19 Centrepointe Drive Residential Development Transportation

Transcription

19 Centrepointe Drive
Residential Development
Transportation Impact Study
Prepared for:
Richcraft Group of Companies
2280 St. Laurent Boulevard
Suite 201
Ottawa, ON K1G 4K1
prepared by:
1223 Michael Street
Suite 100
Ottawa, ON K1J 7T2
September 30, 2011
TO1170TOK00
Address
19 Centrepointe Drive
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File #
____________________________________
Date
30 September 2011
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TIS
TIS /
TB/
CTS
Check List
Municipal address;
Location relative to major elements of the existing transportation system (e.g., the site is
located in the southwest quadrant of the intersection of Main Street/ First Street, 600
metres from the Maple Street Rapid Transit Station);
Existing land uses or permitted use provisions in the Official Plan, Zoning By-law, etc.;
Proposed land uses and relevant planning regulations to be used in the analysis;
Proposed development size (building size, number of residential units, etc.) and location
on site;
Estimated date of occupancy;
Planned phasing of development;
Proposed number of parking spaces (not relevant for Draft Plans of Subdivision); and
Proposed access points and type of access (full turns, right-in/ right-out, turning
restrictions, etc.
Study area;
Time periods and phasing; and
Horizon years (include reference to phased development).
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Existing Conditions
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Existing roads and ramps in the study area, including jurisdiction, classification, number
of lanes, and posted speed limit;
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Existing intersections, indicating type of control, lane configurations, turning restrictions,
and any other relevant data (e.g., extraordinary lane widths, grades, etc.);
Existing access points to adjacent developments (both sides of all roads bordering the
site);
Existing transit system, including stations and stops;
Existing on- and off-road bicycle facilities and pedestrian sidewalks and pathway
networks;
Existing system operations (V/C, LOS); and
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Major trip generators/ attractors within the Study Area should be indicated.
Demand Forecasting
General background growth;
Other study area developments;
Changes to the study area road network;
Future background system operations (V/C, LOS, queue lengths):
Trip generation rates;
Trip distribution and assignment:
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Impact Analysis
Total future system operations (V/C, LOS, queue lengths);
Signal and auxiliary lane (device) warrants;
Operational/ safety assessment (e.g., sight line assessment where grades are an issue);
Storage analysis for closely spaced intersections;
Pedestrian and bicycle network connections and continuity;
On-site circulation and design;
Potential for neighbourhood impacts; and
TDM.
Synchro Files
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CTS
Impact Analysis
Network Capacity Analysis;
Non-auto network connections and continuity;
Potential for community impacts, and
TDM.
Synchro Files
Screenline Analysis
19 Centrepointe Drive Residential Development
September 2011
Table of Contents
1. Introduction ...................................................................................................... 1 2. Existing Conditions ............................................................................................. 3 2.1 2.2 2.3 2.4 2.5 2.6 2.7 Study Area.................................................................................................. 3 Area Road Network ...................................................................................... 3 Pedestrian/Cycling Network ........................................................................... 3 Transit Network ........................................................................................... 4 Existing Study Area Intersections ................................................................... 5 Existing Traffic Operations............................................................................. 6 Existing Road Safety Conditions ..................................................................... 7 3. Demand Forecasting ........................................................................................... 8 3.1 3.2 3.3 3.4 3.5 Planned Study Area Transportation Network Changes........................................ 8 Other Area Development ............................................................................... 8 Background Traffic Growth ............................................................................ 9 Site Trip Generation ................................................................................... 11 Traffic Distribution and Assignment .............................................................. 12 4. Impact Analysis ............................................................................................... 14 4.1 4.2 4.3 4.4 4.5 Projected 2013 Conditions at Full Site Development ........................................
Projected 2018 Conditions at Five Years beyond Site Build-Out .........................
Mitigative Signal Timing and Roadway Modifications ........................................
Impacts to Transit ......................................................................................
Neighbourhood Impacts ..............................................................................
14 15 16 16 17 5. Transportation Demand Management.................................................................. 17 6. Site Plan Review .............................................................................................. 17 7. Findings and Recommendations ......................................................................... 17 List of Appendices
Appendix
Appendix
Appendix
Appendix
Appendix
A:
B:
C:
D:
E:
Traffic Counts
Existing Traffic Conditions
Collision Data
Traffic Growth
Projected Traffic Conditions
September 2011
List of Figures
Figure
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Local Context ............................................................................................ 1 Proposed Site Plan (Conceptual Only) ........................................................... 2 Area Transit Network ................................................................................. 4 Projected 2013 Background Traffic Volumes ................................................ 10 Projected 2018 Background Traffic Volumes ................................................ 10 Site-Generated Vehicular Traffic ................................................................ 13 Site-Generated Pass-by Vehicular Traffic ..................................................... 13 Total Projected 2013 Peak Hour Traffic Volumes........................................... 14 Total Projected 2018 Peak Hour Traffic Volumes........................................... 15 List of Tables
Table
Table
Table
Table
Table
Table
Table
Table
Table
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Existing Performance at Study Area Intersections ............................................ 7 Baseline/Highgate Historical Background Growth ............................................. 9 ITE Trip Generation Rates .......................................................................... 11 Modified Person Trip Generation.................................................................. 11 Residential Modal Site Trip Generation ......................................................... 12 Retail Modal Site Trip Generation ................................................................ 12 Total Site Vehicle Trip Generation ............................................................... 12 Projected 2013 Performance at Study Area Intersections ................................ 14 Projected 2018 Performance at Study Area Intersections ................................ 16 19 Centrepointe Drive Residential Development
1.
September 2011
INTRODUCTION
Richcraft is proposing to develop the property located at 19 Centrepointe Drive. From the
information provided, it is our understanding that Richcraft is proposing a mixed-use
development consisting of 346 residential condominium units and 7,860 ft2 of ancillary
commercial uses on a site located on the southeast corner of the unsignalized
Centrepointe/Constellation intersection. The site’s local context is depicted in Figure 1 and
the Site Plan is depicted in Figure 2.
For the purpose of this assessment, horizon years will be analyzed for the year 2013
representing full occupancy and at the year 2018, which is 5-years beyond full build-out.
Figure 1: Local Context
Delcan has previously prepared a Transportation Impact Study (March, 2004) for a 204
unit residential development on this site, for which Site Plan Approval was received. In
January, 2011, Delcan completed a high-level feasibility review of the current development
proposal to determine the ability of the surrounding road network to accommodate
projected site-generated traffic and further work required to address the requirements of
the City’s Transportation Impact Assessment Guidelines. A Transportation Master Plan for
the planned Centrepointe Town Centre redevelopment area, adjacent to the proposed site,
has also been recently completed.
As part of the rezoning and subsequent Site Plan Approval process, the City of Ottawa
requires submission of a formal Transportation Impact Assessment (TIA) consistent with
their guidelines dated October 2006. A pre-consultation meeting with City staff on April
19, 2011, it was determined that based on the foregoing, a Transportation Impact Study
(TIS) is the appropriate type of study for the subject application, based primarily on the
fact that larger, community-wide transportation planning issues have been assessed by the
City’s Centrepointe Town Centre Transportation Master Plan (Dillon Consulting, 2009).
Development of the subject property as a high-rise residential development was included
1
September 2011
Figure 2: Proposed Site Plan (Conceptual Only)
2
September 2011
in this transportation assessment. It is noteworthy that the current application is only for
the required Zoning By-law amendment. Additional transportation review will be provided
in support of any future Site Plan application for this development.
2.
EXISTING CONDITIONS
2.1
Study Area
The subject site is location on the southeast quadrant of the unsignalized
Centrepointe/Constellation intersection, which is currently a vacant lot. With regard to site
access, a full-movement driveway connection is proposed to Constellation Crescent.
2.2
Area Road Network
Baseline Road is a major east-west arterial road, which extends from Richmond Road in
the west to Prince of Wales Drive in the east where it continues as Heron Road. Within the
study area, Baseline Road has a four-lane cross section with auxiliary turn lanes at major
intersections and a posted speed limit of 70 km/h.
Centrepointe Drive is a collector roadway that forms a crescent south of Baseline Road
with connections to Baseline Road at Highgate Road and Cobden Road and a connection is
provide to Woodroffe Avenue via Tallwood Drive. Centrepointe Drive is identified as a
major collector between Baseline Road and Tallwood Drive and along this stretch, it has a
four-lane cross section. The remaining length of Centrepointe Drive has two-lane cross
section. Auxiliary turn lanes are provided at major intersections and the posted speed
limit is 40 km/h.
Woodroffe Avenue is a north-south arterial roadway, which extends from Prince of Wales
Drive in the south to the Ottawa River Parkway in the north. Within the study area,
Woodroffe Avenue has a six-lane cross-section (including bus only lanes) and auxiliary turn
lanes at major intersections. The posted speed limit within the study area is 60 km/h.
Constellation Crescent is a collector roadway that forms a crescent east of Centrepointe
Drive with ‘T’ intersections with Centrepointe Drive and Baseline Road. Centrepointe Drive
has a two-lane cross section and has unposted speed limit of 50 km/h.
2.3
Pedestrian/Cycling Network
With regard to pedestrian facilities adjacent to the site, sidewalks are provided on both
sides of Baseline Road, Centrepointe Drive and Woodroffe Avenue, connecting pedestrians
to nearby transit, employment and recreational areas. According to the City’s 2008 Official
Cycling Plan (OCP), Baseline Road and Woodroffe Avenue are classified as “spine or Citywide” cycling routes and Centrepointe Drive is classified as a “community” cycling route.
Within the study area, shared bus/bike lanes are provided and signed along the north side
Baseline Road only, beginning at approximately 100 meters west of Constellation Crescent.
South of Baseline Road, dedicated bike lanes are provided along both sides of Woodroffe
Avenue.
3
2.4
September 2011
Transit Network
Local transit service within the vicinity of the site is provided by OC Transpo Routes #87,
118, and 178. Bus Rapid Transit (BRT) service is also provided within approximately 600
meters from the site, at the Baseline Rapid Transit Station. It is noteworthy that in the
City’s Official Plan (OP) and Transportation Master Plan (TMP), the Baseline Rapid Transit
station is identified as a “key transfer station” that will connect the existing BRT to future
Light Rail Transit (LRT) service, scheduled as a Phase 1 (2011 to 2016) Implementation.
Baseline Road is also identified as an “Intensive Bus Transit Corridor” scheduled for Phase
2 (2016 to 2022) Implementation.
Bus stops for Routes #87, 118, and 186 are provided
Constellation/Constellation Ext. intersection, approximately 200
Bus stops for Routes #118 are located approximately 100 meters
Road and a bus stop for Route #178 is provided approximately
site on Hemmingwood Way.
on the corner of the
meters east of the site.
from the site on Baseline
150 meters south of the
Regular Routes #87, 118, 178 provide frequent all-day service and Red Route # 186
provides weekday morning and afternoon peak hour service only.
The current area transit network is illustrated as Figure 3.
Figure 3: Area Transit Network
4
2.5
September 2011
Existing Study Area Intersections
Baseline/Cobden
The Baseline/Cobden intersection is a
signalized four-legged intersection.
The
westbound approach consists of single left
and right-turn lanes with three through
lanes. The eastbound approach consists of
single left and right-turn lanes with three
through lanes.
The northbound and
southbound approaches consist of a single
right-turn lane and a single left-turn lane.
Northbound and southbound through
movements are not permitted. During the
weekday morning peak hours only,
eastbound left-turns and westbound rightturns are not permitted.
Baseline/Highgate
The Baseline/Highgate intersection is a
The
and right-turn lanes with three through
single left and right-turn lanes with three
through lanes.
The northbound and
southbound approaches consist of a single
right-turn lane and a single left-turn lane.
Northbound and southbound through
movements are not permitted. During the
weekday morning peak hours only,
eastbound left-turns, westbound rightturns and westbound U-turns are not
permitted.
Baseline/Constellation
The Baseline/Constellation intersection is a
signalized, ‘T’ intersection. The westbound
approach consists of two left-turn lanes
and two through lanes. The eastbound
approach consists of a single right-turn
lane and three through lanes.
The
northbound approach consists of two leftturn lanes and a single right-turn lane.
5
September 2011
Baseline/Woodroffe
The Baseline/Woodroffe intersection is a
The
and right-turn lanes with two through
two left-turn lanes, a single right-turn lane
and three through lanes. The northbound
and southbound approaches consist of two
left-turn lanes, a single right-turn lane and
three
through
lanes.
All
turning
movements are permitted, including Uturns.
Centrepointe/Constellation
The Baseline/Constellation intersection is
an unsignalized, ‘T’ intersection with STOP
control on the minor approach only. The
westbound approach consists of a single
all-movement lane.
The northbound
approach consists of a single right-turn
lane and two through lanes.
The
southbound approach consists of a three
through lanes with the curbside lane
tapering off approximately 30 meters after
the intersection. All turning movements
are permitted, including U-turns.
2.6
Existing Traffic Operations
The City of Ottawa provided the most recent weekday, peak hour counts for study area
intersections.
These peak hour volumes were balanced to the Baseline/Highgate
intersection and they are depicted in Figure 4. Table 1 provides a summary of existing
traffic operations at study area intersections, based on the Synchro (V7) traffic analysis
software. The subject intersections were assessed in terms of the volume-to-capacity
(v/c) ratio and the corresponding Level of Service (LoS) for the critical movement(s). The
subject intersections ‘as a whole’ were assessed based on a weighted v/c ratio. Existing
peak hour traffic counts are provided within Appendix A and the Synchro model output of
existing conditions is provided within Appendix B.
6
September 2011
Table 1: Existing Performance at Study Area Intersections
Intersection
Weekday AM Peak (PM Peak)
Critical Movement
Intersection as a Whole
max. v/c
LoS
or avg.
Movement Delay (s) LoS
v/c
delay (s)
Baseline/Cobden
C(C)
0.71(0.74)
NBL(NBL)
18.0(22.7)
A(B)
0.53(0.66)
Baseline/Highgate
B(C)
0.67(0.74)
EBT(WBT)
25.5(35.5)
B(B)
0.66(0.70)
C(A)
0.74(0.54)
WBL(WBT)
11.4(9.9)
B(A)
0.61(0.53)
Baseline/Woodroffe
F(F)
1.10(1.28)
SBL(NBL)
52.5(63.5)
D(D)
0.83(0.88)
B(B)
12.3(14.3)
WBL(WBL)
1.8(1.3)
-
-
Note: Analysis of signalized intersections assumes a PHF of 0.95 and a saturation flow rate of 1800 veh/h/lane.
As shown in Table 1, the signalized study area intersections, ‘as a whole’, are currently
operating at an acceptable Level of Service ‘D’ or better during weekday morning and
afternoon peak hours, with respect to the City of Ottawa operating standards of LoS ‘D’ or
better (0.90 > v/c > 0.00). The majority of the intersection are operating at LoS ‘B’ or
better, indicating spare capacity.
The notable exception is the Baseline/Woodroffe
intersection, which is operating almost at capacity (v/c of 0.88 or LoS D).
With regard to ‘critical movements’ at study area intersections, the southbound left-turn
and northbound left-turn at the Baseline/Woodroffe intersection are operating poorly
during peak periods according to the analysis.
The current 95th percentile northbound queues at the Baseline/Highgate/Centrepointe
intersection are estimated in Synchro to range from 30 to 60 metres during the weekday
morning and afternoon peak hours, respectively. However, field observation indicates that
queue lengths are often longer, and regularly block the Centrepointe/Constellation
intersection during the weekday afternoon peak hour.
2.7
Existing Road Safety Conditions
Collision history for study area roads (2007 to 2009) was obtained from the City of Ottawa.
Most of the collisions (78%) involved only property damage, indicating low impact speeds
and the remaining 22% were non-fatal. The primary causes of collisions cited by police
include rear end (63%), sideswipe (16%) and single vehicle (8%) type collisions.
At intersections within the study area, collisions take place at a rate of 0.33, 0.58, 0.18
and 0.18 per million entering vehicles at the Baseline/Cobden, Baseline/Highgate,
Baseline/Constellation and Baseline/Woodroffe intersections, respectively.
Based on the available data, there does not appear to be any safety issues on Baseline
Road adjacent to the proposed site. The source collision data as provided by the City of
Ottawa is contained within Appendix C.
7
September 2011
3.
DEMAND FORECASTING
3.1
Planned Study Area Transportation Network Changes
Notable transportation network changes
Transportation Master Plan (TMP) include;
within
the
area
identified
in
the
City’s
Phase 1



Construction of Baseline/Woodroffe LRT station
Shoulder Bus lanes on Woodroffe Avenue, from West Hunt Club Road to CNR rail
corridor
BRT measures on Woodroffe Avenue, from the CNR rail corridor to Baseline Road
Phase 2

“intensive bus transit” measures on Baseline Road, from the H417/H416 split to the
St. Laurent/Innes intersection
Phase 3

Widening of West Hunt Club Road, from Highway 416 to Bank Street
Identified in the City’s Volume 2a Secondary Plans within their Official Plan, Navaho Drive
and College Avenue will be extended west of Woodroffe Avenue to Constellation Crescent.
While the Baseline rapid-transit station remains at grade, these roads will be intended for
bus, bicycle and pedestrian traffic between Constellation Crescent and Woodroffe Avenue
only. In the fullness of time, the Baseline Rapid-Transit Station will be reconstructed
below grade and auto traffic on Navaho Drive and College Avenue will be unrestricted
throughout their entire lengths at this time.
3.2
Other Area Development
Area development identified using the City’s online Development Application Search tool
includes:
2735 Iris Street
The application is a “Site Plan Control” for a one-store, standalone restaurant with an
approximate gross floor area (GFA) of 6,000 ft2. The current review status is listed as
“Application on Hold” and the status date is July 7, 2010
1385 Woodroffe Avenue
The application is a “Site Plan Control” for Algonquin College proposing to construct a new
parking lot to relocate the approximate 254 lost parking spaces resulting from the
construction of their new student commons building. The current review status is listed as
“Application on Hold” and the status date is September 17, 2010.
145-151 Meadowlands Drive
The application is a “Zoning By-law Amendment” for a 4-storey condominium apartment
building consisting of approximately 50 dwelling units. The current review status is listed
as “Comment Period in Progress” and the status date is August 29, 2011.
8
September 2011
Identified in the Centrepointe Town Centre Transportation Master Plan prepared by Dillon
Consulting in 2008, approximately 3.7 million square feet of additional development is
anticipated by year 2031, which includes the proposed Richcraft residential development.
The trips generated by these area developments will be captured in the subsequent
analyses.
3.3
Background Traffic Growth
Background traffic growth through the immediate study area was determined from the
available historical count data (years 2005, 2006 and 2010) provided by the City of Ottawa
at the Baseline/Highgate intersection. Average annual background growth is summarized
in Table 2 and detailed analysis is attached as Appendix D.
Table 2: Baseline/Highgate Historical Background Growth
Percent Annual Change
Time
Period
North Leg
South Leg
East Leg
West Leg
Overall
8 hrs
AM Peak
PM Peak
3.68%
7.91%
6.35%
-1.92%
-5.39%
-0.65%
1.90%
-1.89%
0.39%
0.04%
0.29%
-0.12%
0.59%
-1.29%
0.26%
As shown in Table 2, Baseline Road has experienced a -1.89% to 0.39% annual growth in
past years along the frontage of the proposed site, during peak hours. Therefore, for the
purpose of this assessment, the subsequent analysis will assume a background growth rate
of 1% along Baseline Road and 1% along Woodroffe Avenue to account for the potential
development identified in the Centrepointe Town Centre TMP.
For the purpose of this assessment the 1% annual background growth rate was applied to
the east, west, north and southbound through movements at the signalized
Baseline/Woodroffe intersection and the resulting increase in background vehicles at this
intersection was distributed to the through movements at the remaining study area
intersections.
The resulting future background traffic for the year 2013 (when the site is expected to be
fully occupied) and for the horizon year 2018 (5 years after build-out) are depicted in
Figures 4 and 5, respectively.
9
September 2011
Figure 4: Projected 2013 Background Traffic Volumes
Figure 5: Projected 2018 Background Traffic Volumes
The 2018 volumes depicted in Figure 5 are considered generally consistent with the
projected volumes identified in the Centrepointe Town Centre TMP.
10
3.4
September 2011
Site Trip Generation
The proposed development consists of 346 residential condominium units and 7,860 ft2 of
ancillary commercial uses. The appropriate trip generation rates for the proposed land
uses were obtained from the 8th Edition of the Institute of Transportation Engineers (ITE)
Trip Generation Manual and are summarized in Table 3.
Table 3: ITE Trip Generation Rates
Land Use High‐Rise Condominium Specialty Retail Notes: Data Source ITE 232 ITE 814 Trip Rates AM Peak T = 0.34(du); T = 0.29(du)+29.86 T = 1.36(X); T(0.5) = 2.40(X)+21.48 PM Peak T = 0.38(du); T = 0.34(du)+15.47 T = 2.71(X); T = 2.40(X)+21.48 T = Average Vehicle Trip Ends 2
X = 1000 ft Gross Floor Area du = dwelling units Specialty Retail AM Peak is assumed to be 50% of the PM Peak
To convert ITE vehicle trip rates to person trips, an auto occupancy factor and a non-auto
trip factor were applied to the ITE vehicle trip rates. Our review of the available literature
suggests that a combined factor of approximately 1.3 is considered reasonable to account
for typical North American auto occupancy values of approximately 1.15 and combined
transit and non-motorized modal shares of less than 10%.
As ITE trip generation surveys only record vehicle trips and typically reflect highly
suburban locations (with little to no access by travel modes other than private
automobiles), appropriate adjustment factors were applied to attain estimates of person
trips for the proposed development. The person trip generation for the proposed site is
summarized in Table 4.
Table 4: Modified Person Trip Generation
Land Use
High-Rise
Condominium
Specialty Retail
Data
Source
ITE
232
ITE
814
Area
AM Peak (persons)
In
Out
Total
PM Peak (persons)
In
Out
Total
575
Units
31
137
168
107
66
173
7,860 ft²
11
15
26
22
30
52
Total
42
152
194
129
96
225
Note: 1.3 factor to account for typical North American auto occupancy values of approximately 1.15 and
combined transit and non-motorized modal shares of less than 10%
The person trips shown in Table 4 for the proposed site were then reduced by modal share
values, including a reduction for ‘pass-by’ trips based on the site’s location and proximity
to adjacent communities, employment, other shopping uses and transit availability. Modal
share and ‘pass-by’ values for residential and retail land uses within the proposed
development are summarized in Tables 5 and 6, respectively, with the total site vehicle
trip generation summarized in Table 7.
11
September 2011
Table 5: Residential Modal Site Trip Generation
AM Peak (persons/h)
PM Peak (persons/h)
Mode
Share
In
Out
Total
In
Out
Total
Auto Driver
60%
19
83
102
65
40
105
Auto Passenger
15%
3
13
16
10
6
16
Transit
20%
6
27
33
21
14
35
5%
3
14
17
11
6
17
31
137
168
107
66
173
19
83
102
65
40
105
Travel Mode
Non-motorized
Total Person Trips
100%
Total ‘New’ Auto Trips
Table 6: Retail Modal Site Trip Generation
AM Peak (persons/h)
PM Peak (persons/h)
Mode
Share
In
Out
Total
In
Out
Total
Auto Driver
60%
7
9
16
14
18
32
Auto Passenger
15%
1
1
2
2
3
5
Transit
20%
2
3
5
4
6
10
Travel Mode
5%
1
2
3
2
3
5
100%
11
15
26
22
30
52
Less 30% Pass-By
-3
-3
-6
-6
-6
-12
4
6
10
7
12
20
Non-motorized
Total Person Trips
Table 7: Total Site Vehicle Trip Generation
Land Use
High-Rise Condominium
Specialty Retail
Specialty Retail Pass-by
In
19
7
-3
23
AM Peak (veh/h)
Out
Total
83
102
9
16
-3
-6
89
112
In
65
14
-6
73
PM Peak (veh/h)
Out
Total
40
105
18
32
-6
-12
52
125
As shown in Table 7, the resulting number of potential ‘new’ two-way vehicle trips for the
proposed development is 112 and 125 veh/h during the weekday morning and afternoon
peak hours, respectively.
3.5
Traffic Distribution and Assignment
Traffic distribution was based on existing volume splits at study area intersections and our
knowledge of the surrounding area. The resultant distribution is outlined as follows:




15%
20%
35%
30%
100%
to/from
to/from
to/from
to/from
the
the
the
the
north via Baseline Road to Woodroffe Avenue;
south via Centrepointe Drive to Tallwood Drive;
east via Baseline Road; and
west via Baseline Road.
12
September 2011
‘New’ site-generated trips are illustrated in Figure 6 and the site-generated ‘Pass-By’ trips
are illustrated in Figure 7.
Figure 6: Site-Generated Vehicular Traffic
Figure 7: Site-Generated Pass-by Vehicular Traffic
13
September 2011
4.
IMPACT ANALYSIS
4.1
Projected 2013 Conditions at Full Site Development
Total projected 2013 volumes illustrated in Figure 8 were determined by superimposing
‘new’ site-generated volumes (Figure 6 and 7) onto projected 2013 background traffic
volumes (Figure 4).
Figure 8: Total Projected 2013 Peak Hour Traffic Volumes
Table 8 provides a summary of projected 2013 performances of study area intersections at
full site build-out. The Synchro model output of projected conditions is provided within
Appendix E.
Table 8: Projected 2013 Performance at Study Area Intersections
Intersection
Critical Movement
max. v/c
LoS
or avg.
v/c
delay (s)
Baseline/Cobden
C(C)
0.71(0.74)
NBL(NBL)
17.9(22.8)
A(B)
0.53(0.68)
Baseline/Highgate
C(C)
0.76(0.75)
NBR(WBT)
26.8(35.6)
B(C)
0.69(0.71)
C(A)
0.74(0.55)
WBL(WBT)
12.0(10.5)
B(A)
0.64(0.54)
Baseline/Woodroffe
F(F)
1.10(1.28)
SBL(NBL)
53.8(64.4)
E(D)
0.91(0.90)
B(C)
14.4(16.4)
WBL(WBL)
3.0(2.4)
-
-
14
September 2011
As shown in Table 8, with no signal timing plan modifications, the signalized study area
intersections, ‘as a whole’ with exception of the Baseline/Woodroffe intersection, are
projected operate at an acceptable Level of Service ‘C’ or better during weekday morning
and afternoon peak hours, similar to existing conditions.
The Baseline/Woodroffe
intersection is currently operating close to capacity with a v/c of 0.91 and 0.90 during the
weekday morning and afternoon peak hours, respectively.
With regard to ‘critical movements’ at study area intersections, the signalized
Baseline/Woodroffe intersection is projected to operate with a failing south left-turn
movement and the eastbound left-turn and through movements are projected to operate
at capacity during the morning peak hour. During the afternoon peak hour at the
Baseline/Woodroffe intersection, the northbound left-turn is projected to operate with a
failing v/c of 1.28 and the southbound left-turn, northbound through and westbound
through movements are projected to operate at capacity with a v/c of 0.98, 0.91 and 0.90,
respectively.
4.2
Projected 2018 Conditions at Five Years beyond Site Build-Out
Total projected 2018 (5-years beyond site build-out) volumes illustrated in Figure 9 were
determined by superimposing ‘new’ site-generated volumes (Figure 6 and 7) onto
projected 2018 background traffic volumes (Figure 5).
Figure 9: Total Projected 2018 Peak Hour Traffic Volumes
Table 9 provides a summary of projected 2018 performances of study area intersections at
5-years beyond site build-out. The Synchro model output of projected conditions is
provided within Appendix E.
15
September 2011
Table 9: Projected 2018 Performance at Study Area Intersections
Intersection
Critical Movement
max. v/c
LoS
or avg.
v/c
delay (s)
Baseline/Cobden
C(C)
0.71(0.74)
NBL(NBL)
18.1(26.0)
A(B)
0.55(0.70)
Baseline/Highgate
C(C)
0.76(0.78)
NBR(WBT)
27.0(31.9)
C(C)
0.72(0.74)
C(A)
0.74(0.57)
WBL(WBT)
12.1(11.0)
B(A)
0.65(0.56)
Baseline/Woodroffe
F(F)
1.10(1.28)
SBL(NBL)
56.1(67.0)
E(E)
0.94(0.93)
B(C)
14.4(16.4)
WBL(WBL)
3.0(2.4)
-
-
As shown in Table 9, with no signal timing plan modifications, the signalized study area
intersections, ‘as a whole’, are projected to continue operating similar to the projected
2013 conditions, 5-years beyond site build-out.
Of particular relevance to the development is the extent of northbound queuing at the
Baseline/Highgate/Centrepointe intersection. As noted as part of the assessment of
existing conditions, the analysis indicates 95th percentile queue lengths of up to 60 m and
field observation revealed that queues regularly block the Centrepointe/Constellation
intersection during the weekday afternoon peak hour. The Synchro analysis of projected
conditions suggests a negligible increase in the 95th percentile queue length, and therefore
the proposed development is not expected to exacerbate the current queuing issue.
4.3
Mitigative Signal Timing and Roadway Modifications
With regard to possible mitigative measures to achieve acceptable Levels of Service at the
Baseline/Woodroffe intersection, modifications to the signal timing plan and widening of
Baseline Road to six-lanes would be required. The widening of Baseline Road is not
identified in the City’s TMP, however, the “intensive bus transit” measures to be
implemented as a Phase 2 project on Baseline Road will provide additional transit capacity
and improve reliability, which will ultimately lessen the reliance on the private automobile.
4.4
Impacts to Transit
According to the assessment of trip generation to/from the site that assumes a 20%
transit modal share, the additional demand for transit is expected to range between 40
and 50 persons during each peak. Given the number of local transit routes serving the
area, and proximity to the rapid transit network served by the Baseline Rapid Transit
Station, the existing transit service is expected to easily accommodate increases of this
scale.
16
4.5
September 2011
Neighbourhood Impacts
The proposed site fronts Centrepointe Drive (a major collector roadway), it is in close
proximity to Baseline Road (a major arterial roadway) and the operations of the
Baseline/Highgate intersection is projected to operate with spare capacity. Therefore, with
regard to neighbourhood impacts related to cut through traffic will be negligible.
It should be noted, that approximately 25 veh/h two-way trips are projected to access the
Woodroffe Avenue via Tallwood Drive, south of the site. This equates to approximately 1
new vehicle every 2.5 minutes during peak hours.
5.
TRANSPORTATION DEMAND MANAGEMENT
Depending on the nature of a development, Transportation Demand Management (TDM)
strategies have the potential to be an integral part of a planned development in order to
address and support the City of Ottawa policies with regard to TDM. For this particular
site, its proximity to the existing local and rapid transit service is considered very
advantageous in lessening the reliance on the private automobile. A number of TDM
measures could also be considered, including:


improving the quality and safety of pedestrian facilities, such as enhanced sidewalk
lighting; and
improving bicycle facilities, such as provision of on-site bicycle storage.
These are important strategies to encouraging active modes of transportation to/from the
site.
6.
SITE PLAN REVIEW
As previously indicated, the current application is for a Zoning By-law amendment.
Additional transportation assessment will be provided at the time a Site Plan application is
made for the proposed development. The proposed conceptual Site Plan was previously
illustrated in Figure 2.
7.
FINDINGS AND RECOMMENDATIONS
Based on the foregoing analysis of the
transportation-related conclusions are offered:
proposed
development,
the
following

The pedestrian, bicycle, transit and roadway networks are all well established within
the study area;

The majority of the intersections directly adjacent to the site are currently
operating, as a whole, at acceptable level of service (LoS ‘B’) during both weekday
morning and afternoon peak hours, indicating spare capacity; the notable exception
is the Baseline/Woodroffe intersection, which is operating almost at capacity as a
whole during peak periods (v/c of 0.88 or LoS D) with some individual movements
failing;
17
September 2011

The proposed development (residential and ancillary retail combined) is projected
to generate approximately 100 to 125 ‘new’ two-way trips during the morning and
afternoon peak hour, respectively;

The impact of site traffic on the performance of area intersections was found to be
negligible. All intersections directly adjacent to the site are projected to maintain
LoS ‘C’ or better operations during both peak periods, similar to existing conditions
the notable exception is the Baseline/Woodroffe intersection, which is projected to
operate almost at capacity as a whole during peak periods (v/c of 0.94 or LoS E)
with some individual movements failing;

With regard to possible mitigative measures to achieve acceptable performance at
the Baseline/Woodroffe intersection, modifications to the signal timing plan and
widening of Baseline Road to six-lanes would be required. The widening of Baseline
Road is not identified in the City’s TMP, however, the “intensive bus transit”
measures to be implemented as a Phase 2 project on Baseline Road will provide
additional transit capacity and improve reliability, which will ultimately lessen the
reliance on the private automobile;
Therefore, the proposed development is recommended from a transportation perspective.
Prepared by:
Gordon R. Scobie, E.I.T.
Analyst, Transportation Division
B. Paul Croft, MCIP, RPP
Senior Transportation Planner
18
Appendix A:
Traffic Counts
Appendix B:
Existing Traffic Conditions
Existing AM
1: Centrepointe/Cobden & Baseline
Lane Group
Lane Configurations
Volume (vph)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (m)
Internal Link Dist (m)
Turn Bay Length (m)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
ø8
22
23
Prot
5
1619
1704
NA
2
140
147
Perm
32
34
Prot
1
614
646
NA
6
37
39
Perm
175
184
Prot
3!
150
158
custom
83
87
Prot
7
22
23
custom
7!
8
7
7
10.0
16.0
35.0
26.9%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.1
0.15
0.09
16.0
0.0
16.0
B
2
2
1
6
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
89.0
0.68
0.28
16.0
0.0
16.0
B
17.5
B
28.7
79.2
471.0
5
2
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
7.3
0.06
0.24
64.1
0.0
64.1
E
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
88.4
0.68
0.52
13.0
0.0
13.0
B
12.9
B
82.6
119.5
159.5
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
88.4
0.68
0.15
4.2
0.0
4.2
A
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
8.1
0.06
0.32
52.8
0.0
52.8
D
3.7
14.4
8.9
19.6
3276
0
0
0
0.52
1004
0
0
0
0.15
80.0
119
0
0
0
0.29
5.8
14.8
90.0
114
0
0
0
0.20
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 74 (57%), Referenced to phase 2:EBT and 6:WBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.71
Intersection Signal Delay: 18.2
Intersection Capacity Utilization 62.9%
Analysis Period (min) 15
! Phase conflict between lane groups.
Splits and Phases:
2297
0
0
0
0.28
6
6
3
3
3
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
89.0
0.68
0.04
12.0
0.0
12.0
B
10.0
16.0
68.0
52.3%
3.3
2.7
0.0
6.0
10.0
16.0
68.0
52.3%
3.3
2.7
0.0
6.0
None
20.1
0.15
0.71
66.4
0.0
66.4
E
None
20.1
0.15
0.44
10.5
0.0
10.5
B
10.0
16.0
35.0
26.9%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.1
0.15
0.34
50.8
0.0
50.8
D
0.3
9.1
45.4
65.7
0.0
17.7
20.1
33.7
0.0
7.5
80.0
1013
0
0
0
0.04
799
0
0
0
0.23
50.0
782
0
0
0
0.20
50.0
374
0
0
0
0.23
352
0
0
0
0.07
7.0
24.0
33.0
25%
3.3
2.7
Lead
Yes
None
Intersection LOS: B
ICU Level of Service B
Synchro 7 - Report
Existing AM
2: Centrepointe/Highgate & Baseline
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
1
1
Perm
1495
1574
NA
2
356
375
Perm
175
184
Prot
1
461
485
NA
6
22
23
Perm
150
158
Prot
4
294
309
custom
94
99
Prot
3
72
76
custom
3
2
2
1
6
6
6
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
62.3
0.48
0.42
11.1
0.0
11.1
B
5.0
11.2
24.0
18.5%
3.7
2.5
0.0
6.2
Lead
Yes
None
12.7
0.10
0.58
65.2
0.0
65.2
E
10.0
23.7
74.0
56.9%
3.7
2.0
0.0
5.7
10.0
23.7
74.0
56.9%
3.7
2.0
0.0
5.7
35.3
75.8
19.7
36.7
C-Max
81.2
0.62
0.23
8.0
0.0
8.0
A
23.0
C
18.0
35.0
207.0
150.0
900
0
0
0
0.42
85.0
445
0
0
0
0.41
2
2
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
62.3
0.48
0.00
17.0
0.0
17.0
B
0.1
m0.0
55.0
394
0
0
0
0.00
2
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
62.3
0.48
0.68
27.6
0.0
27.6
C
24.4
C
117.0
#167.1
471.0
2310
0
0
0
0.68
Cycle Length: 130
Offset: 113 (87%), Referenced to phase 2:EBTL and 6:WBT, Start of Green
Natural Cycle: 95
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases:
2094
0
0
0
0.23
4
4
4
3
3
C-Max
81.2
0.62
0.03
3.5
0.0
3.5
A
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
17.5
0.13
0.36
51.3
0.0
51.3
D
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
17.5
0.13
0.67
12.2
0.0
12.2
B
5.0
11.4
20.0
15.4%
3.3
3.1
0.0
6.4
Lead
Yes
None
11.8
0.09
0.65
76.5
0.0
76.5
E
5.0
11.4
20.0
15.4%
3.3
3.1
0.0
6.4
Lead
Yes
None
11.8
0.09
0.37
16.8
0.0
16.8
B
0.1
3.1
20.3
26.9
0.0
24.5
24.7
43.2
0.0
14.6
100.0
887
0
0
0
0.03
715
0
0
0
0.22
559
0
0
0
0.55
30.0
175
0
0
0
0.57
225
0
0
0
0.34
Intersection LOS: C
ICU Level of Service D
Synchro 7 - Report
Existing AM
3: Constellation & Baseline
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBT
EBR
WBL
WBT
NBL
NBR
1790
1884
NA
2
93
98
Perm
395
416
Prot
1
652
686
NA
6
6
6
NA
8
20
21
Perm
2
2
1
6
8
8
8
10.0
28.5
74.0
56.9%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
84.8
0.65
0.10
0.6
0.0
0.6
A
5.0
11.1
25.0
19.2%
3.7
2.4
0.0
6.1
Lead
Yes
None
22.4
0.17
0.74
45.1
0.0
45.1
D
10.0
28.5
99.0
76.2%
3.7
2.8
0.0
6.5
10.0
30.0
31.0
23.8%
3.0
4.0
0.0
7.0
10.0
30.0
31.0
23.8%
3.0
4.0
0.0
7.0
53.6
68.9
None
10.0
0.08
0.02
55.8
0.0
55.8
E
31.1
C
0.7
2.9
132.0
None
10.0
0.08
0.16
24.0
0.0
24.0
C
4.1
m0.3
C-Max
115.9
0.89
0.23
2.9
0.0
2.9
A
18.8
B
12.8
33.0
551.0
45.0
965
0
0
0
0.10
85.0
567
0
0
0
0.73
2989
0
0
0
0.23
600
0
0
0
0.01
2
10.0
28.5
74.0
56.9%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
84.8
0.65
0.60
7.3
0.2
7.5
A
7.1
A
160.4
18.6
207.0
3144
445
0
0
0.70
Cycle Length: 130
Natural Cycle: 90
Splits and Phases:
0.0
8.4
30.0
294
0
0
0
0.07
Intersection LOS: B
Synchro 7 - Report
Existing AM
4: Woodroffe & Baseline
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
539
567
Prot
5
1165
1226
NA
2
106
112
Perm
56
59
Prot
1
468
493
NA
6
144
152
Perm
127
134
Prot
3
995
1047
NA
8
54
57
Perm
296
312
Prot
7
421
443
NA
4
450
474
Perm
5
2
2
2
1
6
6
6
3
8
8
8
7
4
5.0
11.8
32.0
24.6%
3.7
3.1
0.0
6.8
Lead
Yes
None
24.9
0.19
0.91
91.0
0.0
91.0
F
10.0
36.8
56.0
43.1%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
53.0
0.41
0.90
44.0
0.0
44.0
D
57.0
E
94.2
#200.8
551.0
10.0
36.8
56.0
43.1%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
53.0
0.41
0.18
27.5
0.0
27.5
C
5.0
11.8
14.0
10.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
7.3
0.06
0.63
88.5
0.0
88.5
F
10.0
36.8
38.0
29.2%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
32.8
0.25
0.32
7.8
0.0
7.8
A
5.0
11.8
18.0
13.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
10.0
0.08
0.53
65.6
0.0
65.6
E
5.0
11.8
18.0
13.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
11.2
0.09
1.11
141.2
0.0
141.2
F
15.1
#35.4
0.0
16.8
17.2
27.7
10.0
33.8
42.0
32.3%
3.7
3.1
0.0
6.8
Lag
Yes
None
33.9
0.26
0.83
52.0
0.0
52.0
D
51.5
D
91.8
109.0
358.3
10.0
33.8
42.0
32.3%
3.7
3.1
0.0
6.8
Lag
Yes
None
33.9
0.26
0.13
9.7
0.0
9.7
A
9.3
29.7
10.0
36.8
38.0
29.2%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
32.8
0.25
0.58
46.4
0.0
46.4
D
41.6
D
59.6
78.0
237.7
0.0
10.3
~47.1
#76.4
10.0
33.8
42.0
32.3%
3.7
3.1
0.0
6.8
Lag
Yes
None
35.1
0.27
0.34
39.0
0.0
39.0
D
55.5
E
33.3
43.7
305.3
25.0
613
0
0
0
0.18
100.0
96
0
0
0
0.61
95.0
480
0
0
0
0.32
115.0
280
0
0
0
0.48
105.0
438
0
0
0
0.13
85.0
280
0
0
0
1.11
80.1
#107.6
55.0
636
0
0
0
0.89
1368
0
0
0
0.90
Cycle Length: 130
Natural Cycle: 115
~ Volume exceeds capacity, queue is theoretically infinite.
Splits and Phases:
845
0
0
0
0.58
1305
0
0
0
0.80
1313
0
0
0
0.34
4
4
10.0
33.8
42.0
32.3%
3.7
3.1
0.0
6.8
Lag
Yes
None
35.1
0.27
0.70
14.5
0.0
14.5
B
17.5
58.0
50.0
683
0
0
0
0.69
Intersection LOS: D
ICU Level of Service F
Synchro 7 - Report
Existing AM
5: Centrepointe & Constellation
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (m)
Walking Speed (m/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (m)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
13
Stop
0%
0.95
14
55
389
Free
0%
0.95
409
47
120
0.95
49
0.95
126
411
Free
0%
0.95
433
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
0.95
58
None
None
99
878
205
459
878
6.8
205
6.9
459
4.1
3.5
95
254
3.3
93
802
2.2
88
1098
WB 1
72
14
58
568
0.13
3.3
12.3
B
12.3
B
NB 1
205
0
0
1700
0.12
0.0
0.0
NB 2
205
0
0
1700
0.12
0.0
0.0
0.0
1.8
32.7%
15
NB 3
49
0
49
1700
0.03
0.0
0.0
SB 1
126
126
0
1098
0.12
3.0
8.7
A
2.0
SB 2
216
0
0
1700
0.13
0.0
0.0
ICU Level of Service
SB 3
216
0
0
1700
0.13
0.0
0.0
A
Synchro 7 - Report
Existing PM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
ø8
41
43
Prot
5
843
887
NA
2
138
145
Perm
110
116
Prot
1
1371
1443
NA
6
98
103
Perm
201
212
Prot
3!
66
69
custom
66
69
Prot
7
30
32
custom
7!
8
7
7
10.0
16.0
23.0
17.7%
4.0
2.0
0.0
6.0
Lag
Yes
None
21.3
0.16
0.12
14.0
0.0
14.0
B
2
2
1
6
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
83.1
0.64
0.67
19.1
0.0
19.1
B
20.7
C
163.0
184.7
471.0
5
2
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
8.7
0.07
0.38
66.9
0.0
66.9
E
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
72.1
0.55
0.33
17.2
0.0
17.2
B
17.3
B
43.3
62.9
159.5
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
72.1
0.55
0.17
3.2
0.0
3.2
A
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
17.4
0.13
0.52
56.7
0.0
56.7
E
0.0
11.0
23.5
m34.1
2671
0
0
0
0.33
865
0
0
0
0.17
80.0
224
0
0
0
0.52
10.7
22.5
90.0
124
0
0
0
0.35
Cycle Length: 130
Natural Cycle: 100
Splits and Phases:
2144
0
0
0
0.67
6
6
3
3
3
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
83.1
0.64
0.10
3.4
0.0
3.4
A
10.0
16.0
56.0
43.1%
4.0
2.0
0.0
6.0
10.0
16.0
56.0
43.1%
4.0
2.0
0.0
6.0
None
22.1
0.17
0.74
66.3
0.0
66.3
E
None
22.1
0.17
0.22
11.0
0.0
11.0
B
10.0
16.0
23.0
17.7%
4.0
2.0
0.0
6.0
Lag
Yes
None
21.3
0.16
0.25
47.0
0.0
47.0
D
4.5
m9.4
52.2
73.7
0.0
12.0
15.5
27.3
0.0
8.4
80.0
985
0
0
0
0.10
645
0
0
0
0.33
50.0
606
0
0
0
0.11
50.0
292
0
0
0
0.24
288
0
0
0
0.11
7.0
24.0
33.0
25%
4.0
2.0
Lead
Yes
None
Intersection LOS: C
Synchro 7 - Report
Existing PM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
36
38
Prot
5
729
767
NA
2
210
221
Perm
229
241
Prot
1
1171
1233
NA
6
112
118
Perm
343
361
Prot
4
266
280
custom
63
66
Prot
3
65
68
custom
3
5
2
2
2
1
6
5.0
11.2
22.0
16.9%
3.7
2.5
0.0
6.2
Lead
Yes
None
8.4
0.06
0.35
51.4
0.0
51.4
D
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
55.4
0.43
0.37
29.7
0.0
29.7
C
28.1
C
64.2
81.6
471.0
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
55.4
0.43
0.31
18.3
0.0
18.3
B
5.0
11.2
22.0
16.9%
3.7
2.5
0.0
6.2
Lead
Yes
None
14.6
0.11
0.66
58.1
0.0
58.1
E
23.7
52.0
26.7
39.5
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
64.0
0.49
0.75
40.0
0.0
40.0
D
40.4
D
174.7
#215.5
207.0
150.0
716
0
0
0
0.31
85.0
407
0
0
0
0.59
9.7
21.0
55.0
204
0
0
0
0.19
2055
0
0
0
0.37
Cycle Length: 130
Natural Cycle: 95
Splits and Phases:
1650
0
0
0
0.75
6
6
4
4
4
3
3
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
64.0
0.49
0.18
8.7
0.0
8.7
A
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
23.8
0.18
0.61
52.4
0.0
52.4
D
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
23.8
0.18
0.58
9.8
0.0
9.8
A
5.0
11.4
23.0
17.7%
3.3
3.1
0.0
6.4
Lead
Yes
None
10.5
0.08
0.49
68.6
0.0
68.6
E
5.0
11.4
23.0
17.7%
3.3
3.1
0.0
6.4
Lead
Yes
None
10.5
0.08
0.37
18.1
0.0
18.1
B
6.4
21.2
42.0
57.2
0.0
23.6
16.5
30.4
0.0
13.7
100.0
660
0
0
0
0.18
721
0
0
0
0.50
528
0
0
0
0.53
30.0
214
0
0
0
0.31
251
0
0
0
0.27
Intersection LOS: D
ICU Level of Service C
Synchro 7 - Report
Existing PM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBT
EBR
WBL
WBT
NBL
NBR
1054
1109
NA
2
4
4
Perm
49
52
Prot
1
1488
1566
NA
6
24
25
NA
8
38
40
Perm
2
2
1
6
8
8
8
10.0
28.5
70.0
53.8%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
99.9
0.77
0.00
1.2
0.0
1.2
A
5.0
11.1
23.0
17.7%
3.7
2.4
0.0
6.1
Lead
Yes
None
7.5
0.06
0.28
53.3
0.0
53.3
D
10.0
28.5
93.0
71.5%
3.7
2.8
0.0
6.5
10.0
30.0
37.0
28.5%
3.0
4.0
0.0
7.0
10.0
30.0
37.0
28.5%
3.0
4.0
0.0
7.0
7.1
m7.7
None
10.0
0.08
0.10
56.9
0.0
56.9
E
34.8
C
3.1
7.7
132.0
None
10.0
0.08
0.26
20.9
0.0
20.9
C
0.0
m0.2
C-Max
111.2
0.86
0.55
12.5
0.0
12.5
B
13.8
B
149.7
m155.8
551.0
45.0
1154
0
0
0
0.00
85.0
423
0
0
0
0.12
2868
0
0
0
0.55
750
0
0
0
0.03
2
10.0
28.5
70.0
53.8%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
99.9
0.77
0.30
3.2
0.0
3.2
A
3.2
A
14.3
20.9
207.0
3704
0
0
0
0.30
Cycle Length: 130
Natural Cycle: 75
Splits and Phases:
0.0
11.4
30.0
377
0
0
0
0.11
Intersection LOS: B
Synchro 7 - Report
Existing PM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
338
356
Prot
5
686
722
NA
2
68
72
Perm
79
83
Prot
1
873
919
NA
6
250
263
Perm
375
395
Prot
3
896
943
NA
8
116
122
Perm
383
403
Prot
7
858
903
NA
4
288
303
Perm
5
2
2
2
1
6
6
6
3
8
8
8
7
4
5.0
11.8
25.0
19.2%
3.7
3.1
0.0
6.8
Lead
Yes
None
17.4
0.13
0.82
84.3
0.0
84.3
F
10.0
36.8
47.0
36.2%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
46.8
0.36
0.60
51.7
0.0
51.7
D
60.9
E
90.3
121.3
551.0
10.0
36.8
47.0
36.2%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
46.8
0.36
0.13
37.3
0.0
37.3
D
5.0
11.8
25.0
19.2%
3.7
3.1
0.0
6.8
Lead
Yes
None
11.8
0.09
0.55
69.1
0.0
69.1
E
10.0
36.8
47.0
36.2%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
41.2
0.32
0.42
7.9
0.0
7.9
A
5.0
11.8
19.0
14.6%
3.7
3.1
0.0
6.8
Lead
Yes
None
12.2
0.09
1.30
200.6
0.0
200.6
F
5.0
11.8
23.0
17.7%
3.7
3.1
0.0
6.8
Lead
Yes
None
16.2
0.12
1.00
100.1
0.0
100.1
F
20.7
36.3
4.3
25.3
~66.4
#98.0
10.0
33.8
35.0
26.9%
3.7
3.1
0.0
6.8
Lag
Yes
None
28.0
0.22
0.91
62.8
0.0
62.8
E
95.6
F
86.8
#110.2
358.3
10.0
33.8
35.0
26.9%
3.7
3.1
0.0
6.8
Lag
Yes
None
28.0
0.22
0.30
9.1
0.0
9.1
A
9.9
27.6
10.0
36.8
47.0
36.2%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
41.2
0.32
0.87
51.8
0.0
51.8
D
43.8
D
118.0
#152.5
237.7
0.0
15.8
53.9
#86.8
10.0
33.8
39.0
30.0%
3.7
3.1
0.0
6.8
Lag
Yes
None
32.0
0.25
0.76
50.3
0.0
50.3
D
55.6
E
78.8
94.9
305.3
25.0
549
0
0
0
0.13
100.0
235
0
0
0
0.35
95.0
624
0
0
0
0.42
115.0
305
0
0
0
1.30
105.0
411
0
0
0
0.30
85.0
405
0
0
0
1.00
48.3
#67.2
55.0
455
0
0
0
0.78
1207
0
0
0
0.60
Cycle Length: 130
Natural Cycle: 115
Splits and Phases:
1062
0
0
0
0.87
1045
0
0
0
0.90
1193
0
0
0
0.76
4
4
10.0
33.8
39.0
30.0%
3.7
3.1
0.0
6.8
Lag
Yes
None
32.0
0.25
0.55
12.2
0.0
12.2
B
9.6
36.9
50.0
557
0
0
0
0.54
Intersection LOS: E
ICU Level of Service E
Synchro 7 - Report
Existing PM
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Pedestrians
Lane Width (m)
Walking Speed (m/s)
Percent Blockage
Median type
Median storage veh)
Upstream signal (m)
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
28
Stop
0%
0.95
29
54
555
Free
0%
0.95
584
14
26
0.95
15
0.95
27
413
Free
0%
0.95
435
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Average Delay
0.95
57
None
None
99
856
292
599
856
6.8
292
6.9
599
4.1
3.5
90
288
3.3
92
704
2.2
97
974
WB 1
86
29
57
472
0.18
5.0
14.3
B
14.3
B
NB 1
292
0
0
1700
0.17
0.0
0.0
NB 2
292
0
0
1700
0.17
0.0
0.0
0.0
1.3
34.6%
15
NB 3
15
0
15
1700
0.01
0.0
0.0
SB 1
27
27
0
974
0.03
0.7
8.8
A
0.5
SB 2
217
0
0
1700
0.13
0.0
0.0
SB 3
217
0
0
1700
0.13
0.0
0.0
A
Synchro 7 - Report
Appendix C:
Collision Data
2010-09-23 Thu 18:23 Rain
2
Dusk
Rear end
Daylight Rear end
LIGHT
IMPACT TYPE
2008-12-09 Tue 21:11 Snow
2009-04-28 Tue 16:43 Clear
4
5
Sideswipe
2008-03-11 Tue 00:47 Clear
2008-07-14 Mo 17:10 Clear
2008-08-08 Frid 17:42 Clear
2008-10-28 Tue 10:00 Rain
2008-11-11 Tue 12:15 Clear
2009-01-03 Sat 10:00 Drifting Daylight Rear end
2009-01-10 Sat 12:30 Clear
9
10
11
12
13
14
15
Daylight Rear end
Daylight Rear end
(Note: Time of Day = "00:00" represents unknown collision time
August 22, 2011
DIR
W
W
E
E
N
N
W
E
E
W
W
E
E
W
W
W
E
E
W
W
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
V3
E
E
E
E
W
W
W
Non-fatal V1 E
V2 E
Daylight Single vehicle P.D. only V1 E
2008-03-10 Mo 09:44 Clear
8
Daylight Turning
2008-02-28 Thu 14:54 Clear
7
CLASS
P.D. only V1
V2
Daylight Rear end
P.D. only V1
V2
Daylight Rear end
Non-fatal V1
V2
Dark
Single vehicle P.D. only V1
Daylight Rear end
Non-fatal V1
V2
IMPACT TYPE
Daylight Sideswipe
LIGHT
DIR
Non-fatal V1
V2
P.D. only V1
V2
P.D. only V1
V2
V3
CLASS
Traffic Control: Traffic signal
Daylight Rear end
Dark
2008-01-22 Tue 09:00 Snow
DAY TIME ENV
IMPACT TYPE
Daylight Rear end
LIGHT
Traffic Control: No control
6
DATE
Former Municipality: Ottawa
BASELINE RD & CENTREPOINTE DR E
2008-04-10 Thu 15:36 Clear
DAY TIME ENV
3
DATE
DIR
P.D. only V1
V2
P.D. only V1
V2
CLASS
BASELINE RD, BARBARA ANN PRIV to CENTREPOINTE DR
2009-12-17 Thu 08:11 Clear
DAY TIME ENV
1
DATE
BASELINE RD, BARBARA ANN PRIV to CENTREPOINTE DR
OnTRAC Reporting System
Collision Main Detail Summary
Packed snow
Packed snow
Dry
Dry
Ice
Ice
Wet
Dry
Dry
SURFACE
COND'N
Dry
Dry
Ice
Ice
Dry
Dry
Dry
Going ahead
Changing lanes
Going ahead
Going ahead
Slowing or
Stopped
Stopped
VEHICLE
MANOEUVRE
Unknown
Stopped
Turning right
Turning right
Turning left
Turning left
Turning left
Going ahead
Turning right
Turning right
Turning left
Turning left
Going ahead
Stopped
Slowing or
Stopped
Changing lanes
Slowing or
Stopped
VEHICLE
MANOEUVRE
Number of Collisions: 33
Dry
Dry
Loose snow
Loose snow
Dry
Dry
Dry
Dry
Dry
Wet
Slowing or
Slowing or
Going ahead
Going ahead
SURFACE
COND'N
Dry
Dry
Wet
Wet
VEHICLE
MANOEUVRE
SURFACE
COND'N
Automobile, station
Passenger van
Automobile, station
Passenger van
Automobile, station
Pick-up truck
Pick-up truck
Bicycle
Automobile, station
Delivery van
Unknown
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Passenger van
VEHICLE TYPE
Automobile, station
Automobile, station
Automobile, station
Ambulance
Automobile, station
Automobile, station
Automobile, station
VEHICLE TYPE
Passenger van
Pick-up truck
Automobile, station
Automobile, station
VEHICLE TYPE
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Cyclist
Pole (sign, parking
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Skidding/Sliding
Other motor vehicle
Other motor vehicle
FIRST EVENT
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
FIRST EVENT
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
FIRST EVENT
Page 1 of 10
0
0
0
0
0
0
0
0
0
0
No.
PED
0
0
0
No.
PED
0
0
No.
PED
FROM: 2008-01-01 TO: 2011-01-01
2009-06-23 Tue 08:00 Clear
2009-07-27 Mo 13:48 Clear
2009-07-27 Mo 12:55 Clear
2009-10-28 We 12:23 Rain
2009-10-29 Thu 07:15 Clear
22
23
24
25
26
Dawn
Rear end
Daylight Sideswipe
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Rear end
2009-12-29 Tue 19:45 Clear
2010-01-15 Frid 17:50 Clear
2010-02-27 Sat 09:10 Rain
2010-04-17 Sat 17:11 Rain
2010-06-06 Sun 13:55 Clear
2010-06-06 Sun 13:35 Clear
2010-06-24 Thu 12:45 Rain
29
30
31
32
33
34
35
August 22, 2011
2009-11-26 Thu 08:45 Clear
28
P.D. only V1
V2
P.D. only V1
V2
V3
P.D. only V1
V2
P.D. only V1
V2
V3
P.D. only V1
V2
Non-fatal V1
V2
V3
Non-fatal V1
V2
Non-fatal V1
V2
Daylight Rear end
P.D. only V1
V2
Dark
Rear end
P.D. only V1
V2
Dark
Rear end
P.D. only V1
V2
Daylight Single vehicle P.D. only V1
Daylight Rear end
Non-fatal V1
V2
Daylight Rear end
P.D. only V1
V2
Daylight Rear end
P.D. only V1
V2
Daylight Rear end
P.D. only V1
V2
COMMENTS: EXACT LOCATION UNKNOWN.
2009-11-10 Tue 15:58 Clear
Daylight Angle
2009-04-23 Thu 17:50 Clear
27
Daylight Rear end
COMMENTS: EXACT LOCATION UNKNOWN
2009-03-24 Tue 12:00 Clear
Daylight Turning
2009-02-19 Thu 14:20 Snow
P.D. only V1
V2
P.D. only V1
V2
W
S
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
E
N
S
W
W
W
W
W
W
W
W
E
E
E
E
S
S
P.D. only V1 E
V2 N
Single vehicle P.D. only V1 E
Daylight Angle
2009-01-16 Frid 22:30 Clear
Dark
2009-02-15 Sun 12:05 Clear
Daylight Rear end
2009-01-11 Sun 10:23 Clear
21
20
19
18
17
16
Dry
Dry
Wet
Wet
Ice
Ice
Dry
Dry
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Wet
Wet
Dry
Dry
Wet
Wet
Wet
Wet
Ice
Going ahead
Turning left
Slowing or
Stopped
Going ahead
Stopped
Going ahead
Stopped
Turning left
Slowing or
Stopped
Slowing or
Stopped
Slowing or
Stopped
Slowing or
Stopped
Changing lanes
Going ahead
Slowing or
Stopped
Stopped
Turning left
Turning right
Slowing or
Stopped
Stopped
Turning right
Turning right
Going ahead
Slowing or
Slowing or
Going ahead
Going ahead
Slowing or
Stopped
Slowing or
Stopped
Going ahead
Turning left
Turning right
Automobile, station
Automobile, station
Passenger van
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Pick-up truck
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Passenger van
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Pole (utility, tower)
Skidding/Sliding
Other motor vehicle
Skidding/Sliding
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Skidding/Sliding
Other motor vehicle
Page 2 of 10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
FROM: 2008-01-01 TO: 2011-01-01
Other motor vehicle
Other motor vehicle
Dark
P.D. only V1
V2
P.D. only V1
V2
2009-10-23 Frid 18:55 Rain
2010-12-24 Frid 13:33 Clear
41
42
IMPACT TYPE
August 22, 2011
CLASS
DIR
Dark
Single vehicle P.D. only V1 W
Daylight Rear end
Non-fatal V1 E
V2 E
V3 E
Dark
Rear end
P.D. only V2 E
V1 E
Daylight Rear end
P.D. only V1 E
V2 E
LIGHT
2009-02-28 Sat 02:33 Snow
2009-06-03 We 10:30 Clear
DAY TIME ENV
39
40
DATE
BASELINE RD, CENTREPOINTE DR E to CONSTELLATION CRES RAMP
W
W
W
W
Rear end
Daylight Rear end
2010-12-29 We 00:18 Freezing Dark
2010-10-18 Mo 20:24 Clear
37
38
2010-09-03 Frid 17:40 Rain
36
Ice
Dry
Dry
Dry
Wet
Wet
Dry
Dry
Turning right
Going ahead
Turning right
Going ahead
Stopped
Going ahead
Going ahead
Going ahead
Going ahead
Merging
Merging
Slowing or
Stopped
VEHICLE
MANOEUVRE
SURFACE
COND'N
Ice
Wet
Wet
Dry
Dry
Automobile, station
Passenger van
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
VEHICLE TYPE
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Ran off road
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
FIRST EVENT
Skidding/Sliding
Page 3 of 10
0
0
0
0
No.
PED
0
0
0
FROM: 2008-01-01 TO: 2011-01-01
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
2008-08-29 Frid 12:26 Rain
2008-09-12 Frid 15:15 Rain
2008-09-15 Mo 07:48 Rain
2008-11-18 Tue 14:30 Rain
2009-01-28 We 14:15 Snow
2009-05-14 Thu 11:13 Rain
2009-09-05 Sat 19:40 Clear
2009-09-18 Frid 17:10 Clear
2009-11-05 Thu 18:15 Snow
2009-12-21 Mo 09:00 Clear
45
46
47
48
49
50
51
52
53
54
Angle
Rear end
Daylight Rear end
Dark
Daylight Rear end
Dark
Daylight Rear end
Daylight Rear end
Daylight Approaching
Daylight Rear end
Daylight Rear end
2010-05-31 Mo 08:20 Clear
58
Turning
Angle
Daylight Rear end
Dark
Dark
2010-11-08 Mo 08:15 Clear
62
August 22, 2011
2010-09-08 We 14:08 Clear
2010-10-29 Frid 08:07 Rain
60
61
DIR
P.D. only V1
V2
P.D. only V1
V2
Non-fatal V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
Non-fatal V1
V2
P.D. only V1
V2
P.D. only V1
V2
V3
Non-fatal V1
V2
P.D. only V1
V2
Daylight Rear end
Non-fatal V1
V2
V3
V4
Daylight Rear end
Non-fatal V1
V2
V3
2010-07-14 We 12:35 Clear
Daylight Angle
2010-03-23 Tue 19:48 Rain
57
59
2010-03-19 Frid 19:29 Clear
56
CLASS
P.D. only V1
V2
Daylight Rear end
Non-fatal V1
V2
IMPACT TYPE
Daylight Rear end
LIGHT
2009-12-22 Tue 09:50 Clear
Daylight Angle
2008-06-03 Tue 09:44 Rain
44
55
2008-03-04 Tue 12:14 Clear
DAY TIME ENV
43
DATE
BASELINE RD & CENTREPOINTE DR W
N
E
E
E
E
E
E
W
W
W
N
E
N
E
N
S
E
E
E
E
E
E
S
W
W
W
E
E
E
E
W
W
W
W
W
W
E
W
W
E
E
W
Dry
Dry
Dry
Wet
Wet
Wet
Wet
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Wet
Wet
Dry
Dry
Packed snow
Ice
Wet
Wet
Dry
Dry
Dry
Dry
Wet
Wet
Dry
Dry
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Dry
Wet
Wet
Wet
SURFACE
COND'N
Turning right
Changing lanes
Going ahead
Slowing or
Stopped
Stopped
Stopped
Going ahead
Slowing or
Stopped
Turning left
Going ahead
Turning left
Going ahead
Going ahead
Turning left
Slowing or
Stopped
Turning left
Turning left
Going ahead
Stopped
Going ahead
Going ahead
Slowing or
Stopped
Changing lanes
Stopped
Turning right
Turning right
Going ahead
Slowing or
Going ahead
Stopped
Stopped
Going ahead
Going ahead
Turning left
Stopped
Slowing or
Stopped
Turning right
VEHICLE
MANOEUVRE
Automobile, station
Municipal transit bus
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Passenger van
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Passenger van
Pick-up truck
Pick-up truck
Automobile, station
Automobile, station
Passenger van
Automobile, station
Automobile, station
Truck and trailer
Automobile, station
Police vehicle
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Passenger van
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Passenger van
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
VEHICLE TYPE
Other motor vehicle
Other motor vehicle
Ran off road
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Skidding/Sliding
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Skidding/Sliding
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Skidding/Sliding
Other motor vehicle
Other motor vehicle
Skidding/Sliding
Other motor vehicle
Ran off road
FIRST EVENT
Page 4 of 10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
No.
PED
FROM: 2008-01-01 TO: 2011-01-01
2009-11-18 We 15:15 Clear
2009-12-01 Tue 17:15 Clear
2010-01-21 Thu 16:55 Clear
2010-03-16 Tue 17:55 Clear
2010-03-29 Mo 22:22 Clear
2010-04-14 We 16:45 Clear
2010-08-25 We 15:59 Clear
2010-10-06 We 19:18 Rain
2010-11-12 Frid 14:40 Clear
66
67
68
69
70
71
72
73
74
IMPACT TYPE
Rear end
Rear end
Rear end
Turning
Daylight Angle
Dark
Daylight Rear end
Daylight Sideswipe
Dark
Daylight Rear end
Dusk
Dark
Daylight Sideswipe
Daylight Angle
LIGHT
August 22, 2011
Non-fatal V1
V2
P.D. only V1
V2
Non-fatal V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
Non-fatal V1
V2
Non-fatal V1
V2
V3
Non-fatal V1
V2
P.D. only V1
V2
CLASS
DIR
N
E
W
W
W
W
W
W
E
E
W
W
E
E
E
E
E
E
W
E
N
P.D. only V1 W
V2 W
2009-08-10 Mo 18:29 Clear
DAY TIME ENV
65
DATE
BASELINE RD & CONSTELLATION CRES
2010-11-30 Tue 11:30 Clear
64
Daylight Rear end
2010-11-21 Sun 23:35 Freezing Dark
63
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Wet
Wet
Dry
Dry
Slowing or
Stopped
Turning right
Turning right
Going ahead
Changing lanes
Going ahead
Turning left
Turning left
Slowing or
Slowing or
Going ahead
Stopped
Slowing or
Stopped
Changing lanes
Going ahead
Going ahead
Stopped
Stopped
Going ahead
Turning left
Going ahead
Turning left
VEHICLE
MANOEUVRE
SURFACE
COND'N
Dry
Dry
Ice
Automobile, station
Bicycle
Automobile, station
Passenger van
Automobile, station
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Passenger van
Motorcycle
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Municipal transit bus
Passenger van
Automobile, station
VEHICLE TYPE
Automobile, station
Automobile, station
Automobile, station
Cyclist
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
FIRST EVENT
Other motor vehicle
Other motor vehicle
Curb
Page 5 of 10
0
0
0
0
0
0
0
0
0
0
No.
PED
0
0
FROM: 2008-01-01 TO: 2011-01-01
2008-07-18 Frid 13:40 Rain
2008-09-03 We 13:02 Clear
2008-09-30 Tue 08:00 Clear
2010-11-02 Tue 08:30 Clear
77
78
79
80
2008-01-15 Tue 10:00 Clear
2008-01-23 We 11:55 Clear
2008-01-27 Sun 15:44 Clear
2008-01-30 We 11:45 Clear
2008-02-06 We 12:50 Snow
2008-02-28 Thu 09:00 Clear
2008-03-04 Tue 13:49 Clear
2008-03-05 We 17:15 Clear
2008-04-14 Mo 15:46 Clear
2008-05-18 Sun 23:09 Rain
82
83
84
85
86
87
88
89
90
91
August 22, 2011
CLASS
DIR
Angle
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Turning
Daylight Rear end
Dark
CLASS
DIR
W
E
E
E
W
W
W
W
W
E
E
E
E
E
P.D. only V1
V2
Non-fatal V1
V2
Non-fatal V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
V3
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
S
S
S
S
N
N
W
W
W
W
W
S
S
W
W
S
S
N
N
N
N
Single vehicle Non-fatal V1 E
IMPACT TYPE
Daylight Rear end
Dark
LIGHT
Dark
Single vehicle Non-fatal V1
Daylight Sideswipe
Non-fatal V1
V2
V3
Daylight Rear end
Non-fatal V1
V2
Daylight Rear end
P.D. only V1
V2
V3
Daylight Sideswipe
P.D. only V1
V2
V3
Daylight Rear end
P.D. only V1
V2
LIGHT
IMPACT TYPE
2008-01-14 Mo 20:33 Snow
DAY TIME ENV
81
DATE
BASELINE RD & WOODROFFE AVE
2008-05-18 Sun 23:20 Rain
2008-06-26 Thu 16:02 Clear
DAY TIME ENV
75
76
DATE
BASELINE RD, CONSTELLATION CRES RAMP to WOODROFFE AVE
Wet
Wet
Dry
Dry
Wet
Wet
Wet
Wet
Dry
Dry
Wet
Wet
Wet
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Wet
Making U-Turn
Going ahead
Changing lanes
Going ahead
Slowing or
Stopped
Slowing or
Stopped
Stopped
Changing lanes
Changing lanes
Slowing or
Slowing or
Stopped
Slowing or
Stopped
Going ahead
Stopped
Turning right
Slowing or
Turning right
Stopped
Turning left
Turning left
Slowing or
Stopped
Stopped
Slowing or
Stopped
Turning left
Turning left
Turning left
Turning left
Turning right
Stopped
Going ahead
VEHICLE
MANOEUVRE
SURFACE
COND'N
Wet
Dry
Dry
Dry
Wet
Wet
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
VEHICLE
MANOEUVRE
SURFACE
COND'N
Automobile, station
Automobile, station
Delivery van
Automobile, station
Truck - closed
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Passenger van
Motorcycle
Automobile, station
Pick-up truck
Pick-up truck
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
VEHICLE TYPE
Motorcycle
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Passenger van
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
VEHICLE TYPE
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Curb
FIRST EVENT
Other Events
Other motor vehicle
Other motor vehicle
Other motor vehicle
Skidding/Sliding
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
FIRST EVENT
Page 6 of 10
0
0
0
0
0
0
0
0
0
0
0
No.
PED
0
0
0
0
0
0
No.
PED
FROM: 2008-01-01 TO: 2011-01-01
2008-05-31 Sat 10:56 Rain
2008-06-02 Mo 11:42 Clear
2008-06-19 Thu 17:00 Clear
2008-06-28 Sat 12:50 Clear
2008-06-30 Mo 15:41 Rain
2008-07-03 Thu 08:39 Rain
2008-07-08 Tue 18:00 Rain
2008-08-18 Mo 16:15 Rain
2008-08-27 We 03:21 Clear
2008-09-03 We 12:03 Clear
2008-09-23 Tue 10:30 Clear
2008-09-28 Sun 23:09 Clear
2008-10-07 Tue 19:00 Clear
2008-10-15 We 16:30 Clear
2008-10-21 Tue 19:30 Rain
2008-10-21 Tue 13:50 Rain
2008-11-12 We 07:55 Clear
2008-11-27 Thu 13:10 Clear
2008-12-17 We 11:00 Clear
2008-12-17 We 11:20 Snow
2008-12-22 Mo 09:45 Snow
2008-12-22 Mo 14:40 Clear
2009-01-08 Thu 18:20 Clear
2009-01-08 Thu 10:45 Snow
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
Rear end
Rear end
Rear end
Sideswipe
Daylight Sideswipe
Dark
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Sideswipe
Daylight Rear end
Daylight Rear end
Dark
Daylight Rear end
Dark
Dark
Daylight Rear end
Rear end
August 22, 2011
P.D. only V1
V2
Non-fatal V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
Non-fatal V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
S
S
W
S
S
S
E
E
N
N
W
W
E
E
W
W
E
E
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
Non-fatal V1
V2
V3
P.D. only V1
V2
Non-fatal V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
W
W
S
S
N
N
W
W
W
W
W
N
N
E
E
W
W
W
W
W
W
N
N
E
E
W
W
W
W
P.D. only V1 S
V2 S
Daylight Single vehicle P.D. only V1 S
Dark
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Turning
Daylight Sideswipe
Daylight Sideswipe
Daylight Rear end
Daylight Angle
Daylight Sideswipe
2008-05-20 Tue 16:30 Clear
92
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Wet
Wet
Wet
Wet
Dry
Dry
Wet
Wet
Ice
Ice
Loose snow
Loose snow
Loose snow
Wet
Slush
Slush
Loose snow
Loose snow
Ice
Ice
Dry
Dry
Dry
Dry
Dry
Wet
Wet
Dry
Dry
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Wet
Turning right
Turning right
Turning right
Turning right
Going ahead
Stopped
Slowing or
Slowing or
Stopped
Going ahead
Stopped
Turning right
Turning right
Turning right
Turning right
Turning right
Turning right
Turning right
Stopped
Slowing or
Slowing or
Slowing or
Turning right
Slowing or
Slowing or
Overtaking
Stopped
Changing lanes
Turning left
Going ahead
Stopped
Going ahead
Turning left
Turning left
Going ahead
Turning left
Turning right
Turning right
Changing lanes
Turning left
Changing lanes
Stopped
Going ahead
Turning right
Slowing or
Changing lanes
Slowing or
Stopped
Slowing or
Stopped
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Passenger van
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Passenger van
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Automobile, station
Delivery van
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Truck - closed
Automobile, station
Passenger van
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Passenger van
Automobile, station
Automobile, station
Pick-up truck
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Skidding/Sliding
Other motor vehicle
Other motor vehicle
Other motor vehicle
Skidding/Sliding
Other motor vehicle
Other motor vehicle
Other motor vehicle
Snowbank / drift
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Curb
Page 7 of 10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
FROM: 2008-01-01 TO: 2011-01-01
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Skidding/Sliding
Other motor vehicle
2009-01-09 Frid 12:40 Clear
2009-01-15 Thu 10:00 Clear
2009-01-28 We 13:00 Snow
2009-02-02 Mo 10:45 Clear
2009-02-09 Mo 09:12 Clear
2009-02-22 Sun 17:27 Clear
2009-02-25 We 23:55 Clear
2009-02-25 We 13:31 Clear
2009-03-24 Tue 16:00 Clear
2009-03-26 Thu 18:15 Rain
2009-04-09 Thu 07:02 Clear
2009-04-30 Thu 07:45 Clear
2009-05-01 Frid 12:30 Clear
2009-05-06 We 14:45 Clear
2009-05-21 Thu 07:16 Clear
2009-06-09 Tue 07:30 Rain
2009-06-18 Thu 14:01 Rain
2009-07-31 Frid 16:15 Clear
2009-08-08 Sat 11:15 Clear
2009-08-21 Frid 14:46 Clear
2009-09-10 Thu 20:36 Clear
2009-09-15 Tue 13:30 Clear
2009-09-15 Tue 07:40 Clear
2009-09-29 Tue 12:54 Rain
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
P.D. only V1
V2
Daylight Rear end
P.D. only V1
V2
Daylight Rear end
P.D. only V1
V2
Daylight Sideswipe
P.D. only V1
V2
V3
V4
Dark
Rear end
P.D. only V1
V2
Daylight Sideswipe
P.D. only V1
V2
Daylight Sideswipe
P.D. only V1
V2
Daylight Rear end
Non-fatal V1
V2
Daylight Rear end
P.D. only V1
V2
Daylight Rear end
P.D. only V1
V2
Daylight Rear end
P.D. only V1
V2
Daylight Rear end
P.D. only V1
V2
Daylight Rear end
Non-fatal V1
V2
Daylight Rear end
P.D. only V1
V2
Dusk
Dark
Angle
Non-fatal V1
V2
Daylight Sideswipe
Non-fatal V1
V2
Daylight Rear end
P.D. only V1
V2
Dusk
Sideswipe
P.D. only V1
V2
Daylight Rear end
P.D. only V1
V2
Daylight Rear end
P.D. only V1
V2
Daylight Rear end
P.D. only V1
V2
Daylight Sideswipe
P.D. only V1
V2
Daylight Rear end
Non-fatal V1
V2
Daylight Rear end
August 22, 2011
2009-01-08 Thu 10:00 Clear
117
E
E
E
W
W
W
W
S
S
S
S
E
E
W
W
S
S
E
E
E
E
E
E
W
W
W
W
N
N
W
W
E
E
S
S
S
E
E
E
E
N
N
E
E
W
W
S
S
W
W
Wet
Wet
Wet
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Wet
Wet
Slush
Slush
Dry
Dry
Ice
Ice
Slush
Slush
Wet
Wet
Wet
Wet
Wet
Dry
Dry
Dry
Dry
Dry
Dry
Wet
Wet
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Slowing or
Stopped
Turning left
Going ahead
Stopped
Slowing or
Slowing or
Going ahead
Going ahead
Slowing or
Slowing or
Turning left
Turning left
Changing lanes
Going ahead
Overtaking
Going ahead
Slowing or
Slowing or
Going ahead
Slowing or
Slowing or
Stopped
Turning right
Turning right
Slowing or
Stopped
Turning right
Turning right
Slowing or
Stopped
Turning right
Going ahead
Going ahead
Changing lanes
Going ahead
Turning right
Turning right
Changing lanes
Turning right
Going ahead
Going ahead
Turning right
Turning right
Going ahead
Stopped
Turning left
Turning left
Going ahead
Stopped
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Pick-up truck
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Passenger van
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Passenger van
Automobile, station
Truck - dump
Automobile, station
Automobile, station
Automobile, station
Passenger van
Automobile, station
Passenger van
Passenger van
Automobile, station
Pick-up truck
Automobile, station
Truck - closed
Pick-up truck
Automobile, station
Other motor vehicle
Other motor vehicle
Skidding/Sliding
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Skidding/Sliding
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Curb
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Page 8 of 10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
FROM: 2008-01-01 TO: 2011-01-01
2009-10-06 Tue 13:00 Clear
2009-10-08 Thu 11:47 Clear
2009-10-19 Mo 15:10 Clear
2009-10-21 We 20:49 Rain
2009-11-05 Thu 17:46 Rain
2009-11-15 Sun 03:28 Rain
2009-11-15 Sun 21:34 Clear
2009-11-15 Sun 17:55 Clear
2009-11-16 Mo 09:00 Clear
2009-11-20 Frid 10:00 Rain
2009-11-25 We 16:46 Rain
2009-12-15 Tue 14:45 Clear
2010-01-08 Frid 15:30 Clear
2010-01-14 Thu 09:00 Clear
2010-01-30 Sat 08:30 Clear
2010-01-31 Sun 08:00 Snow
2010-02-09 Tue 19:40 Clear
2010-02-28 Sun 20:52 Rain
2010-03-23 Tue 15:30 Rain
2010-04-19 Mo 19:28 Clear
2010-04-26 Mo 16:30 Clear
2010-05-01 Sat 15:59 Clear
2010-05-08 Sat 13:05 Clear
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
Sideswipe
Rear end
Rear end
Daylight Sideswipe
Daylight Rear end
Daylight Sideswipe
Dusk
August 22, 2011
P.D. only V1
V2
P.D. only V1
V2
Non-fatal V1
V2
Non-fatal V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
Non-fatal V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
Sideswipe
P.D. only V1
V2
Turning
P.D. only V1
V2
Sideswipe
P.D. only V1
V2
Rear end
P.D. only V1
V2
Rear end
Non-fatal V1
V2
Rear end
P.D. only V1
V2
Rear end
P.D. only V1
V2
Rear end
P.D. only V1
V2
Rear end
P.D. only V1
V2
Rear end
P.D. only V1
V2
Turning
Rear end
Daylight Rear end
Dark
Dark
Daylight
Daylight
Daylight
Daylight
Daylight
Dusk
Daylight
Daylight
Dark
Dark
Dark
Dark
Dark
Daylight Rear end
Daylight Sideswipe
Daylight Sideswipe
Daylight Sideswipe
2009-10-02 Frid 11:00 Clear
142
E
E
S
S
W
W
W
W
E
E
W
W
W
W
S
N
S
S
E
W
N
N
S
S
S
S
N
N
S
S
W
W
N
N
N
N
S
N
N
E
E
S
S
W
W
W
W
Dry
Dry
Dry
Dry
Wet
Wet
Dry
Dry
Wet
Wet
Wet
Wet
Dry
Dry
Wet
Wet
Wet
Wet
Dry
Dry
Dry
Dry
Dry
Dry
Wet
Wet
Wet
Wet
Wet
Wet
Ice
Ice
Wet
Wet
Dry
Dry
Ice
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Wet
Wet
Merging
Stopped
Slowing or
Stopped
Changing lanes
Going ahead
Turning right
Turning right
Turning left
Turning left
Slowing or
Stopped
Turning right
Turning right
Going ahead
Turning left
Going ahead
Going ahead
Going ahead
Turning left
Changing lanes
Turning left
Turning right
Turning right
Slowing or
Slowing or
Turning left
Turning left
Going ahead
Stopped
Slowing or
Stopped
Turning right
Turning right
Going ahead
Slowing or
Turning left
Turning left
Turning left
Changing lanes
Going ahead
Turning left
Turning left
Turning right
Turning right
Turning right
Turning right
Unknown
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Automobile, station
Pick-up truck
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Automobile, station
Pick-up truck
Truck and trailer
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Page 9 of 10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
FROM: 2008-01-01 TO: 2011-01-01
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
2010-07-05 Mo 13:15 Clear
2010-07-10 Sat 12:36 Clear
2010-07-12 Mo 08:55 Clear
2010-07-16 Frid 11:51 Clear
2010-07-19 Mo 17:00 Rain
2010-07-24 Sat 16:15 Clear
2010-08-03 Tue 13:20 Unknow Daylight Rear end
2010-08-15 Sun 11:09 Rain
2010-08-19 Thu 15:50 Rain
2010-08-26 Thu 18:23 Clear
2010-09-09 Thu 10:10 Rain
2010-09-09 Thu 20:10 Clear
2010-09-30 Thu 08:02 Rain
2010-10-19 Tue 14:15 Clear
2010-10-28 Thu 16:15 Clear
2010-11-12 Frid 18:53 Clear
2010-11-16 Tue 21:30 Clear
2010-11-18 Thu 07:30 Clear
2010-12-09 Thu 21:46 Clear
2010-12-19 Sun 15:14 Clear
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
Other
Rear end
Sideswipe
Rear end
August 22, 2011
Daylight Angle
Dark
Daylight Other
Dark
Dark
Daylight Rear end
Daylight Sideswipe
Daylight Rear end
Dusk
Daylight Rear end
Daylight Angle
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Rear end
Daylight Rear end
2010-06-26 Sat 11:10 Clear
167
Daylight Sideswipe
2010-05-18 Tue 11:00 Clear
166
P.D. only V1
V2
P.D. only V1
V2
Non-fatal V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
Non-fatal V1
V2
V3
Non-fatal V1
V2
V3
V4
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
P.D. only V1
V2
V3
P.D. only V1
V2
W
W
N
S
W
W
E
E
W
W
N
N
W
W
E
E
W
W
N
W
S
S
W
W
N
N
S
S
E
E
E
W
W
W
W
N
N
W
W
W
W
W
W
S
S
S
N
E
Dry
Dry
Dry
Dry
Wet
Wet
Dry
Dry
Dry
Dry
Dry
Dry
Wet
Wet
Dry
Dry
Dry
Dry
Wet
Wet
Dry
Dry
Wet
Wet
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Wet
Wet
Dry
Dry
Dry
Dry
Wet
Wet
Wet
Wet
Wet
Dry
Dry
Slowing or
Stopped
Reversing
Turning left
Turning right
Turning right
Changing lanes
Going ahead
Going ahead
Slowing or
Turning left
Turning left
Going ahead
Stopped
Unknown
Unknown
Going ahead
Stopped
Going ahead
Turning right
Turning left
Changing lanes
Turning right
Turning right
Changing lanes
Slowing or
Turning right
Turning right
Slowing or
Stopped
Stopped
Slowing or
Stopped
Stopped
Stopped
Turning right
Turning right
Turning right
Turning right
Turning left
Turning left
Turning left
Turning left
Slowing or
Stopped
Stopped
Going ahead
Going ahead
Truck and trailer
Automobile, station
Police vehicle
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Passenger van
Passenger van
Automobile, station
Pick-up truck
Automobile, station
Pick-up truck
Automobile, station
Unknown
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Automobile, station
Pick-up truck
Automobile, station
Automobile, station
Automobile, station
Tow truck
Automobile, station
Automobile, station
Automobile, station
Passenger van
Pick-up truck
Automobile, station
Automobile, station
Passenger van
Pick-up truck
Automobile, station
Automobile, station
Pick-up truck
Pick-up truck
Automobile, station
Passenger van
Automobile, station
Pick-up truck
Passenger van
Automobile, station
Automobile, station
Automobile, station
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Page 10 of 10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
FROM: 2008-01-01 TO: 2011-01-01
Other motor vehicle
Other motor vehicle
Skidding/Sliding
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Other motor vehicle
Appendix D:
Traffic Growth
Baseline/Highgate
8 hrs
Year Date
2005
2006
2010
Wednesday, May 4
Thursday, June 29
Monday, June 7
North Leg
North Leg
SB
NB
843
683
564
485
914
692
Year
2005
2006
2010
Regression Estimate
Regression Estimate
Average Annual Change
West Leg
2005
2010
Year
2005
2006
2010
Regression Estimate
Regression Estimate
East Leg
2005
2010
Year
2005
2006
2010
Regression Estimate
Regression Estimate
South Leg
2005
2010
Year
2005
2006
2010
Regression Estimate
Regression Estimate
2005
2010
NB
683
485
692
588
668
2.60%
EB
9036
8221
8864
8664
8771
0.25%
EB
8949
2658
9391
5911
8632
7.87%
NB
2999
3499
3536
3186
3583
2.38%
South Leg
NB
SB
2999
4416
3499
4339
3536
3359
SB
843
564
914
Counts
NB+SB
1526
1049
1606
703
879
4.56%
WB
8070
7848
7925
WB
9240
9090
8053
SB
4416
4339
3359
-29.0%
42.7%
% Change
SB
NB+SB
-33.1%
62.1%
-31.3%
53.1%
INT
-17.0%
16.4%
INT
44236
36704
42734
EB
-9.0%
7.8%
% Change
WB
EB+WB
-2.8%
1.0%
-6.1%
4.5%
INT
-17.0%
16.4%
INT
44236
36704
42734
EB
-70.3%
253.3%
% Change
WB
EB+WB
-1.6%
-11.4%
-35.4%
48.5%
INT
-17.0%
16.4%
15193
16695
1.90%
Counts
NB+SB
7415
7838
6895
4480
3375
-5.51%
NB
Total
44236
36704
42734
16642
16673
0.04%
Counts
EB+WB
18189
11748
17444
9282
8063
-2.77%
INT
44236
36704
42734
West Leg
EB
WB
9036
8070
8221
7848
8864
7925
1291
1547
3.68%
Counts
EB+WB
17106
16069
16789
7978
7902
-0.19%
East Leg
WB
EB
9240
8949
9090
2658
8053
9391
7666
6958
-1.92%
INT
44236
36704
42734
NB
16.7%
1.1%
% Change
SB
NB+SB
-1.7%
-22.6%
5.7%
-12.0%
INT
-17.0%
16.4%
Baseline/Highgate
AM Peak
Year Date
2005
2006
2010
Wednesday, May 4
Thursday, June 29
Monday, June 7
North Leg
North Leg
SB
NB
122
39
68
18
166
23
Year
2005
2006
2010
Regression Estimate
Regression Estimate
West Leg
2005
2010
Year
2005
2006
2010
Regression Estimate
Regression Estimate
East Leg
2005
2010
Year
2005
2006
2010
Regression Estimate
Regression Estimate
South Leg
2005
2010
Year
2005
2006
2010
Regression Estimate
Regression Estimate
2005
2010
NB
39
18
23
31
21
-7.31%
EB
1986
1590
1852
1810
1808
-0.02%
EB
1865
1511
1883
1695
1840
1.66%
NB
333
400
444
354
449
4.87%
South Leg
NB
SB
333
909
400
927
444
531
SB
122
68
166
Counts
NB+SB
161
86
189
92
159
11.47%
WB
665
612
683
WB
1037
1010
658
SB
909
927
531
-53.8%
27.8%
% Change
SB
NB+SB
-44.3%
144.1%
-46.6%
119.8%
6956
6136
6240
INT
-11.8%
1.7%
INT
6956
6136
6240
EB
-19.9%
16.5%
% Change
WB
EB+WB
-8.0%
11.6%
-16.9%
15.1%
INT
-11.8%
1.7%
INT
6956
6136
6240
EB
-19.0%
24.6%
% Change
WB
EB+WB
-2.6%
-34.9%
-13.1%
0.8%
INT
-11.8%
1.7%
2755
2504
-1.89%
Counts
NB+SB
1242
1327
975
954
542
-10.68%
NB
Total
2448
2484
0.29%
Counts
EB+WB
2902
2521
2541
1060
664
-8.94%
INT
6956
6136
6240
West Leg
EB
WB
1986
665
1590
612
1852
683
123
179
7.91%
Counts
EB+WB
2651
2202
2535
638
676
1.17%
East Leg
WB
EB
1037
1865
1010
1511
658
1883
1308
991
-5.39%
INT
6956
6136
6240
NB
20.1%
11.0%
% Change
SB
NB+SB
2.0%
-42.7%
6.8%
-26.5%
INT
-11.8%
1.7%
Baseline/Highgate
PM Peak
Year Date
2005
2006
2010
Wednesday, May 4
Thursday, June 29
Monday, June 7
North Leg
North Leg
SB
NB
125
116
69
81
128
148
Year
2005
2006
2010
Regression Estimate
Regression Estimate
West Leg
2005
2010
Year
2005
2006
2010
Regression Estimate
Regression Estimate
East Leg
2005
2010
Year
2005
2006
2010
Regression Estimate
Regression Estimate
South Leg
2005
2010
Year
2005
2006
2010
Regression Estimate
Regression Estimate
2005
2010
NB
116
81
148
96
143
8.24%
EB
1001
936
975
973
968
-0.10%
EB
992
1013
1058
996
1059
1.24%
NB
557
629
609
586
616
1.00%
South Leg
NB
SB
557
516
629
467
609
439
SB
125
69
128
Counts
NB+SB
241
150
276
98
121
4.34%
WB
1609
1549
1579
WB
1550
1476
1512
SB
516
467
439
-30.2%
82.7%
% Change
SB
NB+SB
-44.8%
85.5%
-37.8%
84.0%
6466
6220
6448
INT
-3.8%
3.7%
INT
6466
6220
6448
EB
-6.5%
4.2%
% Change
WB
EB+WB
-3.7%
1.9%
-4.8%
2.8%
INT
-3.8%
3.7%
INT
6466
6220
6448
EB
2.1%
4.4%
% Change
WB
EB+WB
-4.8%
2.4%
-2.1%
3.3%
INT
-3.8%
3.7%
2514
2563
0.39%
Counts
NB+SB
1073
1096
1048
500
435
-2.75%
NB
Total
2556
2540
-0.12%
Counts
EB+WB
2542
2489
2570
1518
1504
-0.19%
INT
6466
6220
6448
West Leg
EB
WB
1001
1609
936
1549
975
1579
194
264
6.35%
Counts
EB+WB
2610
2485
2554
1583
1573
-0.14%
East Leg
WB
EB
1550
992
1476
1013
1512
1058
1086
1051
-0.65%
INT
6466
6220
6448
NB
12.9%
-3.2%
% Change
SB
NB+SB
-9.5%
-6.0%
2.1%
-4.4%
INT
-3.8%
3.7%
Appendix E:
Projected Traffic Conditions
Projected 2013 AM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
ø8
22
23
Prot
5
1649
1736
NA
2
140
147
Perm
32
34
Prot
1
649
683
NA
6
37
39
Perm
175
184
Prot
3!
150
158
custom
83
87
Prot
7
22
23
custom
7!
8
7
7
10.0
16.0
35.0
26.9%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.1
0.15
0.09
16.0
0.0
16.0
B
2
2
1
6
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
89.0
0.68
0.30
15.5
0.0
15.5
B
17.0
B
30.3
80.6
471.0
5
2
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
7.3
0.06
0.24
64.1
0.0
64.1
E
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
88.4
0.68
0.53
13.1
0.0
13.1
B
13.1
B
84.9
122.9
159.5
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
88.4
0.68
0.15
4.4
0.0
4.4
A
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
8.1
0.06
0.32
53.0
0.0
53.0
D
3.9
14.7
8.7
19.7
3276
0
0
0
0.53
1003
0
0
0
0.15
80.0
119
0
0
0
0.29
5.8
14.8
90.0
114
0
0
0
0.20
Cycle Length: 130
Natural Cycle: 90
Splits and Phases:
2297
0
0
0
0.30
6
6
3
3
3
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
89.0
0.68
0.04
11.4
0.0
11.4
B
10.0
16.0
68.0
52.3%
3.3
2.7
0.0
6.0
10.0
16.0
68.0
52.3%
3.3
2.7
0.0
6.0
None
20.1
0.15
0.71
66.4
0.0
66.4
E
None
20.1
0.15
0.44
10.5
0.0
10.5
B
10.0
16.0
35.0
26.9%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.1
0.15
0.34
50.8
0.0
50.8
D
0.4
8.6
45.4
65.7
0.0
17.7
20.1
33.7
0.0
7.5
80.0
1013
0
0
0
0.04
799
0
0
0
0.23
50.0
782
0
0
0
0.20
50.0
374
0
0
0
0.23
352
0
0
0
0.07
7.0
24.0
33.0
25%
3.3
2.7
Lead
Yes
None
Intersection LOS: B
Synchro 7 - Report
Projected 2013 AM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
1
1
Perm
1517
1597
NA
2
364
383
Perm
182
192
Prot
1
469
494
NA
6
22
23
Perm
177
186
Prot
4
340
358
custom
94
99
Prot
3
72
76
custom
3
2
2
1
6
6
6
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
61.4
0.47
0.43
11.3
0.0
11.3
B
5.0
11.2
24.0
18.5%
3.7
2.5
0.0
6.2
Lead
Yes
None
13.0
0.10
0.59
65.5
0.0
65.5
E
10.0
23.7
74.0
56.9%
3.7
2.0
0.0
5.7
10.0
23.7
74.0
56.9%
3.7
2.0
0.0
5.7
36.5
78.0
21.9
37.7
C-Max
80.6
0.62
0.24
8.0
0.0
8.0
A
23.4
C
21.7
35.0
207.0
150.0
896
0
0
0
0.43
85.0
445
0
0
0
0.43
2
2
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
61.4
0.47
0.00
16.0
0.0
16.0
B
0.1
m0.0
55.0
385
0
0
0
0.00
2
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
61.4
0.47
0.70
28.6
0.0
28.6
C
25.2
C
122.1
#177.1
471.0
2277
0
0
0
0.70
Cycle Length: 130
Natural Cycle: 95
Splits and Phases:
2080
0
0
0
0.24
4
4
4
3
3
C-Max
80.6
0.62
0.03
3.5
0.0
3.5
A
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
18.1
0.14
0.41
52.0
0.0
52.0
D
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
18.1
0.14
0.76
19.0
0.0
19.0
B
5.0
11.4
20.0
15.4%
3.3
3.1
0.0
6.4
Lead
Yes
None
11.8
0.09
0.65
76.5
0.0
76.5
E
5.0
11.4
20.0
15.4%
3.3
3.1
0.0
6.4
Lead
Yes
None
11.8
0.09
0.37
16.8
0.0
16.8
B
0.3
3.0
23.8
31.0
10.4
40.4
24.7
43.2
0.0
14.6
100.0
881
0
0
0
0.03
715
0
0
0
0.26
563
0
0
0
0.64
30.0
175
0
0
0
0.57
225
0
0
0
0.34
Intersection LOS: C
Synchro 7 - Report
Projected 2013 AM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBT
EBR
WBL
WBT
NBL
NBR
1858
1956
NA
2
93
98
Perm
401
422
Prot
1
667
702
NA
6
6
6
NA
8
20
21
Perm
2
2
1
6
8
8
8
10.0
28.5
74.0
56.9%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
84.5
0.65
0.10
0.7
0.0
0.7
A
5.0
11.1
25.0
19.2%
3.7
2.4
0.0
6.1
Lead
Yes
None
22.7
0.17
0.74
44.5
0.0
44.5
D
10.0
28.5
99.0
76.2%
3.7
2.8
0.0
6.5
10.0
30.0
31.0
23.8%
3.0
4.0
0.0
7.0
10.0
30.0
31.0
23.8%
3.0
4.0
0.0
7.0
54.3
69.4
None
10.0
0.08
0.02
55.8
0.0
55.8
E
31.1
C
0.7
2.9
132.0
None
10.0
0.08
0.16
24.0
0.0
24.0
C
3.5
m0.5
C-Max
115.9
0.89
0.23
3.1
0.0
3.1
A
18.6
B
14.5
36.3
551.0
45.0
960
0
0
0
0.10
85.0
574
0
0
0
0.74
2989
0
0
0
0.23
600
0
0
0
0.01
2
10.0
28.5
74.0
56.9%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
84.5
0.65
0.62
8.5
0.2
8.7
A
8.4
A
171.1
23.4
207.0
3130
436
0
0
0.73
Cycle Length: 130
Natural Cycle: 90
Splits and Phases:
0.0
8.4
30.0
294
0
0
0
0.07
Intersection LOS: B
Synchro 7 - Report
Projected 2013 AM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
553
582
Prot
5
1219
1283
NA
2
106
112
Perm
56
59
Prot
1
485
511
NA
6
144
152
Perm
127
134
Prot
3
1015
1068
NA
8
54
57
Perm
296
312
Prot
7
429
452
NA
4
454
478
Perm
5
2
2
2
1
6
6
6
3
8
8
8
7
4
5.0
11.8
32.0
24.6%
3.7
3.1
0.0
6.8
Lead
Yes
None
25.0
0.19
0.93
92.1
0.0
92.1
F
10.0
36.8
56.0
43.1%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
52.9
0.41
0.94
48.8
0.0
48.8
D
60.4
E
~105.3
#217.5
551.0
10.0
36.8
56.0
43.1%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
52.9
0.41
0.18
28.3
0.0
28.3
C
5.0
11.8
14.0
10.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
7.2
0.06
0.64
89.7
0.0
89.7
F
10.0
36.8
38.0
29.2%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
32.5
0.25
0.32
7.9
0.0
7.9
A
5.0
11.8
18.0
13.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
10.0
0.08
0.53
65.6
0.0
65.6
E
5.0
11.8
18.0
13.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
11.2
0.09
1.11
141.2
0.0
141.2
F
15.1
#35.4
0.0
16.8
17.2
27.7
10.0
33.8
42.0
32.3%
3.7
3.1
0.0
6.8
Lag
Yes
None
34.1
0.26
0.84
52.5
0.0
52.5
D
52.0
D
94.1
111.7
358.3
10.0
33.8
42.0
32.3%
3.7
3.1
0.0
6.8
Lag
Yes
None
34.1
0.26
0.13
9.6
0.0
9.6
A
12.3
m29.8
10.0
36.8
38.0
29.2%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
32.5
0.25
0.61
47.2
0.0
47.2
D
42.4
D
62.1
80.9
237.7
0.0
10.3
~47.1
#76.4
10.0
33.8
42.0
32.3%
3.7
3.1
0.0
6.8
Lag
Yes
None
35.3
0.27
0.35
38.9
0.0
38.9
D
55.4
E
34.0
44.5
305.3
25.0
612
0
0
0
0.18
100.0
95
0
0
0
0.62
95.0
477
0
0
0
0.32
115.0
280
0
0
0
0.48
105.0
438
0
0
0
0.13
85.0
280
0
0
0
1.11
82.2
#112.1
55.0
634
0
0
0
0.92
1365
0
0
0
0.94
Cycle Length: 130
Natural Cycle: 115
Splits and Phases:
837
0
0
0
0.61
1305
0
0
0
0.82
1317
0
0
0
0.34
4
4
10.0
33.8
42.0
32.3%
3.7
3.1
0.0
6.8
Lag
Yes
None
35.3
0.27
0.70
15.1
0.0
15.1
B
19.1
60.3
50.0
682
0
0
0
0.70
Intersection LOS: D
Synchro 7 - Report
Projected 2013 AM
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Pedestrians
Lane Width (m)
Walking Speed (m/s)
Percent Blockage
Median type
Median storage veh)
Upstream signal (m)
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
31
Stop
0%
0.95
33
129
388
Free
0%
0.95
408
52
135
0.95
55
0.95
142
411
Free
0%
0.95
433
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Average Delay
0.95
136
None
None
99
909
204
463
909
6.8
204
6.9
463
4.1
3.5
86
239
3.3
83
803
2.2
87
1094
WB 1
168
33
136
551
0.31
9.8
14.4
B
14.4
B
NB 1
204
0
0
1700
0.12
0.0
0.0
NB 2
204
0
0
1700
0.12
0.0
0.0
0.0
3.0
39.4%
15
NB 3
55
0
55
1700
0.03
0.0
0.0
SB 1
142
142
0
1094
0.13
3.4
8.8
A
2.2
SB 2
216
0
0
1700
0.13
0.0
0.0
SB 3
216
0
0
1700
0.13
0.0
0.0
A
Synchro 7 - Report
Projected 2013 PM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
ø8
41
43
Prot
5
879
925
NA
2
138
145
Perm
110
116
Prot
1
1405
1479
NA
6
98
103
Perm
201
212
Prot
3!
66
69
custom
66
69
Prot
7
30
32
custom
7!
8
7
7
5.0
11.0
23.0
17.7%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.6
0.16
0.12
14.1
0.0
14.1
B
2
2
1
6
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
83.1
0.64
0.69
19.4
0.0
19.4
B
21.0
C
165.7
189.7
471.0
5
2
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
8.7
0.07
0.38
66.9
0.0
66.9
E
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
72.1
0.55
0.35
17.3
0.0
17.3
B
17.4
B
45.6
65.8
159.5
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
72.1
0.55
0.17
3.2
0.0
3.2
A
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
17.4
0.13
0.52
56.9
0.0
56.9
E
0.0
11.0
23.8
m33.7
2671
0
0
0
0.35
865
0
0
0
0.17
80.0
224
0
0
0
0.52
10.7
22.5
90.0
124
0
0
0
0.35
Cycle Length: 130
Natural Cycle: 105
Splits and Phases:
2144
0
0
0
0.69
6
6
3
3
3
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
83.1
0.64
0.10
3.3
0.0
3.3
A
5.0
11.0
56.0
43.1%
3.3
2.7
0.0
6.0
5.0
11.0
56.0
43.1%
3.3
2.7
0.0
6.0
None
22.1
0.17
0.74
66.3
0.0
66.3
E
None
22.1
0.17
0.22
11.0
0.0
11.0
B
5.0
11.0
23.0
17.7%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.6
0.16
0.26
47.4
0.0
47.4
D
4.4
m9.3
52.2
73.7
0.0
12.0
15.5
27.3
0.0
8.4
80.0
985
0
0
0
0.10
645
0
0
0
0.33
50.0
606
0
0
0
0.11
50.0
292
0
0
0
0.24
288
0
0
0
0.11
7.0
33.0
33.0
25%
3.3
2.7
Lead
Yes
None
Intersection LOS: C
Synchro 7 - Report
Projected 2013 PM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
36
38
Prot
5
741
780
NA
2
234
246
Perm
249
262
Prot
1
1187
1249
NA
6
112
118
Perm
361
380
Prot
4
294
309
custom
63
66
Prot
3
65
68
custom
3
5
2
2
2
1
6
5.0
11.2
22.0
16.9%
3.7
2.5
0.0
6.2
Lead
Yes
None
8.4
0.06
0.35
51.1
0.0
51.1
D
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
54.6
0.42
0.39
30.5
0.0
30.5
C
28.6
C
66.3
83.6
471.0
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
54.6
0.42
0.34
18.9
0.0
18.9
B
5.0
11.2
22.0
16.9%
3.7
2.5
0.0
6.2
Lead
Yes
None
15.2
0.12
0.69
58.9
0.0
58.9
E
27.1
58.1
29.1
43.5
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
63.7
0.49
0.76
39.7
0.0
39.7
D
40.5
D
177.3
#220.3
207.0
150.0
723
0
0
0
0.34
85.0
411
0
0
0
0.64
9.4
20.4
55.0
204
0
0
0
0.19
2023
0
0
0
0.39
Cycle Length: 130
Natural Cycle: 95
Splits and Phases:
1643
0
0
0
0.76
6
6
4
4
4
3
3
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
63.7
0.49
0.18
8.3
0.0
8.3
A
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
24.1
0.19
0.63
53.0
0.0
53.0
D
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
24.1
0.19
0.60
9.9
0.0
9.9
A
5.0
11.4
23.0
17.7%
3.3
3.1
0.0
6.4
Lead
Yes
None
10.5
0.08
0.49
68.6
0.0
68.6
E
5.0
11.4
23.0
17.7%
3.3
3.1
0.0
6.4
Lead
Yes
None
10.5
0.08
0.37
18.1
0.0
18.1
B
6.2
20.4
44.4
60.2
0.0
24.8
16.5
30.4
0.0
13.7
100.0
657
0
0
0
0.18
721
0
0
0
0.53
550
0
0
0
0.56
30.0
214
0
0
0
0.31
251
0
0
0
0.27
Intersection LOS: D
Synchro 7 - Report
Projected 2013 PM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBT
EBR
WBL
WBT
NBL
NBR
1094
1152
NA
2
4
4
Perm
67
71
Prot
1
1524
1604
NA
6
24
25
NA
8
38
40
Perm
2
2
1
6
8
8
8
10.0
28.5
70.0
53.8%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
99.3
0.76
0.00
1.2
0.0
1.2
A
5.0
11.1
23.0
17.7%
3.7
2.4
0.0
6.1
Lead
Yes
None
8.2
0.06
0.34
52.4
0.0
52.4
D
10.0
28.5
93.0
71.5%
3.7
2.8
0.0
6.5
10.0
30.0
37.0
28.5%
3.0
4.0
0.0
7.0
10.0
30.0
37.0
28.5%
3.0
4.0
0.0
7.0
9.6
m10.2
None
10.0
0.08
0.10
56.9
0.0
56.9
E
34.8
C
3.1
7.7
132.0
None
10.0
0.08
0.26
20.9
0.0
20.9
C
0.0
m0.2
C-Max
111.2
0.86
0.56
12.8
0.0
12.8
B
14.5
B
155.6
m160.0
551.0
45.0
1147
0
0
0
0.00
85.0
423
0
0
0
0.17
2868
0
0
0
0.56
750
0
0
0
0.03
2
10.0
28.5
70.0
53.8%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
99.3
0.76
0.31
3.5
0.0
3.5
A
3.4
A
15.3
23.0
207.0
3680
0
0
0
0.31
Cycle Length: 130
Natural Cycle: 75
Splits and Phases:
0.0
11.4
30.0
377
0
0
0
0.11
Intersection LOS: B
Synchro 7 - Report
Projected 2013 PM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
346
364
Prot
5
718
756
NA
2
68
72
Perm
79
83
Prot
1
917
965
NA
6
250
263
Perm
375
395
Prot
3
914
962
NA
8
116
122
Perm
383
403
Prot
7
875
921
NA
4
298
314
Perm
5
2
2
2
1
6
6
6
3
8
8
8
7
4
5.0
11.8
25.0
19.2%
3.7
3.1
0.0
6.8
Lead
Yes
None
17.5
0.13
0.83
85.8
0.0
85.8
F
10.0
36.8
48.0
36.9%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
47.6
0.37
0.62
51.0
0.0
51.0
D
60.8
E
93.8
126.1
551.0
10.0
36.8
48.0
36.9%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
47.6
0.37
0.13
36.8
0.0
36.8
D
5.0
11.8
25.0
19.2%
3.7
3.1
0.0
6.8
Lead
Yes
None
11.8
0.09
0.55
69.1
0.0
69.1
E
10.0
36.8
48.0
36.9%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
41.9
0.32
0.42
7.5
0.0
7.5
A
5.0
11.8
19.0
14.6%
3.7
3.1
0.0
6.8
Lead
Yes
None
12.2
0.09
1.30
200.6
0.0
200.6
F
5.0
11.8
23.0
17.7%
3.7
3.1
0.0
6.8
Lead
Yes
None
16.2
0.12
1.00
100.1
0.0
100.1
F
20.7
36.3
3.7
24.1
~66.4
#98.0
10.0
33.8
34.0
26.2%
3.7
3.1
0.0
6.8
Lag
Yes
None
27.2
0.21
0.95
70.1
0.0
70.1
E
99.9
F
89.9
#117.5
358.3
10.0
33.8
34.0
26.2%
3.7
3.1
0.0
6.8
Lag
Yes
None
27.2
0.21
0.30
9.4
0.0
9.4
A
9.4
26.3
10.0
36.8
48.0
36.9%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
41.9
0.32
0.89
53.7
0.0
53.7
D
45.4
D
124.6
#162.3
237.7
0.0
15.9
53.9
#86.8
10.0
33.8
38.0
29.2%
3.7
3.1
0.0
6.8
Lag
Yes
None
31.2
0.24
0.80
52.5
0.0
52.5
D
56.7
E
81.7
98.2
305.3
25.0
557
0
0
0
0.13
100.0
235
0
0
0
0.35
95.0
632
0
0
0
0.42
115.0
305
0
0
0
1.30
105.0
400
0
0
0
0.30
85.0
405
0
0
0
1.00
50.7
#70.3
55.0
455
0
0
0
0.80
1228
0
0
0
0.62
Cycle Length: 130
Natural Cycle: 115
Splits and Phases:
1080
0
0
0
0.89
1008
0
0
0
0.95
1156
0
0
0
0.80
4
4
10.0
33.8
38.0
29.2%
3.7
3.1
0.0
6.8
Lag
Yes
None
31.2
0.24
0.57
13.6
0.0
13.6
B
11.6
40.1
50.0
549
0
0
0
0.57
Intersection LOS: E
Synchro 7 - Report
Projected 2013 PM
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Pedestrians
Lane Width (m)
Walking Speed (m/s)
Percent Blockage
Median type
Median storage veh)
Upstream signal (m)
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
38
Stop
0%
0.95
40
102
553
Free
0%
0.95
582
31
70
0.95
33
0.95
74
413
Free
0%
0.95
435
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Average Delay
0.95
107
None
None
99
947
291
615
947
6.8
291
6.9
615
4.1
3.5
83
240
3.3
85
705
2.2
92
961
WB 1
147
40
107
462
0.32
10.3
16.4
C
16.4
C
NB 1
291
0
0
1700
0.17
0.0
0.0
NB 2
291
0
0
1700
0.17
0.0
0.0
0.0
2.4
39.1%
15
NB 3
33
0
33
1700
0.02
0.0
0.0
SB 1
74
74
0
961
0.08
1.9
9.1
A
1.3
SB 2
217
0
0
1700
0.13
0.0
0.0
SB 3
217
0
0
1700
0.13
0.0
0.0
A
Synchro 7 - Report
Projected 2018 AM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
ø8
22
23
Prot
5
1710
1800
NA
2
140
147
Perm
32
34
Prot
1
674
709
NA
6
37
39
Perm
175
184
Prot
3!
150
158
custom
83
87
Prot
7
22
23
custom
7!
8
7
7
10.0
16.0
35.0
26.9%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.1
0.15
0.09
16.0
0.0
16.0
B
2
2
1
6
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
89.0
0.68
0.31
15.9
0.0
15.9
B
17.3
B
33.1
84.8
471.0
5
2
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
7.3
0.06
0.24
64.1
0.0
64.1
E
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
88.4
0.68
0.55
13.5
0.0
13.5
B
13.4
B
90.1
129.7
159.5
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
88.4
0.68
0.15
4.6
0.0
4.6
A
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
8.1
0.06
0.32
52.6
0.0
52.6
D
4.3
15.2
8.7
19.5
3276
0
0
0
0.55
1002
0
0
0
0.15
80.0
119
0
0
0
0.29
5.8
14.8
90.0
114
0
0
0
0.20
Cycle Length: 130
Natural Cycle: 90
Splits and Phases:
2297
0
0
0
0.31
6
6
3
3
3
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
89.0
0.68
0.04
11.5
0.0
11.5
B
10.0
16.0
68.0
52.3%
3.3
2.7
0.0
6.0
10.0
16.0
68.0
52.3%
3.3
2.7
0.0
6.0
None
20.1
0.15
0.71
66.4
0.0
66.4
E
None
20.1
0.15
0.44
10.5
0.0
10.5
B
10.0
16.0
35.0
26.9%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.1
0.15
0.34
50.8
0.0
50.8
D
0.5
8.8
45.4
65.7
0.0
17.7
20.1
33.7
0.0
7.5
80.0
1013
0
0
0
0.04
799
0
0
0
0.23
50.0
782
0
0
0
0.20
50.0
374
0
0
0
0.23
352
0
0
0
0.07
7.0
24.0
33.0
25%
3.3
2.7
Lead
Yes
None
Intersection LOS: B
Synchro 7 - Report
Projected 2018 AM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
1
1
Perm
1578
1661
NA
2
364
383
Perm
182
192
Prot
1
494
520
NA
6
22
23
Perm
177
186
Prot
4
340
358
custom
94
99
Prot
3
72
76
custom
3
2
2
1
6
6
6
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
61.4
0.47
0.43
11.1
0.0
11.1
B
5.0
11.2
24.0
18.5%
3.7
2.5
0.0
6.2
Lead
Yes
None
13.0
0.10
0.59
66.0
0.0
66.0
E
10.0
23.7
74.0
56.9%
3.7
2.0
0.0
5.7
10.0
23.7
74.0
56.9%
3.7
2.0
0.0
5.7
36.7
78.0
22.0
37.8
C-Max
80.6
0.62
0.25
7.8
0.0
7.8
A
22.8
C
22.6
35.7
207.0
150.0
896
0
0
0
0.43
85.0
445
0
0
0
0.43
2
2
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
61.4
0.47
0.00
15.0
0.0
15.0
B
0.1
m0.0
55.0
376
0
0
0
0.00
2
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
61.4
0.47
0.73
29.2
0.0
29.2
C
25.8
C
129.7
#189.7
471.0
2277
0
0
0
0.73
Cycle Length: 130
Natural Cycle: 105
Splits and Phases:
2080
0
0
0
0.25
4
4
4
3
3
C-Max
80.6
0.62
0.03
3.4
0.0
3.4
A
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
18.1
0.14
0.41
52.0
0.0
52.0
D
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
18.1
0.14
0.76
19.1
0.0
19.1
B
5.0
11.4
20.0
15.4%
3.3
3.1
0.0
6.4
Lead
Yes
None
11.8
0.09
0.65
76.5
0.1
76.6
E
5.0
11.4
20.0
15.4%
3.3
3.1
0.0
6.4
Lead
Yes
None
11.8
0.09
0.37
16.8
0.0
16.8
B
0.3
2.9
23.8
31.0
10.7
40.7
24.7
43.2
0.0
14.6
100.0
881
0
0
0
0.03
715
0
0
0
0.26
563
0
0
0
0.64
30.0
175
0
1
0
0.57
225
0
0
0
0.34
Intersection LOS: C
Synchro 7 - Report
Projected 2018 AM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBT
EBR
WBL
WBT
NBL
NBR
1919
2020
NA
2
93
98
Perm
401
422
Prot
1
692
728
NA
6
6
6
NA
8
20
21
Perm
2
2
1
6
8
8
8
10.0
28.5
74.0
56.9%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
84.5
0.65
0.10
0.6
0.0
0.6
A
5.0
11.1
25.0
19.2%
3.7
2.4
0.0
6.1
Lead
Yes
None
22.7
0.17
0.74
44.1
0.0
44.1
D
10.0
28.5
99.0
76.2%
3.7
2.8
0.0
6.5
10.0
30.0
31.0
23.8%
3.0
4.0
0.0
7.0
10.0
30.0
31.0
23.8%
3.0
4.0
0.0
7.0
54.4
69.6
None
10.0
0.08
0.02
55.8
0.0
55.8
E
31.1
C
0.7
2.9
132.0
None
10.0
0.08
0.16
24.0
0.0
24.0
C
3.4
m0.4
C-Max
115.9
0.89
0.24
3.5
0.0
3.5
A
18.4
B
18.6
42.8
551.0
45.0
959
0
0
0
0.10
85.0
574
0
0
0
0.74
2989
0
0
0
0.24
600
0
0
0
0.01
2
10.0
28.5
74.0
56.9%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
84.5
0.65
0.65
8.8
0.3
9.1
A
8.7
A
178.0
203.1
207.0
3130
436
0
0
0.75
Cycle Length: 130
Natural Cycle: 90
Splits and Phases:
0.0
8.4
30.0
294
0
0
0
0.07
Intersection LOS: B
Synchro 7 - Report
Projected 2018 AM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
553
582
Prot
5
1280
1347
NA
2
106
112
Perm
56
59
Prot
1
510
537
NA
6
144
152
Perm
127
134
Prot
3
1067
1123
NA
8
54
57
Perm
296
312
Prot
7
451
475
NA
4
454
478
Perm
5
2
2
2
1
6
6
6
3
8
8
8
7
4
5.0
11.8
32.0
24.6%
3.7
3.1
0.0
6.8
Lead
Yes
None
24.9
0.19
0.94
91.9
0.0
91.9
F
10.0
36.8
56.0
43.1%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
52.6
0.40
0.99
57.9
0.0
57.9
E
66.0
E
~191.7
#236.0
551.0
10.0
36.8
56.0
43.1%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
52.6
0.40
0.18
29.1
0.0
29.1
C
5.0
11.8
14.0
10.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
7.0
0.05
0.65
91.6
0.0
91.6
F
10.0
36.8
38.0
29.2%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
32.2
0.25
0.32
7.9
0.0
7.9
A
5.0
11.8
18.0
13.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
10.0
0.08
0.53
65.6
0.0
65.6
E
5.0
11.8
18.0
13.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
11.2
0.09
1.11
141.2
0.0
141.2
F
15.1
#35.4
0.0
16.8
17.2
27.7
10.0
33.8
42.0
32.3%
3.7
3.1
0.0
6.8
Lag
Yes
None
34.6
0.27
0.88
54.5
0.0
54.5
D
53.6
D
100.6
118.7
358.3
10.0
33.8
42.0
32.3%
3.7
3.1
0.0
6.8
Lag
Yes
None
34.6
0.27
0.13
9.6
0.0
9.6
A
13.0
m29.5
10.0
36.8
38.0
29.2%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
32.2
0.25
0.65
48.4
0.0
48.4
D
43.6
D
65.9
85.3
237.7
0.0
10.3
~47.1
#76.4
10.0
33.8
42.0
32.3%
3.7
3.1
0.0
6.8
Lag
Yes
None
35.7
0.27
0.36
38.9
0.0
38.9
D
55.2
E
35.9
46.9
305.3
25.0
607
0
0
0
0.18
100.0
93
0
0
0
0.63
95.0
474
0
0
0
0.32
115.0
280
0
0
0
0.48
105.0
438
0
0
0
0.13
85.0
280
0
0
0
1.11
82.3
#112.2
55.0
630
0
0
0
0.92
1358
0
0
0
0.99
Cycle Length: 130
Natural Cycle: 115
Splits and Phases:
830
0
0
0
0.65
1305
0
0
0
0.86
1325
0
0
0
0.36
4
4
10.0
33.8
42.0
32.3%
3.7
3.1
0.0
6.8
Lag
Yes
None
35.7
0.27
0.70
15.4
0.0
15.4
B
20.3
61.8
50.0
680
0
0
0
0.70
Intersection LOS: E
Synchro 7 - Report
Projected 2018 AM
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Pedestrians
Lane Width (m)
Walking Speed (m/s)
Percent Blockage
Median type
Median storage veh)
Upstream signal (m)
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
31
Stop
0%
0.95
33
129
388
Free
0%
0.95
408
52
135
0.95
55
0.95
142
411
Free
0%
0.95
433
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Average Delay
0.95
136
None
None
99
909
204
463
909
6.8
204
6.9
463
4.1
3.5
86
239
3.3
83
803
2.2
87
1094
WB 1
168
33
136
551
0.31
9.8
14.4
B
14.4
B
NB 1
204
0
0
1700
0.12
0.0
0.0
NB 2
204
0
0
1700
0.12
0.0
0.0
0.0
3.0
39.4%
15
NB 3
55
0
55
1700
0.03
0.0
0.0
SB 1
142
142
0
1094
0.13
3.4
8.8
A
2.2
SB 2
216
0
0
1700
0.13
0.0
0.0
SB 3
216
0
0
1700
0.13
0.0
0.0
A
Synchro 7 - Report
Projected 2018 PM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
ø8
41
43
Prot
5
914
962
NA
2
138
145
Perm
110
116
Prot
1
1450
1526
NA
6
98
103
Perm
201
212
Prot
3!
66
69
custom
66
69
Prot
7
30
32
custom
7!
8
7
7
10.0
16.0
23.0
17.7%
3.3
2.7
0.0
6.0
Lag
Yes
None
21.3
0.16
0.12
14.0
0.0
14.0
B
2
2
1
6
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
83.1
0.64
0.71
26.1
0.0
26.1
C
27.4
C
152.1
196.6
471.0
5
2
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
8.7
0.07
0.38
66.9
0.0
66.9
E
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
72.1
0.55
0.36
17.5
0.0
17.5
B
17.6
B
47.9
68.8
159.5
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
72.1
0.55
0.17
3.2
0.0
3.2
A
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
17.4
0.13
0.52
57.7
0.0
57.7
E
0.0
11.0
31.8
m42.9
2671
0
0
0
0.36
865
0
0
0
0.17
80.0
224
0
0
0
0.52
10.7
22.5
90.0
124
0
0
0
0.35
Cycle Length: 130
Natural Cycle: 100
Splits and Phases:
2144
0
0
0
0.71
6
6
3
3
3
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
83.1
0.64
0.10
12.2
0.0
12.2
B
10.0
16.0
56.0
43.1%
3.3
2.7
0.0
6.0
10.0
16.0
56.0
43.1%
3.3
2.7
0.0
6.0
None
22.1
0.17
0.74
66.3
0.0
66.3
E
None
22.1
0.17
0.22
11.0
0.0
11.0
B
10.0
16.0
23.0
17.7%
3.3
2.7
0.0
6.0
Lag
Yes
None
21.3
0.16
0.25
47.0
0.0
47.0
D
7.6
m16.1
52.2
73.7
0.0
12.0
15.5
27.3
0.0
8.4
80.0
984
0
0
0
0.10
645
0
0
0
0.33
50.0
606
0
0
0
0.11
50.0
292
0
0
0
0.24
288
0
0
0
0.11
7.0
24.3
33.0
25%
3.3
2.7
Lead
Yes
None
Intersection LOS: C
Synchro 7 - Report
Projected 2018 PM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
36
38
Prot
5
776
817
NA
2
234
246
Perm
249
262
Prot
1
1232
1297
NA
6
112
118
Perm
361
380
Prot
4
294
309
custom
63
66
Prot
3
65
68
custom
3
5
2
2
2
1
6
5.0
11.2
22.0
16.9%
3.7
2.5
0.0
6.2
Lead
Yes
None
8.4
0.06
0.35
88.4
0.0
88.4
F
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
54.6
0.42
0.40
16.9
0.0
16.9
B
16.0
B
26.4
25.6
471.0
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
54.6
0.42
0.34
1.6
0.0
1.6
A
5.0
11.2
22.0
16.9%
3.7
2.5
0.0
6.2
Lead
Yes
None
15.2
0.12
0.69
59.7
0.0
59.7
E
0.0
2.5
29.4
43.7
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
63.7
0.49
0.79
40.9
0.0
40.9
D
41.5
D
184.9
#234.4
207.0
150.0
723
0
0
0
0.34
85.0
411
0
0
0
0.64
10.2
22.5
55.0
204
0
0
0
0.19
2023
0
0
0
0.40
Cycle Length: 130
Natural Cycle: 105
Splits and Phases:
1643
0
0
0
0.79
6
6
4
4
4
3
3
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
63.7
0.49
0.18
8.2
0.0
8.2
A
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
24.1
0.19
0.63
53.0
0.0
53.0
D
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
24.1
0.19
0.60
9.9
0.0
9.9
A
5.0
11.4
23.0
17.7%
3.3
3.1
0.0
6.4
Lead
Yes
None
10.5
0.08
0.49
68.6
0.0
68.6
E
5.0
11.4
23.0
17.7%
3.3
3.1
0.0
6.4
Lead
Yes
None
10.5
0.08
0.37
18.1
0.0
18.1
B
6.0
19.9
44.4
60.2
0.0
24.8
16.5
30.4
0.0
13.7
100.0
655
0
0
0
0.18
721
0
0
0
0.53
550
0
0
0
0.56
30.0
214
0
0
0
0.31
251
0
0
0
0.27
Intersection LOS: C
Synchro 7 - Report
Projected 2018 PM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBT
EBR
WBL
WBT
NBL
NBR
1129
1188
NA
2
4
4
Perm
67
71
Prot
1
1569
1652
NA
6
24
25
NA
8
38
40
Perm
2
2
1
6
8
8
8
10.0
28.5
70.0
53.8%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
99.3
0.76
0.00
2.0
0.0
2.0
A
5.0
11.1
23.0
17.7%
3.7
2.4
0.0
6.1
Lead
Yes
None
8.2
0.06
0.34
45.3
0.0
45.3
D
10.0
28.5
93.0
71.5%
3.7
2.8
0.0
6.5
10.0
30.0
37.0
28.5%
3.0
4.0
0.0
7.0
10.0
30.0
37.0
28.5%
3.0
4.0
0.0
7.0
8.8
m11.6
None
10.0
0.08
0.10
56.9
0.0
56.9
E
34.8
C
3.1
7.7
132.0
None
10.0
0.08
0.26
20.9
0.0
20.9
C
0.0
m0.2
C-Max
111.2
0.86
0.58
17.8
0.0
17.8
B
18.9
B
164.1
188.7
551.0
45.0
1146
0
0
0
0.00
85.0
423
0
0
0
0.17
2868
0
0
0
0.58
750
0
0
0
0.03
2
10.0
28.5
70.0
53.8%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
99.3
0.76
0.32
3.6
0.0
3.6
A
3.6
A
16.8
24.9
207.0
3680
0
0
0
0.32
Cycle Length: 130
Natural Cycle: 80
Splits and Phases:
0.0
11.4
30.0
377
0
0
0
0.11
Intersection LOS: B
Synchro 7 - Report
Projected 2018 PM
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
346
364
Prot
5
753
793
NA
2
68
72
Perm
79
83
Prot
1
962
1013
NA
6
250
263
Perm
375
395
Prot
3
961
1012
NA
8
116
122
Perm
383
403
Prot
7
920
968
NA
4
298
314
Perm
5
2
2
2
1
6
6
6
3
8
8
8
7
4
5.0
11.8
25.0
19.2%
3.7
3.1
0.0
6.8
Lead
Yes
None
17.5
0.13
0.83
83.4
0.0
83.4
F
10.0
36.8
45.0
34.6%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
41.5
0.32
0.52
56.0
0.0
56.0
E
62.9
E
75.3
90.9
551.0
10.0
36.8
45.0
34.6%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
41.5
0.32
0.14
35.7
0.0
35.7
D
5.0
11.8
20.0
15.4%
3.7
3.1
0.0
6.8
Lead
Yes
None
11.0
0.08
0.58
73.3
0.0
73.3
E
10.0
36.8
40.0
30.8%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
35.0
0.27
0.45
7.1
0.0
7.1
A
5.0
11.8
26.0
20.0%
3.7
3.1
0.0
6.8
Lead
Yes
None
18.6
0.14
0.85
71.8
0.0
71.8
E
5.0
11.8
27.0
20.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
19.3
0.15
0.84
69.6
0.0
69.6
E
20.7
37.4
0.0
21.2
51.2
#74.0
10.0
33.8
38.0
29.2%
3.7
3.1
0.0
6.8
Lag
Yes
None
31.0
0.24
0.88
57.6
0.0
57.6
E
57.4
E
91.9
#109.6
358.3
10.0
33.8
38.0
29.2%
3.7
3.1
0.0
6.8
Lag
Yes
None
31.0
0.24
0.28
8.4
0.0
8.4
A
10.6
22.0
10.0
36.8
40.0
30.8%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
35.0
0.27
0.78
49.4
0.0
49.4
D
42.7
D
90.0
107.2
237.7
0.0
15.3
52.0
#73.0
10.0
33.8
39.0
30.0%
3.7
3.1
0.0
6.8
Lag
Yes
None
31.7
0.24
0.82
53.4
0.0
53.4
D
50.5
D
85.9
102.7
305.3
25.0
497
0
0
0
0.14
100.0
170
0
0
0
0.49
95.0
584
0
0
0
0.45
115.0
480
0
0
0
0.82
105.0
443
0
0
0
0.28
85.0
505
0
0
0
0.80
50.6
#69.6
55.0
455
0
0
0
0.80
1538
0
0
0
0.52
Cycle Length: 130
Natural Cycle: 105
Splits and Phases:
1297
0
0
0
0.78
1162
0
0
0
0.87
1193
0
0
0
0.81
4
4
10.0
33.8
39.0
30.0%
3.7
3.1
0.0
6.8
Lag
Yes
None
31.7
0.24
0.59
16.9
0.0
16.9
B
17.3
47.4
50.0
538
0
0
0
0.58
Intersection LOS: D
Synchro 7 - Report
Projected 2018 PM
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Pedestrians
Lane Width (m)
Walking Speed (m/s)
Percent Blockage
Median type
Median storage veh)
Upstream signal (m)
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
38
Stop
0%
0.95
40
102
553
Free
0%
0.95
582
31
70
0.95
33
0.95
74
413
Free
0%
0.95
435
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Average Delay
0.95
107
None
None
99
947
291
615
947
6.8
291
6.9
615
4.1
3.5
83
240
3.3
85
705
2.2
92
961
WB 1
147
40
107
462
0.32
10.3
16.4
C
16.4
C
NB 1
291
0
0
1700
0.17
0.0
0.0
NB 2
291
0
0
1700
0.17
0.0
0.0
0.0
2.4
39.1%
15
NB 3
33
0
33
1700
0.02
0.0
0.0
SB 1
74
74
0
961
0.08
1.9
9.1
A
1.3
SB 2
217
0
0
1700
0.13
0.0
0.0
SB 3
217
0
0
1700
0.13
0.0
0.0
A
Synchro 7 - Report
Projected 2013 AM Optimized
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
ø8
22
23
Prot
5
1649
1736
NA
2
140
147
Perm
32
34
Prot
1
649
683
NA
6
37
39
Perm
175
184
Prot
3!
150
158
custom
83
87
Prot
7
22
23
custom
7!
8
7
7
10.0
16.0
35.0
26.9%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.1
0.15
0.09
16.0
0.0
16.0
B
2
2
1
6
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
89.0
0.68
0.30
16.0
0.0
16.0
B
17.4
B
27.4
80.6
471.0
5
2
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
7.3
0.06
0.24
64.1
0.0
64.1
E
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
88.4
0.68
0.53
13.1
0.0
13.1
B
13.1
B
84.9
122.9
159.5
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
88.4
0.68
0.15
4.4
0.0
4.4
A
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
8.1
0.06
0.32
52.2
0.0
52.2
D
3.9
14.7
8.6
19.7
3276
0
0
0
0.53
1003
0
0
0
0.15
80.0
119
0
0
0
0.29
5.8
14.8
90.0
114
0
0
0
0.20
Cycle Length: 130
Natural Cycle: 90
Splits and Phases:
2297
0
0
0
0.30
6
6
3
3
3
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
89.0
0.68
0.04
12.2
0.0
12.2
B
10.0
16.0
68.0
52.3%
3.3
2.7
0.0
6.0
10.0
16.0
68.0
52.3%
3.3
2.7
0.0
6.0
None
20.1
0.15
0.71
66.4
0.0
66.4
E
None
20.1
0.15
0.44
10.5
0.0
10.5
B
10.0
16.0
35.0
26.9%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.1
0.15
0.34
50.8
0.0
50.8
D
0.2
9.1
45.4
65.7
0.0
17.7
20.1
33.7
0.0
7.5
80.0
1013
0
0
0
0.04
799
0
0
0
0.23
50.0
782
0
0
0
0.20
50.0
374
0
0
0
0.23
352
0
0
0
0.07
7.0
24.0
33.0
25%
3.3
2.7
Lead
Yes
None
Intersection LOS: B
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
1
1
Perm
1517
1597
NA
2
364
383
Perm
182
192
Prot
1
469
494
NA
6
22
23
Perm
177
186
Prot
4
340
358
custom
94
99
Prot
3
72
76
custom
3
2
2
1
6
6
6
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
61.4
0.47
0.43
11.3
0.0
11.3
B
5.0
11.2
24.0
18.5%
3.7
2.5
0.0
6.2
Lead
Yes
None
13.0
0.10
0.59
60.4
0.0
60.4
E
10.0
23.7
74.0
56.9%
3.7
2.0
0.0
5.7
10.0
23.7
74.0
56.9%
3.7
2.0
0.0
5.7
36.5
78.0
23.6
37.7
C-Max
80.6
0.62
0.24
9.9
0.0
9.9
A
23.4
C
37.5
46.0
207.0
150.0
896
0
0
0
0.43
85.0
445
0
0
0
0.43
2
2
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
61.4
0.47
0.00
16.0
0.0
16.0
B
0.1
m0.0
55.0
385
0
0
0
0.00
2
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
61.4
0.47
0.70
28.6
0.0
28.6
C
25.2
C
122.1
#177.1
471.0
2277
0
0
0
0.70
Cycle Length: 130
Natural Cycle: 95
Splits and Phases:
2080
0
0
0
0.24
4
4
4
3
3
C-Max
80.6
0.62
0.03
5.0
0.0
5.0
A
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
18.1
0.14
0.41
52.0
0.0
52.0
D
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
18.1
0.14
0.76
19.0
0.0
19.0
B
5.0
11.4
20.0
15.4%
3.3
3.1
0.0
6.4
Lead
Yes
None
11.8
0.09
0.65
76.5
0.0
76.5
E
5.0
11.4
20.0
15.4%
3.3
3.1
0.0
6.4
Lead
Yes
None
11.8
0.09
0.37
16.8
0.0
16.8
B
0.4
4.6
23.8
31.0
10.4
40.4
24.7
43.2
0.0
14.6
100.0
881
0
0
0
0.03
715
0
0
0
0.26
563
0
0
0
0.64
30.0
175
0
0
0
0.57
225
0
0
0
0.34
Intersection LOS: C
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBT
EBR
WBL
WBT
NBL
NBR
1858
1956
NA
2
93
98
Perm
401
422
Prot
1
667
702
NA
6
6
6
NA
8
20
21
Perm
2
2
1
6
8
8
8
10.0
28.5
74.0
56.9%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
84.5
0.65
0.10
0.7
0.0
0.7
A
5.0
11.1
25.0
19.2%
3.7
2.4
0.0
6.1
Lead
Yes
None
22.7
0.17
0.74
44.6
0.0
44.6
D
10.0
28.5
99.0
76.2%
3.7
2.8
0.0
6.5
10.0
30.0
31.0
23.8%
3.0
4.0
0.0
7.0
10.0
30.0
31.0
23.8%
3.0
4.0
0.0
7.0
53.9
68.1
None
10.0
0.08
0.02
55.8
0.0
55.8
E
31.1
C
0.7
2.9
132.0
None
10.0
0.08
0.16
24.0
0.0
24.0
C
3.5
m0.5
C-Max
115.9
0.89
0.23
1.6
0.0
1.6
A
17.8
B
10.7
11.2
551.0
45.0
960
0
0
0
0.10
85.0
574
0
0
0
0.74
2989
0
0
0
0.23
600
0
0
0
0.01
2
10.0
28.5
74.0
56.9%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
84.5
0.65
0.62
8.5
0.2
8.7
A
8.4
A
171.1
23.4
207.0
3130
436
0
0
0.73
Cycle Length: 130
Natural Cycle: 90
Splits and Phases:
0.0
8.4
30.0
294
0
0
0
0.07
Intersection LOS: B
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
553
582
Prot
5
1219
1283
NA
2
106
112
Perm
56
59
Prot
1
485
511
NA
6
144
152
Perm
127
134
Prot
3
1015
1068
NA
8
54
57
Perm
296
312
Prot
7
429
452
NA
4
454
478
Perm
5
2
2
2
1
6
6
6
3
8
8
8
7
4
5.0
11.8
33.0
25.4%
3.7
3.1
0.0
6.8
Lead
Yes
None
25.6
0.20
0.91
88.6
0.0
88.6
F
10.0
36.8
53.0
40.8%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
50.3
0.39
0.69
38.6
0.0
38.6
D
52.7
D
74.2
100.3
551.0
10.0
36.8
53.0
40.8%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
50.3
0.39
0.19
27.8
0.0
27.8
C
5.0
11.8
17.0
13.1%
3.7
3.1
0.0
6.8
Lead
Yes
None
8.9
0.07
0.51
73.7
0.0
73.7
E
10.0
36.8
37.0
28.5%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
31.1
0.24
0.33
8.1
0.0
8.1
A
5.0
11.8
16.0
12.3%
3.7
3.1
0.0
6.8
Lead
Yes
None
8.9
0.07
0.60
70.6
0.0
70.6
E
5.0
11.8
21.0
16.2%
3.7
3.1
0.0
6.8
Lead
Yes
None
14.2
0.11
0.88
82.5
0.0
82.5
F
14.7
29.1
0.0
17.0
17.4
28.1
10.0
33.8
39.0
30.0%
3.7
3.1
0.0
6.8
Lag
Yes
None
32.0
0.25
0.90
58.8
0.0
58.8
E
57.9
E
97.3
#120.7
358.3
10.0
33.8
39.0
30.0%
3.7
3.1
0.0
6.8
Lag
Yes
None
32.0
0.25
0.14
10.3
0.0
10.3
B
12.1
m29.3
10.0
36.8
37.0
28.5%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
31.1
0.24
0.44
43.8
0.0
43.8
D
38.7
D
41.4
53.1
237.7
0.0
10.7
41.2
#66.2
10.0
33.8
44.0
33.8%
3.7
3.1
0.0
6.8
Lag
Yes
None
37.3
0.29
0.33
37.3
0.0
37.3
D
39.2
D
33.5
43.5
305.3
25.0
590
0
0
0
0.19
100.0
132
0
0
0
0.45
95.0
463
0
0
0
0.33
115.0
230
0
0
0
0.58
105.0
406
0
0
0
0.14
85.0
355
0
0
0
0.88
82.2
#108.6
55.0
655
0
0
0
0.89
1864
0
0
0
0.69
Cycle Length: 130
Natural Cycle: 115
Splits and Phases:
1152
0
0
0
0.44
1193
0
0
0
0.90
1381
0
0
0
0.33
4
4
10.0
33.8
44.0
33.8%
3.7
3.1
0.0
6.8
Lag
Yes
None
37.3
0.29
0.68
12.8
0.0
12.8
B
15.5
53.8
50.0
707
0
0
0
0.68
Intersection LOS: D
Synchro 7 - Report
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Pedestrians
Lane Width (m)
Walking Speed (m/s)
Percent Blockage
Median type
Median storage veh)
Upstream signal (m)
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
31
Stop
0%
0.95
33
129
388
Free
0%
0.95
408
52
135
0.95
55
0.95
142
411
Free
0%
0.95
433
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Average Delay
0.95
136
None
None
99
909
204
463
909
6.8
204
6.9
463
4.1
3.5
86
239
3.3
83
803
2.2
87
1094
WB 1
168
33
136
551
0.31
9.8
14.4
B
14.4
B
NB 1
204
0
0
1700
0.12
0.0
0.0
NB 2
204
0
0
1700
0.12
0.0
0.0
0.0
3.0
39.4%
15
NB 3
55
0
55
1700
0.03
0.0
0.0
SB 1
142
142
0
1094
0.13
3.4
8.8
A
2.2
SB 2
216
0
0
1700
0.13
0.0
0.0
SB 3
216
0
0
1700
0.13
0.0
0.0
A
Synchro 7 - Report
Projected 2013 PM Optimized
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
ø8
41
43
Prot
5
879
925
NA
2
138
145
Perm
110
116
Prot
1
1405
1479
NA
6
98
103
Perm
201
212
Prot
3!
66
69
custom
66
69
Prot
7
30
32
custom
7!
8
7
7
5.0
11.0
23.0
17.7%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.6
0.16
0.12
14.1
0.0
14.1
B
2
2
1
6
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
83.1
0.64
0.69
19.3
0.0
19.3
B
20.9
C
165.8
189.8
471.0
5
2
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
8.7
0.07
0.38
66.9
0.0
66.9
E
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
72.1
0.55
0.35
17.3
0.0
17.3
B
17.4
B
45.6
65.8
159.5
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
72.1
0.55
0.17
3.2
0.0
3.2
A
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
17.4
0.13
0.52
57.0
0.0
57.0
E
0.0
11.0
23.8
m33.7
2671
0
0
0
0.35
865
0
0
0
0.17
80.0
224
0
0
0
0.52
10.7
22.5
90.0
124
0
0
0
0.35
Cycle Length: 130
Natural Cycle: 105
Splits and Phases:
2144
0
0
0
0.69
6
6
3
3
3
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
83.1
0.64
0.10
3.3
0.0
3.3
A
5.0
11.0
56.0
43.1%
3.3
2.7
0.0
6.0
5.0
11.0
56.0
43.1%
3.3
2.7
0.0
6.0
None
22.1
0.17
0.74
66.3
0.0
66.3
E
None
22.1
0.17
0.22
11.0
0.0
11.0
B
5.0
11.0
23.0
17.7%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.6
0.16
0.26
47.4
0.0
47.4
D
4.3
m9.3
52.2
73.7
0.0
12.0
15.5
27.3
0.0
8.4
80.0
985
0
0
0
0.10
645
0
0
0
0.33
50.0
606
0
0
0
0.11
50.0
292
0
0
0
0.24
288
0
0
0
0.11
7.0
33.0
33.0
25%
3.3
2.7
Lead
Yes
None
Intersection LOS: C
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
36
38
Prot
5
741
780
NA
2
234
246
Perm
249
262
Prot
1
1187
1249
NA
6
112
118
Perm
361
380
Prot
4
294
309
custom
63
66
Prot
3
65
68
custom
3
5
2
2
2
1
6
5.0
11.2
22.0
16.9%
3.7
2.5
0.0
6.2
Lead
Yes
None
8.4
0.06
0.35
51.1
0.0
51.1
D
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
54.6
0.42
0.39
30.5
0.0
30.5
C
28.6
C
66.3
83.6
471.0
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
54.6
0.42
0.34
18.9
0.0
18.9
B
5.0
11.2
22.0
16.9%
3.7
2.5
0.0
6.2
Lead
Yes
None
15.2
0.12
0.69
58.7
0.0
58.7
E
27.1
58.1
29.1
43.5
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
63.7
0.49
0.76
40.7
0.0
40.7
D
41.3
D
177.6
#220.6
207.0
150.0
723
0
0
0
0.34
85.0
411
0
0
0
0.64
9.4
20.4
55.0
204
0
0
0
0.19
2023
0
0
0
0.39
Cycle Length: 130
Natural Cycle: 95
Splits and Phases:
1643
0
0
0
0.76
6
6
4
4
4
3
3
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
63.7
0.49
0.18
8.4
0.0
8.4
A
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
24.1
0.19
0.63
53.0
0.0
53.0
D
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
24.1
0.19
0.60
9.9
0.0
9.9
A
5.0
11.4
23.0
17.7%
3.3
3.1
0.0
6.4
Lead
Yes
None
10.5
0.08
0.49
68.6
0.0
68.6
E
5.0
11.4
23.0
17.7%
3.3
3.1
0.0
6.4
Lead
Yes
None
10.5
0.08
0.37
18.1
0.0
18.1
B
6.2
20.4
44.4
60.2
0.0
24.8
16.5
30.4
0.0
13.7
100.0
657
0
0
0
0.18
721
0
0
0
0.53
550
0
0
0
0.56
30.0
214
0
0
0
0.31
251
0
0
0
0.27
Intersection LOS: D
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBT
EBR
WBL
WBT
NBL
NBR
1094
1152
NA
2
4
4
Perm
67
71
Prot
1
1524
1604
NA
6
24
25
NA
8
38
40
Perm
2
2
1
6
8
8
8
10.0
28.5
70.0
53.8%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
99.3
0.76
0.00
1.2
0.0
1.2
A
5.0
11.1
23.0
17.7%
3.7
2.4
0.0
6.1
Lead
Yes
None
8.2
0.06
0.34
46.6
0.0
46.6
D
10.0
28.5
93.0
71.5%
3.7
2.8
0.0
6.5
10.0
30.0
37.0
28.5%
3.0
4.0
0.0
7.0
10.0
30.0
37.0
28.5%
3.0
4.0
0.0
7.0
8.7
m12.2
None
10.0
0.08
0.10
56.9
0.0
56.9
E
34.8
C
3.1
7.7
132.0
None
10.0
0.08
0.26
20.9
0.0
20.9
C
0.0
m0.2
C-Max
111.2
0.86
0.56
16.6
0.0
16.6
B
17.8
B
156.7
176.9
551.0
45.0
1147
0
0
0
0.00
85.0
423
0
0
0
0.17
2868
0
0
0
0.56
750
0
0
0
0.03
2
10.0
28.5
70.0
53.8%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
99.3
0.76
0.31
3.5
0.0
3.5
A
3.4
A
15.3
23.0
207.0
3680
0
0
0
0.31
Cycle Length: 130
Natural Cycle: 75
Splits and Phases:
0.0
11.4
30.0
377
0
0
0
0.11
Intersection LOS: B
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
346
364
Prot
5
718
756
NA
2
68
72
Perm
79
83
Prot
1
917
965
NA
6
250
263
Perm
375
395
Prot
3
914
962
NA
8
116
122
Perm
383
403
Prot
7
875
921
NA
4
298
314
Perm
5
2
2
2
1
6
6
6
3
8
8
8
7
4
5.0
11.8
26.0
20.0%
3.7
3.1
0.0
6.8
Lead
Yes
None
18.0
0.14
0.81
83.2
0.0
83.2
F
10.0
36.8
46.0
35.4%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
42.5
0.33
0.48
52.0
0.0
52.0
D
60.5
E
71.2
86.7
551.0
10.0
36.8
46.0
35.4%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
42.5
0.33
0.14
34.5
0.0
34.5
C
5.0
11.8
20.0
15.4%
3.7
3.1
0.0
6.8
Lead
Yes
None
11.0
0.08
0.58
73.3
0.0
73.3
E
10.0
36.8
40.0
30.8%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
35.5
0.27
0.45
7.0
0.0
7.0
A
5.0
11.8
27.0
20.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
19.1
0.15
0.83
69.0
0.0
69.0
E
5.0
11.8
27.0
20.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
19.3
0.15
0.84
69.6
0.0
69.6
E
20.7
37.4
0.0
21.2
50.7
#69.0
10.0
33.8
37.0
28.5%
3.7
3.1
0.0
6.8
Lag
Yes
None
30.0
0.23
0.87
57.3
0.0
57.3
E
56.4
E
87.1
104.2
358.3
10.0
33.8
37.0
28.5%
3.7
3.1
0.0
6.8
Lag
Yes
None
30.0
0.23
0.28
8.6
0.0
8.6
A
10.5
22.1
10.0
36.8
40.0
30.8%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
35.5
0.27
0.73
47.4
0.0
47.4
D
41.0
D
84.7
101.4
237.7
0.0
15.5
52.0
#73.0
10.0
33.8
37.0
28.5%
3.7
3.1
0.0
6.8
Lag
Yes
None
30.1
0.23
0.82
54.6
0.0
54.6
D
51.3
D
82.6
99.3
305.3
25.0
510
0
0
0
0.14
100.0
170
0
0
0
0.49
95.0
589
0
0
0
0.45
115.0
505
0
0
0
0.78
105.0
433
0
0
0
0.28
85.0
505
0
0
0
0.80
50.7
67.3
55.0
480
0
0
0
0.76
1577
0
0
0
0.48
Cycle Length: 130
Natural Cycle: 105
Splits and Phases:
1317
0
0
0
0.73
1125
0
0
0
0.86
1128
0
0
0
0.82
4
4
10.0
33.8
37.0
28.5%
3.7
3.1
0.0
6.8
Lag
Yes
None
30.1
0.23
0.61
18.0
0.0
18.0
B
17.9
48.8
50.0
520
0
0
0
0.60
Intersection LOS: D
Synchro 7 - Report
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Pedestrians
Lane Width (m)
Walking Speed (m/s)
Percent Blockage
Median type
Median storage veh)
Upstream signal (m)
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
38
Stop
0%
0.95
40
102
553
Free
0%
0.95
582
31
70
0.95
33
0.95
74
413
Free
0%
0.95
435
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Average Delay
0.95
107
None
None
99
947
291
615
947
6.8
291
6.9
615
4.1
3.5
83
240
3.3
85
705
2.2
92
961
WB 1
147
40
107
462
0.32
10.3
16.4
C
16.4
C
NB 1
291
0
0
1700
0.17
0.0
0.0
NB 2
291
0
0
1700
0.17
0.0
0.0
0.0
2.4
39.1%
15
NB 3
33
0
33
1700
0.02
0.0
0.0
SB 1
74
74
0
961
0.08
1.9
9.1
A
1.3
SB 2
217
0
0
1700
0.13
0.0
0.0
SB 3
217
0
0
1700
0.13
0.0
0.0
A
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
ø8
22
23
Prot
5
1710
1800
NA
2
140
147
Perm
32
34
Prot
1
674
709
NA
6
37
39
Perm
175
184
Prot
3!
150
158
custom
83
87
Prot
7
22
23
custom
7!
8
7
7
10.0
16.0
35.0
26.9%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.1
0.15
0.09
16.0
0.0
16.0
B
2
2
1
6
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
89.0
0.68
0.31
16.2
0.0
16.2
B
17.6
B
29.1
84.9
471.0
5
2
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
7.3
0.06
0.24
64.1
0.0
64.1
E
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
88.4
0.68
0.55
13.5
0.0
13.5
B
13.4
B
90.1
129.7
159.5
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
88.4
0.68
0.15
4.6
0.0
4.6
A
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
8.1
0.06
0.32
52.5
0.0
52.5
D
4.3
15.2
8.6
19.5
3276
0
0
0
0.55
1002
0
0
0
0.15
80.0
119
0
0
0
0.29
5.8
14.8
90.0
114
0
0
0
0.20
Cycle Length: 130
Natural Cycle: 90
Splits and Phases:
2297
0
0
0
0.31
6
6
3
3
3
10.0
28.0
47.0
36.2%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
89.0
0.68
0.04
12.2
0.0
12.2
B
10.0
16.0
68.0
52.3%
3.3
2.7
0.0
6.0
10.0
16.0
68.0
52.3%
3.3
2.7
0.0
6.0
None
20.1
0.15
0.71
66.4
0.0
66.4
E
None
20.1
0.15
0.44
10.5
0.0
10.5
B
10.0
16.0
35.0
26.9%
3.3
2.7
0.0
6.0
Lag
Yes
None
20.1
0.15
0.34
50.8
0.0
50.8
D
0.2
9.2
45.4
65.7
0.0
17.7
20.1
33.7
0.0
7.5
80.0
1013
0
0
0
0.04
799
0
0
0
0.23
50.0
782
0
0
0
0.20
50.0
374
0
0
0
0.23
352
0
0
0
0.07
7.0
24.0
33.0
25%
3.3
2.7
Lead
Yes
None
Intersection LOS: B
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
1
1
Perm
1578
1661
NA
2
364
383
Perm
182
192
Prot
1
494
520
NA
6
22
23
Perm
177
186
Prot
4
340
358
custom
94
99
Prot
3
72
76
custom
3
2
2
1
6
6
6
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
61.4
0.47
0.43
11.1
0.0
11.1
B
5.0
11.2
24.0
18.5%
3.7
2.5
0.0
6.2
Lead
Yes
None
13.0
0.10
0.59
60.3
0.0
60.3
E
10.0
23.7
74.0
56.9%
3.7
2.0
0.0
5.7
10.0
23.7
74.0
56.9%
3.7
2.0
0.0
5.7
36.7
78.0
22.9
37.8
C-Max
80.6
0.62
0.25
9.5
0.0
9.5
A
22.6
C
39.6
46.7
207.0
150.0
896
0
0
0
0.43
85.0
445
0
0
0
0.43
2
2
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
61.4
0.47
0.00
15.0
0.0
15.0
B
0.1
m0.0
55.0
376
0
0
0
0.00
2
10.0
23.7
50.0
38.5%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
61.4
0.47
0.73
29.2
0.0
29.2
C
25.8
C
129.7
#189.7
471.0
2277
0
0
0
0.73
Cycle Length: 130
Natural Cycle: 105
Splits and Phases:
2080
0
0
0
0.25
4
4
4
3
3
C-Max
80.6
0.62
0.03
5.0
0.0
5.0
A
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
18.1
0.14
0.41
52.0
0.0
52.0
D
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
18.1
0.14
0.76
19.1
0.0
19.1
B
5.0
11.4
20.0
15.4%
3.3
3.1
0.0
6.4
Lead
Yes
None
11.8
0.09
0.65
76.5
0.1
76.6
E
5.0
11.4
20.0
15.4%
3.3
3.1
0.0
6.4
Lead
Yes
None
11.8
0.09
0.37
16.8
0.0
16.8
B
0.4
4.4
23.8
31.0
10.7
40.7
24.7
43.2
0.0
14.6
100.0
881
0
0
0
0.03
715
0
0
0
0.26
563
0
0
0
0.64
30.0
175
0
1
0
0.57
225
0
0
0
0.34
Intersection LOS: C
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBT
EBR
WBL
WBT
NBL
NBR
1919
2020
NA
2
93
98
Perm
401
422
Prot
1
692
728
NA
6
6
6
NA
8
20
21
Perm
2
2
1
6
8
8
8
10.0
28.5
74.0
56.9%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
84.5
0.65
0.10
0.6
0.0
0.6
A
5.0
11.1
25.0
19.2%
3.7
2.4
0.0
6.1
Lead
Yes
None
22.7
0.17
0.74
44.7
0.0
44.7
D
10.0
28.5
99.0
76.2%
3.7
2.8
0.0
6.5
10.0
30.0
31.0
23.8%
3.0
4.0
0.0
7.0
10.0
30.0
31.0
23.8%
3.0
4.0
0.0
7.0
53.3
68.4
None
10.0
0.08
0.02
55.8
0.0
55.8
E
31.1
C
0.7
2.9
132.0
None
10.0
0.08
0.16
24.0
0.0
24.0
C
3.4
m0.4
C-Max
115.9
0.89
0.24
1.7
0.0
1.7
A
17.5
B
10.7
13.7
551.0
45.0
959
0
0
0
0.10
85.0
574
0
0
0
0.74
2989
0
0
0
0.24
600
0
0
0
0.01
2
10.0
28.5
74.0
56.9%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
84.5
0.65
0.65
8.8
0.3
9.1
A
8.7
A
178.0
203.1
207.0
3130
436
0
0
0.75
Cycle Length: 130
Natural Cycle: 90
Splits and Phases:
0.0
8.4
30.0
294
0
0
0
0.07
Intersection LOS: B
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
553
582
Prot
5
1280
1347
NA
2
106
112
Perm
56
59
Prot
1
510
537
NA
6
144
152
Perm
127
134
Prot
3
1067
1123
NA
8
54
57
Perm
296
312
Prot
7
451
475
NA
4
454
478
Perm
5
2
2
2
1
6
6
6
3
8
8
8
7
4
5.0
11.8
31.0
23.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
24.4
0.19
0.96
94.8
0.0
94.8
F
10.0
36.8
54.0
41.5%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
50.4
0.39
0.72
39.0
0.0
39.0
D
54.3
D
79.7
106.2
551.0
10.0
36.8
54.0
41.5%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
50.4
0.39
0.19
28.1
0.0
28.1
C
5.0
11.8
14.0
10.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
7.0
0.05
0.65
91.6
0.0
91.6
F
10.0
36.8
37.0
28.5%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
30.5
0.23
0.33
8.2
0.0
8.2
A
5.0
11.8
16.0
12.3%
3.7
3.1
0.0
6.8
Lead
Yes
None
8.9
0.07
0.60
70.6
0.0
70.6
E
5.0
11.8
21.0
16.2%
3.7
3.1
0.0
6.8
Lead
Yes
None
14.2
0.11
0.88
82.5
0.0
82.5
F
15.1
#35.4
0.0
17.0
17.4
28.1
10.0
33.8
41.0
31.5%
3.7
3.1
0.0
6.8
Lag
Yes
None
33.8
0.26
0.90
56.7
0.0
56.7
E
56.1
E
101.7
#120.6
358.3
10.0
33.8
41.0
31.5%
3.7
3.1
0.0
6.8
Lag
Yes
None
33.8
0.26
0.13
9.9
0.0
9.9
A
12.8
m28.9
10.0
36.8
37.0
28.5%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
30.5
0.23
0.48
44.6
0.0
44.6
D
40.9
D
43.8
55.8
237.7
0.0
10.4
41.2
#66.2
10.0
33.8
46.0
35.4%
3.7
3.1
0.0
6.8
Lag
Yes
None
39.1
0.30
0.33
36.0
0.0
36.0
D
39.3
D
34.5
44.7
305.3
25.0
590
0
0
0
0.19
100.0
93
0
0
0
0.63
95.0
457
0
0
0
0.33
115.0
230
0
0
0
0.58
105.0
427
0
0
0
0.13
85.0
355
0
0
0
0.88
82.3
#115.7
55.0
609
0
0
0
0.96
1868
0
0
0
0.72
Cycle Length: 130
Natural Cycle: 115
Splits and Phases:
1129
0
0
0
0.48
1268
0
0
0
0.89
1453
0
0
0
0.33
4
4
10.0
33.8
46.0
35.4%
3.7
3.1
0.0
6.8
Lag
Yes
None
39.1
0.30
0.68
14.5
0.0
14.5
B
21.8
61.5
50.0
704
0
0
0
0.68
Intersection LOS: D
Synchro 7 - Report
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Pedestrians
Lane Width (m)
Walking Speed (m/s)
Percent Blockage
Median type
Median storage veh)
Upstream signal (m)
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
31
Stop
0%
0.95
33
129
388
Free
0%
0.95
408
52
135
0.95
55
0.95
142
411
Free
0%
0.95
433
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Average Delay
0.95
136
None
None
99
909
204
463
909
6.8
204
6.9
463
4.1
3.5
86
239
3.3
83
803
2.2
87
1094
WB 1
168
33
136
551
0.31
9.8
14.4
B
14.4
B
NB 1
204
0
0
1700
0.12
0.0
0.0
NB 2
204
0
0
1700
0.12
0.0
0.0
0.0
3.0
39.4%
15
NB 3
55
0
55
1700
0.03
0.0
0.0
SB 1
142
142
0
1094
0.13
3.4
8.8
A
2.2
SB 2
216
0
0
1700
0.13
0.0
0.0
SB 3
216
0
0
1700
0.13
0.0
0.0
A
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
ø8
41
43
Prot
5
914
962
NA
2
138
145
Perm
110
116
Prot
1
1450
1526
NA
6
98
103
Perm
201
212
Prot
3!
66
69
custom
66
69
Prot
7
30
32
custom
7!
8
7
7
10.0
16.0
23.0
17.7%
3.3
2.7
0.0
6.0
Lag
Yes
None
21.3
0.16
0.12
14.0
0.0
14.0
B
2
2
1
6
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
83.1
0.64
0.71
26.1
0.0
26.1
C
27.4
C
152.1
196.6
471.0
5
2
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
8.7
0.07
0.38
66.9
0.0
66.9
E
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
72.1
0.55
0.36
17.5
0.0
17.5
B
17.6
B
47.9
68.8
159.5
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
72.1
0.55
0.17
3.2
0.0
3.2
A
5.0
11.4
15.0
11.5%
3.7
2.7
0.0
6.4
Lead
Yes
None
17.4
0.13
0.52
57.7
0.0
57.7
E
0.0
11.0
31.8
m42.9
2671
0
0
0
0.36
865
0
0
0
0.17
80.0
224
0
0
0
0.52
10.7
22.5
90.0
124
0
0
0
0.35
Cycle Length: 130
Natural Cycle: 100
Splits and Phases:
2144
0
0
0
0.71
6
6
3
3
3
10.0
28.0
59.0
45.4%
3.7
2.3
0.0
6.0
Lag
Yes
C-Max
83.1
0.64
0.10
12.2
0.0
12.2
B
10.0
16.0
56.0
43.1%
3.3
2.7
0.0
6.0
10.0
16.0
56.0
43.1%
3.3
2.7
0.0
6.0
None
22.1
0.17
0.74
66.3
0.0
66.3
E
None
22.1
0.17
0.22
11.0
0.0
11.0
B
10.0
16.0
23.0
17.7%
3.3
2.7
0.0
6.0
Lag
Yes
None
21.3
0.16
0.25
47.0
0.0
47.0
D
7.6
m16.1
52.2
73.7
0.0
12.0
15.5
27.3
0.0
8.4
80.0
984
0
0
0
0.10
645
0
0
0
0.33
50.0
606
0
0
0
0.11
50.0
292
0
0
0
0.24
288
0
0
0
0.11
7.0
24.3
33.0
25%
3.3
2.7
Lead
Yes
None
Intersection LOS: C
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBR
SBL
SBR
36
38
Prot
5
776
817
NA
2
234
246
Perm
249
262
Prot
1
1232
1297
NA
6
112
118
Perm
361
380
Prot
4
294
309
custom
63
66
Prot
3
65
68
custom
3
5
2
2
2
1
6
5.0
11.2
22.0
16.9%
3.7
2.5
0.0
6.2
Lead
Yes
None
8.4
0.06
0.35
88.4
0.0
88.4
F
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
54.6
0.42
0.40
16.9
0.0
16.9
B
16.0
B
26.4
25.6
471.0
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
54.6
0.42
0.34
1.6
0.0
1.6
A
5.0
11.2
22.0
16.9%
3.7
2.5
0.0
6.2
Lead
Yes
None
15.2
0.12
0.69
59.7
0.0
59.7
E
0.0
2.5
29.4
43.7
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
63.7
0.49
0.79
40.9
0.0
40.9
D
41.5
D
184.9
#234.4
207.0
150.0
723
0
0
0
0.34
85.0
411
0
0
0
0.64
10.2
22.5
55.0
204
0
0
0
0.19
2023
0
0
0
0.40
Cycle Length: 130
Natural Cycle: 105
Splits and Phases:
1643
0
0
0
0.79
6
6
4
4
4
3
3
10.0
23.7
49.0
37.7%
3.7
2.0
0.0
5.7
Lag
Yes
C-Max
63.7
0.49
0.18
8.2
0.0
8.2
A
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
24.1
0.19
0.63
53.0
0.0
53.0
D
5.0
36.4
36.0
27.7%
3.0
4.4
0.0
7.4
Lag
Yes
None
24.1
0.19
0.60
9.9
0.0
9.9
A
5.0
11.4
23.0
17.7%
3.3
3.1
0.0
6.4
Lead
Yes
None
10.5
0.08
0.49
68.6
0.0
68.6
E
5.0
11.4
23.0
17.7%
3.3
3.1
0.0
6.4
Lead
Yes
None
10.5
0.08
0.37
18.1
0.0
18.1
B
6.0
19.9
44.4
60.2
0.0
24.8
16.5
30.4
0.0
13.7
100.0
655
0
0
0
0.18
721
0
0
0
0.53
550
0
0
0
0.56
30.0
214
0
0
0
0.31
251
0
0
0
0.27
Intersection LOS: C
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBT
EBR
WBL
WBT
NBL
NBR
1129
1188
NA
2
4
4
Perm
67
71
Prot
1
1569
1652
NA
6
24
25
NA
8
38
40
Perm
2
2
1
6
8
8
8
10.0
28.5
70.0
53.8%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
99.3
0.76
0.00
2.0
0.0
2.0
A
5.0
11.1
23.0
17.7%
3.7
2.4
0.0
6.1
Lead
Yes
None
8.2
0.06
0.34
45.3
0.0
45.3
D
10.0
28.5
93.0
71.5%
3.7
2.8
0.0
6.5
10.0
30.0
37.0
28.5%
3.0
4.0
0.0
7.0
10.0
30.0
37.0
28.5%
3.0
4.0
0.0
7.0
8.8
m11.6
None
10.0
0.08
0.10
56.9
0.0
56.9
E
34.8
C
3.1
7.7
132.0
None
10.0
0.08
0.26
20.9
0.0
20.9
C
0.0
m0.2
C-Max
111.2
0.86
0.58
17.8
0.0
17.8
B
18.9
B
164.1
188.7
551.0
45.0
1146
0
0
0
0.00
85.0
423
0
0
0
0.17
2868
0
0
0
0.58
750
0
0
0
0.03
2
10.0
28.5
70.0
53.8%
3.7
2.8
0.0
6.5
Lag
Yes
C-Max
99.3
0.76
0.32
3.6
0.0
3.6
A
3.6
A
16.8
24.9
207.0
3680
0
0
0
0.32
Cycle Length: 130
Natural Cycle: 80
Splits and Phases:
0.0
11.4
30.0
377
0
0
0
0.11
Intersection LOS: B
Synchro 7 - Report
Lane Group
Lane Configurations
Volume (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Turn Bay Length (m)
Base Capacity (vph)
Storage Cap Reductn
Reduced v/c Ratio
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
346
364
Prot
5
753
793
NA
2
68
72
Perm
79
83
Prot
1
962
1013
NA
6
250
263
Perm
375
395
Prot
3
961
1012
NA
8
116
122
Perm
383
403
Prot
7
920
968
NA
4
298
314
Perm
5
2
2
2
1
6
6
6
3
8
8
8
7
4
5.0
11.8
25.0
19.2%
3.7
3.1
0.0
6.8
Lead
Yes
None
17.5
0.13
0.83
83.4
0.0
83.4
F
10.0
36.8
45.0
34.6%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
41.5
0.32
0.52
56.0
0.0
56.0
E
62.9
E
75.3
90.9
551.0
10.0
36.8
45.0
34.6%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
41.5
0.32
0.14
35.7
0.0
35.7
D
5.0
11.8
20.0
15.4%
3.7
3.1
0.0
6.8
Lead
Yes
None
11.0
0.08
0.58
73.3
0.0
73.3
E
10.0
36.8
40.0
30.8%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
35.0
0.27
0.45
7.1
0.0
7.1
A
5.0
11.8
26.0
20.0%
3.7
3.1
0.0
6.8
Lead
Yes
None
18.6
0.14
0.85
71.8
0.0
71.8
E
5.0
11.8
27.0
20.8%
3.7
3.1
0.0
6.8
Lead
Yes
None
19.3
0.15
0.84
69.6
0.0
69.6
E
20.7
37.4
0.0
21.2
51.2
#74.0
10.0
33.8
38.0
29.2%
3.7
3.1
0.0
6.8
Lag
Yes
None
31.0
0.24
0.88
57.6
0.0
57.6
E
57.4
E
91.9
#109.6
358.3
10.0
33.8
38.0
29.2%
3.7
3.1
0.0
6.8
Lag
Yes
None
31.0
0.24
0.28
8.4
0.0
8.4
A
10.6
22.0
10.0
36.8
40.0
30.8%
3.7
3.1
0.0
6.8
Lag
Yes
C-Max
35.0
0.27
0.78
49.4
0.0
49.4
D
42.7
D
90.0
107.2
237.7
0.0
15.3
52.0
#73.0
10.0
33.8
39.0
30.0%
3.7
3.1
0.0
6.8
Lag
Yes
None
31.7
0.24
0.82
53.4
0.0
53.4
D
50.5
D
85.9
102.7
305.3
25.0
497
0
0
0
0.14
100.0
170
0
0
0
0.49
95.0
584
0
0
0
0.45
115.0
480
0
0
0
0.82
105.0
443
0
0
0
0.28
85.0
505
0
0
0
0.80
50.6
#69.6
55.0
455
0
0
0
0.80
1538
0
0
0
0.52
Cycle Length: 130
Natural Cycle: 105
Splits and Phases:
1297
0
0
0
0.78
1162
0
0
0
0.87
1193
0
0
0
0.81
4
4
10.0
33.8
39.0
30.0%
3.7
3.1
0.0
6.8
Lag
Yes
None
31.7
0.24
0.59
16.9
0.0
16.9
B
17.3
47.4
50.0
538
0
0
0
0.58
Intersection LOS: D
Synchro 7 - Report
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Pedestrians
Lane Width (m)
Walking Speed (m/s)
Percent Blockage
Median type
Median storage veh)
Upstream signal (m)
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
38
Stop
0%
0.95
40
102
553
Free
0%
0.95
582
31
70
0.95
33
0.95
74
413
Free
0%
0.95
435
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Average Delay
0.95
107
None
None
99
947
291
615
947
6.8
291
6.9
615
4.1
3.5
83
240
3.3
85
705
2.2
92
961
WB 1
147
40
107
462
0.32
10.3
16.4
C
16.4
C
NB 1
291
0
0
1700
0.17
0.0
0.0
NB 2
291
0
0
1700
0.17
0.0
0.0
0.0
2.4
39.1%
15
NB 3
33
0
33
1700
0.02
0.0
0.0
SB 1
74
74
0
961
0.08
1.9
9.1
A
1.3
SB 2
217
0
0
1700
0.13
0.0
0.0
SB 3
217
0
0
1700
0.13
0.0
0.0
A
Synchro 7 - Report

19 Centrepointe Drive Residential Development Transportation

Transcription

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