olS
top
Fre
eF
ree
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
36.5
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l P
M
7: Y
onge S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 24
Mov
emen
tE
BL
EB
RN
BL
NB
TS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
139
116
053
639
30
Fut
ure
Vol
ume
(Veh
/h)
139
116
053
639
30
Sig
n C
ontr
olS
top
Fre
eF
ree
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)14
612
20
564
414
0
Ped
estr
ians
466
438
Lane
Wid
th (
m)
3.0
3.5
3.5
Wal
king
Spe
ed (
m/s
)1.
11.
11.
1
Per
cent
Blo
ckag
e35
03
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)10
392
pX, p
lato
on u
nblo
cked
0.85
vC, c
onfli
ctin
g vo
lum
e12
0067
788
0
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol89
467
788
0
tC, s
ingl
e (s
)6.
86.
94.
1
tC, 2
sta
ge (
s)
tF (
s)3.
53.
32.
2
p0 q
ueue
free
%3
5210
0
cM c
apac
ity (
veh/
h)15
125
549
4
Dire
ctio
n, L
ane
#E
B 1
NB
1N
B 2
SB
1S
B 2
Vol
ume
Tot
al26
828
228
220
720
7
Vol
ume
Left
146
00
00
Vol
ume
Rig
ht12
20
00
0
cSH
185
1700
1700
1700
1700
Vol
ume
to C
apac
ity1.
450.
170.
170.
120.
12
Que
ue L
engt
h 95
th (
m)
125.
00.
00.
00.
00.
0
Con
trol
Del
ay (
s)27
5.5
0.0
0.0
0.0
0.0
Lane
LO
SF
App
roac
h D
elay
(s)
275.
50.
00.
0
App
roac
h LO
SF
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
59.3
Inte
rsec
tion
Cap
acity
Util
izat
ion
36.5
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
8: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 25
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)47
5779
430
660
876
174
4552
01
Fut
ure
Vol
ume
(vph
)47
5779
430
660
876
174
4552
01
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Lane
Util
. Fac
tor
0.95
0.95
0.95
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.95
Ped
Bik
e F
acto
r0.
770.
710.
900.
99
Frt
0.93
50.
918
0.97
5
Flt
Pro
tect
ed0.
987
0.98
10.
996
Sat
d. F
low
(pr
ot)
026
890
013
720
031
100
034
880
Flt
Per
mitt
ed0.
859
0.80
50.
795
Sat
d. F
low
(pe
rm)
021
930
098
90
031
100
027
620
Rig
ht T
urn
on R
edY
esY
esY
esY
es
Sat
d. F
low
(R
TO
R)
3637
1
Link
Spe
ed (
k/h)
4848
4848
Link
Dis
tanc
e (m
)19
0.2
160.
710
2.4
95.5
Tra
vel T
ime
(s)
14.3
12.1
7.7
7.2
Con
fl. P
eds.
(#/
hr)
239
582
582
239
530
471
471
530
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Hea
vy V
ehic
les
(%)
4%0%
0%0%
2%0%
2%1%
1%0%
2%2%
Adj
. Flo
w (
vph)
4960
8345
069
092
218
347
547
1
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
192
00
114
00
1105
00
595
0
Tur
n T
ype
Per
mN
AP
erm
NA
NA
Per
mN
A
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
86
Min
imum
Spl
it (s
)25
.025
.025
.025
.029
.029
.029
.0
Tot
al S
plit
(s)
26.0
26.0
26.0
26.0
62.0
62.0
62.0
Tot
al S
plit
(%)
29.5
%29
.5%
29.5
%29
.5%
70.5
%70
.5%
70.5
%
Yel
low
Tim
e (s
)4.
04.
04.
04.
04.
04.
04.
0
All-
Red
Tim
e (s
)2.
02.
02.
02.
02.
02.
02.
0
Lost
Tim
e A
djus
t (s)
0.0
0.0
0.0
0.0
Tot
al L
ost T
ime
(s)
6.0
6.0
6.0
6.0
Lead
/Lag
Lead
-Lag
Opt
imiz
e?
Act
Effc
t Gre
en (
s)20
.020
.056
.056
.0
Act
uate
d g/
C R
atio
0.23
0.23
0.64
0.64
v/c
Rat
io0.
370.
450.
560.
34
Con
trol
Del
ay25
.426
.610
.48.
1
Que
ue D
elay
0.0
0.0
2.4
0.7
Tot
al D
elay
25.4
26.6
12.8
8.8
LOS
CC
BA
App
roac
h D
elay
25.4
26.6
12.8
8.8
App
roac
h LO
SC
CB
A
Que
ue L
engt
h 50
th (
m)
11.5
11.0
49.5
21.8
Que
ue L
engt
h 95
th (
m)
21.1
26.8
65.4
30.7
Inte
rnal
Lin
k D
ist (
m)
166.
213
6.7
78.4
71.5
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
526
253
1979
1757
Sta
rvat
ion
Cap
Red
uctn
00
713
776
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
8: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 26
Lane
Gro
upE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
370.
450.
870.
61
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Cyc
le L
engt
h: 8
8
Act
uate
d C
ycle
Len
gth:
88
Offs
et: 0
(0%
), R
efer
ence
d to
pha
se 2
:NB
T a
nd 6
:SB
TL,
Sta
rt o
f Gre
en
Nat
ural
Cyc
le: 5
5
Con
trol
Typ
e: P
retim
ed
Max
imum
v/c
Rat
io: 0
.56
Inte
rsec
tion
Sig
nal D
elay
: 13.
6In
ters
ectio
n LO
S: B
Inte
rsec
tion
Cap
acity
Util
izat
ion
95.6
%IC
U L
evel
of S
ervi
ce F
Ana
lysi
s P
erio
d (m
in)
15
Spl
its a
nd P
hase
s:
8: B
ay S
t & C
umbe
rland
St
Queues
Futu
re T
ota
l P
M
8: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 27
Lane
Gro
upE
BT
WB
TN
BT
SB
T
Lane
Gro
up F
low
(vp
h)19
211
411
0559
5
v/c
Rat
io0.
370.
450.
560.
34
Con
trol
Del
ay25
.426
.610
.48.
1
Que
ue D
elay
0.0
0.0
2.4
0.7
Tot
al D
elay
25.4
26.6
12.8
8.8
Que
ue L
engt
h 50
th (
m)
11.5
11.0
49.5
21.8
Que
ue L
engt
h 95
th (
m)
21.1
26.8
65.4
30.7
Inte
rnal
Lin
k D
ist (
m)
166.
213
6.7
78.4
71.5
Tur
n B
ay L
engt
h (m
)
Bas
e C
apac
ity (
vph)
526
253
1979
1757
Sta
rvat
ion
Cap
Red
uctn
00
713
776
Spi
llbac
k C
ap R
educ
tn0
00
0
Sto
rage
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
370.
450.
870.
61
Inte
rsec
tion
Sum
mar
y
HC
M S
ignaliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l P
M
8: B
ay S
t &
Cum
berland S
t12
/10/
2018
Syn
chro
9 R
epor
t
Pag
e 28
Mov
emen
tE
BL
EB
TE
BR
WB
LW
BT
WB
RN
BL
NB
TN
BR
SB
LS
BT
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)47
5779
430
660
876
174
4552
01
Fut
ure
Vol
ume
(vph
)47
5779
430
660
876
174
4552
01
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00
Tot
al L
ost t
ime
(s)
6.0
6.0
6.0
6.0
Lane
Util
. Fac
tor
0.95
1.00
0.95
0.95
Frp
b, p
ed/b
ikes
0.82
0.81
0.90
1.00
Flp
b, p
ed/b
ikes
0.94
0.88
1.00
0.99
Frt
0.94
0.92
0.98
1.00
Flt
Pro
tect
ed0.
990.
981.
001.
00
Sat
d. F
low
(pr
ot)
2522
1205
3111
3460
Flt
Per
mitt
ed0.
860.
811.
000.
79
Sat
d. F
low
(pe
rm)
2194
990
3111
2761
Pea
k-ho
ur fa
ctor
, PH
F0.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
950.
95
Adj
. Flo
w (
vph)
4960
8345
069
092
218
347
547
1
RT
OR
Red
uctio
n (v
ph)
028
00
290
00
00
00
Lane
Gro
up F
low
(vp
h)0
164
00
850
011
050
059
50
Con
fl. P
eds.
(#/
hr)
239
582
582
239
530
471
471
530
Hea
vy V
ehic
les
(%)
4%0%
0%0%
2%0%
2%1%
1%0%
2%2%
Tur
n T
ype
Per
mN
AP
erm
NA
NA
Per
mN
A
Pro
tect
ed P
hase
s4
82
6
Per
mitt
ed P
hase
s4
86
Act
uate
d G
reen
, G (
s)20
.020
.056
.056
.0
Effe
ctiv
e G
reen
, g (
s)20
.020
.056
.056
.0
Act
uate
d g/
C R
atio
0.23
0.23
0.64
0.64
Cle
aran
ce T
ime
(s)
6.0
6.0
6.0
6.0
Lane
Grp
Cap
(vp
h)49
822
519
7917
57
v/s
Rat
io P
rot
c0.3
6
v/s
Rat
io P
erm
0.07
c0.0
90.
22
v/c
Rat
io0.
330.
380.
560.
34
Uni
form
Del
ay, d
128
.428
.89.
07.
4
Pro
gres
sion
Fac
tor
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
1.8
4.8
1.1
0.5
Del
ay (
s)30
.233
.610
.27.
9
Leve
l of S
ervi
ceC
CB
A
App
roac
h D
elay
(s)
30.2
33.6
10.2
7.9
App
roac
h LO
SC
CB
A
Inte
rsec
tion
Sum
mar
y
HC
M 2
000
Con
trol
Del
ay12
.7H
CM
200
0 Le
vel o
f Ser
vice
B
HC
M 2
000
Vol
ume
to C
apac
ity r
atio
0.51
Act
uate
d C
ycle
Len
gth
(s)
88.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
95.6
%IC
U L
evel
of S
ervi
ceF
Ana
lysi
s P
erio
d (m
in)
15
c
Crit
ical
Lan
e G
roup
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
9: S
ite D
rivew
ay &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 29
Lane
Gro
upE
BT
EB
RW
BL
WB
TN
BL
NB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
2424
034
37
Fut
ure
Vol
ume
(vph
)0
2424
034
37
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.5
3.5
3.5
3.5
3.0
3.0
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
Frt
0.86
50.
930
Flt
Pro
tect
ed0.
950
0.97
7
Sat
d. F
low
(pr
ot)
1593
00
1750
1580
0
Flt
Per
mitt
ed0.
950
0.97
7
Sat
d. F
low
(pe
rm)
1593
00
1750
1580
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)16
1.7
65.2
92.0
Tra
vel T
ime
(s)
12.1
4.9
6.9
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Adj
. Flo
w (
vph)
025
250
3639
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)25
00
2575
0
Sig
n C
ontr
olF
ree
Fre
eS
top
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
18.8
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l P
M
9: S
ite D
rivew
ay &
York
vill
e A
ve
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 30
Mov
emen
tE
BT
EB
RW
BL
WB
TN
BL
NB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
024
240
3437
Fut
ure
Vol
ume
(Veh
/h)
024
240
3437
Sig
n C
ontr
olF
ree
Fre
eS
top
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)0
2525
036
39
Ped
estr
ians
Lane
Wid
th (
m)
Wal
king
Spe
ed (
m/s
)
Per
cent
Blo
ckag
e
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)16
265
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e25
6212
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol25
6212
tC, s
ingl
e (s
)4.
16.
46.
2
tC, 2
sta
ge (
s)
tF (
s)2.
23.
53.
3
p0 q
ueue
free
%98
9696
cM c
apac
ity (
veh/
h)15
8992
910
68
Dire
ctio
n, L
ane
#E
B 1
WB
1N
B 1
Vol
ume
Tot
al25
2575
Vol
ume
Left
025
36
Vol
ume
Rig
ht25
039
cSH
1700
1589
996
Vol
ume
to C
apac
ity0.
010.
020.
08
Que
ue L
engt
h 95
th (
m)
0.0
0.4
1.9
Con
trol
Del
ay (
s)0.
07.
38.
9
Lane
LO
SA
A
App
roac
h D
elay
(s)
0.0
7.3
8.9
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
6.8
Inte
rsec
tion
Cap
acity
Util
izat
ion
18.8
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Futu
re T
ota
l P
M
10: C
um
berland S
t &
Site D
rivew
ay
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 31
Lane
Gro
upE
BL
EB
TW
BT
WB
RS
BL
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)25
00
027
0
Fut
ure
Vol
ume
(vph
)25
00
027
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.5
3.5
3.5
3.5
3.0
3.0
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
Frt
Flt
Pro
tect
ed0.
950
0.95
0
Sat
d. F
low
(pr
ot)
017
5018
420
1652
0
Flt
Per
mitt
ed0.
950
0.95
0
Sat
d. F
low
(pe
rm)
017
5018
420
1652
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)16
0.7
64.7
92.0
Tra
vel T
ime
(s)
12.1
4.9
6.9
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Adj
. Flo
w (
vph)
260
00
280
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
260
028
0
Sig
n C
ontr
olF
ree
Fre
eS
top
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
13.3
%IC
U L
evel
of S
ervi
ce A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Futu
re T
ota
l P
M
10: C
um
berland S
t &
Site D
rivew
ay
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 32
Mov
emen
tE
BL
EB
TW
BT
WB
RS
BL
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
250
00
270
Fut
ure
Vol
ume
(Veh
/h)
250
00
270
Sig
n C
ontr
olF
ree
Fre
eS
top
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.95
0.95
0.95
0.95
0.95
0.95
Hou
rly fl
ow r
ate
(vph
)26
00
028
0
Ped
estr
ians
Lane
Wid
th (
m)
Wal
king
Spe
ed (
m/s
)
Per
cent
Blo
ckag
e
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)16
1
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e0
520
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol0
520
tC, s
ingl
e (s
)4.
16.
46.
2
tC, 2
sta
ge (
s)
tF (
s)2.
23.
53.
3
p0 q
ueue
free
%98
9710
0
cM c
apac
ity (
veh/
h)16
2394
110
85
Dire
ctio
n, L
ane
#E
B 1
WB
1S
B 1
Vol
ume
Tot
al26
028
Vol
ume
Left
260
28
Vol
ume
Rig
ht0
00
cSH
1623
1700
941
Vol
ume
to C
apac
ity0.
020.
000.
03
Que
ue L
engt
h 95
th (
m)
0.4
0.0
0.7
Con
trol
Del
ay (
s)7.
30.
08.
9
Lane
LO
SA
A
App
roac
h D
elay
(s)
7.3
0.0
8.9
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
8.1
Inte
rsec
tion
Cap
acity
Util
izat
ion
13.3
%IC
U L
evel
of S
ervi
ce
A
Ana
lysi
s P
erio
d (m
in)
15
Lanes, V
olu
mes, T
imin
gs
Exis
ting A
M
10: C
um
berland S
t &
Site D
rivew
ay
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 31
Lane
Gro
upE
BL
EB
TW
BT
WB
RS
BL
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(vph
)0
00
00
0
Fut
ure
Vol
ume
(vph
)0
00
00
0
Idea
l Flo
w (
vphp
l)19
0019
0019
0019
0019
0019
00
Lane
Wid
th (
m)
3.5
3.5
3.5
3.5
3.0
3.0
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
1.00
1.00
Frt
Flt
Pro
tect
ed
Sat
d. F
low
(pr
ot)
018
4218
420
1739
0
Flt
Per
mitt
ed
Sat
d. F
low
(pe
rm)
018
4218
420
1739
0
Link
Spe
ed (
k/h)
4848
48
Link
Dis
tanc
e (m
)15
5.6
69.8
91.9
Tra
vel T
ime
(s)
11.7
5.2
6.9
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Adj
. Flo
w (
vph)
00
00
00
Sha
red
Lane
Tra
ffic
(%)
Lane
Gro
up F
low
(vp
h)0
00
00
0
Sig
n C
ontr
olF
ree
Fre
eS
top
Inte
rsec
tion
Sum
mar
y
Are
a T
ype:
Oth
er
Con
trol
Typ
e: U
nsig
naliz
ed
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
HC
M U
nsig
naliz
ed Inte
rsection C
apacity A
naly
sis
Exis
ting A
M
10: C
um
berland S
t &
Site D
rivew
ay
12/1
0/20
18
Syn
chro
9 R
epor
t
Pag
e 32
Mov
emen
tE
BL
EB
TW
BT
WB
RS
BL
SB
R
Lane
Con
figur
atio
ns
Tra
ffic
Vol
ume
(veh
/h)
00
00
00
Fut
ure
Vol
ume
(Veh
/h)
00
00
00
Sig
n C
ontr
olF
ree
Fre
eS
top
Gra
de0%
0%0%
Pea
k H
our
Fac
tor
0.90
0.90
0.90
0.90
0.90
0.90
Hou
rly fl
ow r
ate
(vph
)0
00
00
0
Ped
estr
ians
Lane
Wid
th (
m)
Wal
king
Spe
ed (
m/s
)
Per
cent
Blo
ckag
e
Rig
ht tu
rn fl
are
(veh
)
Med
ian
type
Non
eN
one
Med
ian
stor
age
veh)
Ups
trea
m s
igna
l (m
)15
5
pX, p
lato
on u
nblo
cked
vC, c
onfli
ctin
g vo
lum
e0
00
vC1,
sta
ge 1
con
f vol
vC2,
sta
ge 2
con
f vol
vCu,
unb
lock
ed v
ol0
00
tC, s
ingl
e (s
)4.
16.
46.
2
tC, 2
sta
ge (
s)
tF (
s)2.
23.
53.
3
p0 q
ueue
free
%10
010
010
0
cM c
apac
ity (
veh/
h)16
2310
2310
85
Dire
ctio
n, L
ane
#E
B 1
WB
1S
B 1
Vol
ume
Tot
al0
00
Vol
ume
Left
00
0
Vol
ume
Rig
ht0
00
cSH
1700
1700
1700
Vol
ume
to C
apac
ity0.
000.
000.
00
Que
ue L
engt
h 95
th (
m)
0.0
0.0
0.0
Con
trol
Del
ay (
s)0.
00.
00.
0
Lane
LO
SA
App
roac
h D
elay
(s)
0.0
0.0
0.0
App
roac
h LO
SA
Inte
rsec
tion
Sum
mar
y
Ave
rage
Del
ay
0.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
0.0%
ICU
Lev
el o
f Ser
vice
A
Ana
lysi
s P
erio
d (m
in)
15
APPENDIX
B P1 PLAN WITH
PEDESTRIAN
CONNECTION
