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 TIS / TB/ CTS
File # ______
Date ______30 September 2011
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).
Existing Conditions
✔ Existing roads and ramps in the study area, including jurisdiction, classification, number of lanes, and posted speed limit;
✔ 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 ✔ 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:
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
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 Transportation Impact Study September 2011
Table of Contents 1. Introduction ...... 1 2. Existing Conditions ...... 3 2.1 Study Area ...... 3 2.2 Area Road Network ...... 3 2.3 Pedestrian/Cycling Network ...... 3 2.4 Transit Network ...... 4 2.5 Existing Study Area Intersections ...... 5 2.6 Existing Traffic Operations ...... 6 2.7 Existing Road Safety Conditions ...... 7 3. Demand Forecasting ...... 8 3.1 Planned Study Area Transportation Network Changes ...... 8 3.2 Other Area Development ...... 8 3.3 Background Traffic Growth ...... 9 3.4 Site Trip Generation ...... 11 3.5 Traffic Distribution and Assignment ...... 12 4. Impact Analysis ...... 14 4.1 Projected 2013 Conditions at Full Site Development ...... 14 4.2 Projected 2018 Conditions at Five Years beyond Site Build-Out ...... 15 4.3 Mitigative Signal Timing and Roadway Modifications ...... 16 4.4 Impacts to Transit ...... 16 4.5 Neighbourhood Impacts ...... 17 5. Transportation Demand Management ...... 17 6. Site Plan Review ...... 17 7. Findings and Recommendations ...... 17
List of Appendices
Appendix A: Traffic Counts Appendix B: Existing Traffic Conditions Appendix C: Collision Data Appendix D: Traffic Growth Appendix E: Projected Traffic Conditions
19 Centrepointe Drive Residential Development Transportation Impact Study September 2011
List of Figures Figure 1: Local Context ...... 1 Figure 2: Proposed Site Plan (Conceptual Only) ...... 2 Figure 3: Area Transit Network ...... 4 Figure 4: Projected 2013 Background Traffic Volumes ...... 10 Figure 5: Projected 2018 Background Traffic Volumes ...... 10 Figure 6: Site-Generated Vehicular Traffic ...... 13 Figure 7: Site-Generated Pass-by Vehicular Traffic ...... 13 Figure 8: Total Projected 2013 Peak Hour Traffic Volumes ...... 14 Figure 9: Total Projected 2018 Peak Hour Traffic Volumes ...... 15
List of Tables Table 1: Existing Performance at Study Area Intersections ...... 7 Table 2: Baseline/Highgate Historical Background Growth ...... 9 Table 3: ITE Trip Generation Rates ...... 11 Table 4: Modified Person Trip Generation...... 11 Table 5: Residential Modal Site Trip Generation ...... 12 Table 6: Retail Modal Site Trip Generation ...... 12 Table 7: Total Site Vehicle Trip Generation ...... 12 Table 8: Projected 2013 Performance at Study Area Intersections ...... 14 Table 9: Projected 2018 Performance at Study Area Intersections ...... 16
19 Centrepointe Drive Residential Development Transportation Impact Study September 2011
1. 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 19 Centrepointe Drive Residential Development Transportation Impact Study September 2011
Figure 2: Proposed Site Plan (Conceptual Only)
2 19 Centrepointe Drive Residential Development Transportation Impact Study 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 City- wide” 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 19 Centrepointe Drive Residential Development Transportation Impact Study September 2011
2.4 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 on the corner of the Constellation/Constellation Ext. intersection, approximately 200 meters east of the site. Bus stops for Routes #118 are located approximately 100 meters from the site on Baseline Road and a bus stop for Route #178 is provided approximately 150 meters south of the site on Hemmingwood Way.
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 19 Centrepointe Drive Residential Development Transportation Impact Study September 2011
2.5 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 right- turns are not permitted.
Baseline/Highgate The Baseline/Highgate 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, westbound right- turns 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 left- turn lanes and a single right-turn lane.
5 19 Centrepointe Drive Residential Development Transportation Impact Study September 2011
Baseline/Woodroffe The Baseline/Woodroffe intersection is a signalized four-legged intersection. The westbound approach consists of single left and right-turn lanes with two through lanes. The eastbound approach consists of 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 U- turns.
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 19 Centrepointe Drive Residential Development Transportation Impact Study September 2011
Table 1: Existing Performance at Study Area Intersections Weekday AM Peak (PM Peak) Critical Movement Intersection as a Whole Intersection 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)
Baseline/Constellation 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)
Centrepointe/Constellation 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 19 Centrepointe Drive Residential Development Transportation Impact Study September 2011
3. DEMAND FORECASTING
3.1 Planned Study Area Transportation Network Changes Notable transportation network changes within the area identified in the City’s Transportation Master Plan (TMP) include;
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 19 Centrepointe Drive Residential Development Transportation Impact Study 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 Time Percent Annual Change Period North Leg South Leg East Leg West Leg Overall 8 hrs 3.68% -1.92% 1.90% 0.04% 0.59% AM Peak 7.91% -5.39% -1.89% 0.29% -1.29% PM Peak 6.35% -0.65% 0.39% -0.12% 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 19 Centrepointe Drive Residential Development Transportation Impact Study 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 19 Centrepointe Drive Residential Development Transportation Impact Study September 2011
3.4 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 Data Trip Rates Land Use Source AM Peak PM Peak High‐Rise ITE T = 0.34(du); T = 0.38(du); Condominium 232 T = 0.29(du)+29.86 T = 0.34(du)+15.47 Specialty ITE T = 1.36(X); T = 2.71(X); Retail 814 T(0.5) = 2.40(X)+21.48 T = 2.40(X)+21.48 Notes: T = Average Vehicle Trip Ends X = 1000 ft2 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 Data AM Peak (persons) PM Peak (persons) Land Use Area Source In Out Total In Out Total High-Rise ITE 575 31 137 168 107 66 173 Condominium 232 Units ITE Specialty Retail 7,860 ft² 11 15 26 22 30 52 814
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 19 Centrepointe Drive Residential Development Transportation Impact Study September 2011
Table 5: Residential Modal Site Trip Generation
Mode AM Peak (persons/h) PM Peak (persons/h) Travel 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 Non-motorized 5% 3 14 17 11 6 17 Total Person Trips 100% 31 137 168 107 66 173 Total ‘New’ Auto Trips 19 83 102 65 40 105
Table 6: Retail Modal Site Trip Generation
Mode AM Peak (persons/h) PM Peak (persons/h) Travel 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 Non-motorized 5% 1 2 3 2 3 5 Total Person Trips 100% 11 15 26 22 30 52 Less 30% Pass-By -3 -3 -6 -6 -6 -12 Total ‘New’ Auto Trips 4 6 10 7 12 20
Table 7: Total Site Vehicle Trip Generation AM Peak (veh/h) PM Peak (veh/h) Land Use In Out Total In Out Total High-Rise Condominium 19 83 102 65 40 105 Specialty Retail 7 9 16 14 18 32 Specialty Retail Pass-by -3 -3 -6 -6 -6 -12 Total ‘New’ Auto Trips 23 89 112 73 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% to/from the north via Baseline Road to Woodroffe Avenue; 20% to/from the south via Centrepointe Drive to Tallwood Drive; 35% to/from the east via Baseline Road; and 30% to/from the west via Baseline Road. 100%
12 19 Centrepointe Drive Residential Development Transportation Impact Study 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 19 Centrepointe Drive Residential Development Transportation Impact Study 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 Weekday AM Peak (PM Peak) Critical Movement Intersection as a Whole Intersection max. v/c LoS or avg. Movement Delay (s) LoS 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)
Baseline/Constellation 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)
Centrepointe/Constellation B(C) 14.4(16.4) WBL(WBL) 3.0(2.4) - - Note: Analysis of signalized intersections assumes a PHF of 0.95 and a saturation flow rate of 1800 veh/h/lane.
14 19 Centrepointe Drive Residential Development Transportation Impact Study 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 19 Centrepointe Drive Residential Development Transportation Impact Study September 2011
Table 9: Projected 2018 Performance at Study Area Intersections Weekday AM Peak (PM Peak) Critical Movement Intersection as a Whole Intersection max. v/c LoS or avg. Movement Delay (s) LoS v/c delay (s)
Baseline/Cobden C(C) 0.71(0.74) NBL(NBL) 18.1(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)
Baseline/Constellation 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)
Centrepointe/Constellation B(C) 14.4(16.4) WBL(WBL) 3.0(2.4) - - 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 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 19 Centrepointe Drive Residential Development Transportation Impact Study September 2011
4.5 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 proposed development, the following transportation-related conclusions are offered:
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 19 Centrepointe Drive Residential Development Transportation Impact Study 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. B. Paul Croft, MCIP, RPP Analyst, Transportation Division Senior Transportation Planner
18
Appendix A: Traffic Counts
Appendix B: Existing Traffic Conditions
Existing AM 1: Centrepointe/Cobden & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR ø8 Lane Configurations Volume (vph) 22 1619 140 32 614 37 175 150 83 22 Lane Group Flow (vph) 23 1704 147 34 646 39 184 158 87 23 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 3! 7 7! 8 Permitted Phases 2 6 3 Detector Phase 5 2 2 1 6 6 3 3 7 7 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 7.0 Minimum Split (s) 11.4 28.0 28.0 11.4 28.0 28.0 16.0 16.0 16.0 16.0 24.0 Total Split (s) 15.0 47.0 47.0 15.0 47.0 47.0 68.0 68.0 35.0 35.0 33.0 Total Split (%) 11.5% 36.2% 36.2% 11.5% 36.2% 36.2% 52.3% 52.3% 26.9% 26.9% 25% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.3 2.3 2.7 2.3 2.3 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.0 6.0 6.4 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None Act Effct Green (s) 7.3 88.4 88.4 8.1 89.0 89.0 20.1 20.1 20.1 20.1 Actuated g/C Ratio 0.06 0.68 0.68 0.06 0.68 0.68 0.15 0.15 0.15 0.15 v/c Ratio 0.24 0.52 0.15 0.32 0.28 0.04 0.71 0.44 0.34 0.09 Control Delay 64.1 13.0 4.2 52.8 16.0 12.0 66.4 10.5 50.8 16.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.1 13.0 4.2 52.8 16.0 12.0 66.4 10.5 50.8 16.0 LOS E B A D B B E B D B Approach Delay 12.9 17.5 Approach LOS B B Queue Length 50th (m) 5.8 82.6 3.7 8.9 28.7 0.3 45.4 0.0 20.1 0.0 Queue Length 95th (m) 14.8 119.5 14.4 19.6 79.2 9.1 65.7 17.7 33.7 7.5 Internal Link Dist (m) 159.5 471.0 Turn Bay Length (m) 90.0 80.0 80.0 50.0 50.0 Base Capacity (vph) 114 3276 1004 119 2297 1013 799 782 374 352 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.52 0.15 0.29 0.28 0.04 0.23 0.20 0.23 0.07 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 LOS: B Intersection Capacity Utilization 62.9% ICU Level of Service B Analysis Period (min) 15 ! Phase conflict between lane groups.
Splits and Phases: 1: Centrepointe/Cobden & Baseline
Synchro 7 - Report Existing AM 2: Centrepointe/Highgate & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR Lane Configurations Volume (vph) 1 1495 356 175 461 22 150 294 94 72 Lane Group Flow (vph) 1 1574 375 184 485 23 158 309 99 76 Turn Type Perm NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 2 1 6 4 3 3 Permitted Phases 2 2 6 4 Detector Phase 2 2 2 1 6 6 4 4 3 3 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.7 23.7 23.7 11.2 23.7 23.7 36.4 36.4 11.4 11.4 Total Split (s) 50.0 50.0 50.0 24.0 74.0 74.0 36.0 36.0 20.0 20.0 Total Split (%) 38.5% 38.5% 38.5% 18.5% 56.9% 56.9% 27.7% 27.7% 15.4% 15.4% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.0 3.0 3.3 3.3 All-Red Time (s) 2.0 2.0 2.0 2.5 2.0 2.0 4.4 4.4 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.7 6.2 5.7 5.7 7.4 7.4 6.4 6.4 Lead/Lag Lag Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None C-Max C-Max None None None None Act Effct Green (s) 62.3 62.3 62.3 12.7 81.2 81.2 17.5 17.5 11.8 11.8 Actuated g/C Ratio 0.48 0.48 0.48 0.10 0.62 0.62 0.13 0.13 0.09 0.09 v/c Ratio 0.00 0.68 0.42 0.58 0.23 0.03 0.36 0.67 0.65 0.37 Control Delay 17.0 27.6 11.1 65.2 8.0 3.5 51.3 12.2 76.5 16.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.0 27.6 11.1 65.2 8.0 3.5 51.3 12.2 76.5 16.8 LOS B C B E A A D B E B Approach Delay 24.4 23.0 Approach LOS C C Queue Length 50th (m) 0.1 117.0 35.3 19.7 18.0 0.1 20.3 0.0 24.7 0.0 Queue Length 95th (m) m0.0 #167.1 75.8 36.7 35.0 3.1 26.9 24.5 43.2 14.6 Internal Link Dist (m) 471.0 207.0 Turn Bay Length (m) 55.0 150.0 85.0 100.0 30.0 Base Capacity (vph) 394 2310 900 445 2094 887 715 559 175 225 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.00 0.68 0.42 0.41 0.23 0.03 0.22 0.55 0.57 0.34 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 113 (87%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 25.7 Intersection LOS: C Intersection Capacity Utilization 74.8% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 2: Centrepointe/Highgate & Baseline
Synchro 7 - Report Existing AM 3: Constellation & Baseline
Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Volume (vph) 1790 93 395 652 6 20 Lane Group Flow (vph) 1884 98 416 686 6 21 Turn Type NA Perm Prot NA NA Perm Protected Phases 2 1 6 8 Permitted Phases 2 8 Detector Phase 2 2 1 6 8 8 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 Minimum Split (s) 28.5 28.5 11.1 28.5 30.0 30.0 Total Split (s) 74.0 74.0 25.0 99.0 31.0 31.0 Total Split (%) 56.9% 56.9% 19.2% 76.2% 23.8% 23.8% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 All-Red Time (s) 2.8 2.8 2.4 2.8 4.0 4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.5 6.5 6.1 6.5 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None Act Effct Green (s) 84.8 84.8 22.4 115.9 10.0 10.0 Actuated g/C Ratio 0.65 0.65 0.17 0.89 0.08 0.08 v/c Ratio 0.60 0.10 0.74 0.23 0.02 0.16 Control Delay 7.3 0.6 45.1 2.9 55.8 24.0 Queue Delay 0.2 0.0 0.0 0.0 0.0 0.0 Total Delay 7.5 0.6 45.1 2.9 55.8 24.0 LOS A A D A E C Approach Delay 7.1 18.8 31.1 Approach LOS A B C Queue Length 50th (m) 160.4 4.1 53.6 12.8 0.7 0.0 Queue Length 95th (m) 18.6 m0.3 68.9 33.0 2.9 8.4 Internal Link Dist (m) 207.0 551.0 132.0 Turn Bay Length (m) 45.0 85.0 30.0 Base Capacity (vph) 3144 965 567 2989 600 294 Starvation Cap Reductn 445 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.70 0.10 0.73 0.23 0.01 0.07 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 129 (99%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 11.5 Intersection LOS: B Intersection Capacity Utilization 73.1% ICU Level of Service D Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: Constellation & Baseline
Synchro 7 - Report Existing AM 4: Woodroffe & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 539 1165 106 56 468 144 127 995 54 296 421 450 Lane Group Flow (vph) 567 1226 112 59 493 152 134 1047 57 312 443 474 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 11.8 36.8 36.8 11.8 36.8 36.8 11.8 33.8 33.8 11.8 33.8 33.8 Total Split (s) 32.0 56.0 56.0 14.0 38.0 38.0 18.0 42.0 42.0 18.0 42.0 42.0 Total Split (%) 24.6% 43.1% 43.1% 10.8% 29.2% 29.2% 13.8% 32.3% 32.3% 13.8% 32.3% 32.3% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 24.9 53.0 53.0 7.3 32.8 32.8 10.0 33.9 33.9 11.2 35.1 35.1 Actuated g/C Ratio 0.19 0.41 0.41 0.06 0.25 0.25 0.08 0.26 0.26 0.09 0.27 0.27 v/c Ratio 0.91 0.90 0.18 0.63 0.58 0.32 0.53 0.83 0.13 1.11 0.34 0.70 Control Delay 91.0 44.0 27.5 88.5 46.4 7.8 65.6 52.0 9.7 141.2 39.0 14.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 91.0 44.0 27.5 88.5 46.4 7.8 65.6 52.0 9.7 141.2 39.0 14.5 LOS F D C F D A E D A F D B Approach Delay 57.0 41.6 51.5 55.5 Approach LOS E D D E Queue Length 50th (m) 80.1 94.2 9.3 15.1 59.6 0.0 17.2 91.8 0.0 ~47.1 33.3 17.5 Queue Length 95th (m) #107.6 #200.8 29.7 #35.4 78.0 16.8 27.7 109.0 10.3 #76.4 43.7 58.0 Internal Link Dist (m) 551.0 237.7 358.3 305.3 Turn Bay Length (m) 55.0 25.0 100.0 95.0 115.0 105.0 85.0 50.0 Base Capacity (vph) 636 1368 613 96 845 480 280 1305 438 280 1313 683 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.89 0.90 0.18 0.61 0.58 0.32 0.48 0.80 0.13 1.11 0.34 0.69 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 16 (12%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 53.2 Intersection LOS: D Intersection Capacity Utilization 93.6% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 4: Woodroffe & Baseline
Synchro 7 - Report Existing AM 5: Centrepointe & Constellation
Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 13 55 389 47 120 411 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 14 58 409 49 126 433 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 99 pX, platoon unblocked vC, conflicting volume 878 205 459 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 878 205 459 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 95 93 88 cM capacity (veh/h) 254 802 1098 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 72 205 205 49 126 216 216 Volume Left 14 0 0 0 126 0 0 Volume Right 58 0 0 49 0 0 0 cSH 568 1700 1700 1700 1098 1700 1700 Volume to Capacity 0.13 0.12 0.12 0.03 0.12 0.13 0.13 Queue Length 95th (m) 3.3 0.0 0.0 0.0 3.0 0.0 0.0 Control Delay (s) 12.3 0.0 0.0 0.0 8.7 0.0 0.0 Lane LOS B A Approach Delay (s) 12.3 0.0 2.0 Approach LOS B Intersection Summary Average Delay 1.8 Intersection Capacity Utilization 32.7% ICU Level of Service A Analysis Period (min) 15
Synchro 7 - Report Existing PM 1: Centrepointe/Cobden & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR ø8 Lane Configurations Volume (vph) 41 843 138 110 1371 98 201 66 66 30 Lane Group Flow (vph) 43 887 145 116 1443 103 212 69 69 32 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 3! 7 7! 8 Permitted Phases 2 6 3 Detector Phase 5 2 2 1 6 6 3 3 7 7 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 7.0 Minimum Split (s) 11.4 28.0 28.0 11.4 28.0 28.0 16.0 16.0 16.0 16.0 24.0 Total Split (s) 15.0 59.0 59.0 15.0 59.0 59.0 56.0 56.0 23.0 23.0 33.0 Total Split (%) 11.5% 45.4% 45.4% 11.5% 45.4% 45.4% 43.1% 43.1% 17.7% 17.7% 25% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.7 2.3 2.3 2.7 2.3 2.3 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.0 6.0 6.4 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None Act Effct Green (s) 8.7 72.1 72.1 17.4 83.1 83.1 22.1 22.1 21.3 21.3 Actuated g/C Ratio 0.07 0.55 0.55 0.13 0.64 0.64 0.17 0.17 0.16 0.16 v/c Ratio 0.38 0.33 0.17 0.52 0.67 0.10 0.74 0.22 0.25 0.12 Control Delay 66.9 17.2 3.2 56.7 19.1 3.4 66.3 11.0 47.0 14.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.9 17.2 3.2 56.7 19.1 3.4 66.3 11.0 47.0 14.0 LOS E B A E B A E B D B Approach Delay 17.3 20.7 Approach LOS B C Queue Length 50th (m) 10.7 43.3 0.0 23.5 163.0 4.5 52.2 0.0 15.5 0.0 Queue Length 95th (m) 22.5 62.9 11.0 m34.1 184.7 m9.4 73.7 12.0 27.3 8.4 Internal Link Dist (m) 159.5 471.0 Turn Bay Length (m) 90.0 80.0 80.0 50.0 50.0 Base Capacity (vph) 124 2671 865 224 2144 985 645 606 292 288 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.33 0.17 0.52 0.67 0.10 0.33 0.11 0.24 0.11 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 81 (62%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 22.9 Intersection LOS: C Intersection Capacity Utilization 74.1% ICU Level of Service D Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. ! Phase conflict between lane groups.
Splits and Phases: 1: Centrepointe/Cobden & Baseline
Synchro 7 - Report Existing PM 2: Centrepointe/Highgate & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR Lane Configurations Volume (vph) 36 729 210 229 1171 112 343 266 63 65 Lane Group Flow (vph) 38 767 221 241 1233 118 361 280 66 68 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 4 3 3 Permitted Phases 2 6 4 Detector Phase 5 2 2 1 6 6 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.2 23.7 23.7 11.2 23.7 23.7 36.4 36.4 11.4 11.4 Total Split (s) 22.0 49.0 49.0 22.0 49.0 49.0 36.0 36.0 23.0 23.0 Total Split (%) 16.9% 37.7% 37.7% 16.9% 37.7% 37.7% 27.7% 27.7% 17.7% 17.7% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.0 3.0 3.3 3.3 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.0 4.4 4.4 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.2 5.7 5.7 6.2 5.7 5.7 7.4 7.4 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None Act Effct Green (s) 8.4 55.4 55.4 14.6 64.0 64.0 23.8 23.8 10.5 10.5 Actuated g/C Ratio 0.06 0.43 0.43 0.11 0.49 0.49 0.18 0.18 0.08 0.08 v/c Ratio 0.35 0.37 0.31 0.66 0.75 0.18 0.61 0.58 0.49 0.37 Control Delay 51.4 29.7 18.3 58.1 40.0 8.7 52.4 9.8 68.6 18.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.4 29.7 18.3 58.1 40.0 8.7 52.4 9.8 68.6 18.1 LOS D C B E D A D A E B Approach Delay 28.1 40.4 Approach LOS C D Queue Length 50th (m) 9.7 64.2 23.7 26.7 174.7 6.4 42.0 0.0 16.5 0.0 Queue Length 95th (m) 21.0 81.6 52.0 39.5 #215.5 21.2 57.2 23.6 30.4 13.7 Internal Link Dist (m) 471.0 207.0 Turn Bay Length (m) 55.0 150.0 85.0 100.0 30.0 Base Capacity (vph) 204 2055 716 407 1650 660 721 528 214 251 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.37 0.31 0.59 0.75 0.18 0.50 0.53 0.31 0.27 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 17 (13%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 35.5 Intersection LOS: D Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 2: Centrepointe/Highgate & Baseline
Synchro 7 - Report Existing PM 3: Constellation & Baseline
Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Volume (vph) 1054 4 49 1488 24 38 Lane Group Flow (vph) 1109 4 52 1566 25 40 Turn Type NA Perm Prot NA NA Perm Protected Phases 2 1 6 8 Permitted Phases 2 8 Detector Phase 2 2 1 6 8 8 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 Minimum Split (s) 28.5 28.5 11.1 28.5 30.0 30.0 Total Split (s) 70.0 70.0 23.0 93.0 37.0 37.0 Total Split (%) 53.8% 53.8% 17.7% 71.5% 28.5% 28.5% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 All-Red Time (s) 2.8 2.8 2.4 2.8 4.0 4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.5 6.5 6.1 6.5 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None Act Effct Green (s) 99.9 99.9 7.5 111.2 10.0 10.0 Actuated g/C Ratio 0.77 0.77 0.06 0.86 0.08 0.08 v/c Ratio 0.30 0.00 0.28 0.55 0.10 0.26 Control Delay 3.2 1.2 53.3 12.5 56.9 20.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.2 1.2 53.3 12.5 56.9 20.9 LOS A A D B E C Approach Delay 3.2 13.8 34.8 Approach LOS A B C Queue Length 50th (m) 14.3 0.0 7.1 149.7 3.1 0.0 Queue Length 95th (m) 20.9 m0.2 m7.7 m155.8 7.7 11.4 Internal Link Dist (m) 207.0 551.0 132.0 Turn Bay Length (m) 45.0 85.0 30.0 Base Capacity (vph) 3704 1154 423 2868 750 377 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.30 0.00 0.12 0.55 0.03 0.11 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 8 (6%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 10.1 Intersection LOS: B Intersection Capacity Utilization 63.0% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: Constellation & Baseline
Synchro 7 - Report Existing PM 4: Woodroffe & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 338 686 68 79 873 250 375 896 116 383 858 288 Lane Group Flow (vph) 356 722 72 83 919 263 395 943 122 403 903 303 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 11.8 36.8 36.8 11.8 36.8 36.8 11.8 33.8 33.8 11.8 33.8 33.8 Total Split (s) 25.0 47.0 47.0 25.0 47.0 47.0 19.0 35.0 35.0 23.0 39.0 39.0 Total Split (%) 19.2% 36.2% 36.2% 19.2% 36.2% 36.2% 14.6% 26.9% 26.9% 17.7% 30.0% 30.0% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 17.4 46.8 46.8 11.8 41.2 41.2 12.2 28.0 28.0 16.2 32.0 32.0 Actuated g/C Ratio 0.13 0.36 0.36 0.09 0.32 0.32 0.09 0.22 0.22 0.12 0.25 0.25 v/c Ratio 0.82 0.60 0.13 0.55 0.87 0.42 1.30 0.91 0.30 1.00 0.76 0.55 Control Delay 84.3 51.7 37.3 69.1 51.8 7.9 200.6 62.8 9.1 100.1 50.3 12.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 84.3 51.7 37.3 69.1 51.8 7.9 200.6 62.8 9.1 100.1 50.3 12.2 LOS F D D E D A F E A F D B Approach Delay 60.9 43.8 95.6 55.6 Approach LOS E D F E Queue Length 50th (m) 48.3 90.3 9.9 20.7 118.0 4.3 ~66.4 86.8 0.0 53.9 78.8 9.6 Queue Length 95th (m) #67.2 121.3 27.6 36.3 #152.5 25.3 #98.0 #110.2 15.8 #86.8 94.9 36.9 Internal Link Dist (m) 551.0 237.7 358.3 305.3 Turn Bay Length (m) 55.0 25.0 100.0 95.0 115.0 105.0 85.0 50.0 Base Capacity (vph) 455 1207 549 235 1062 624 305 1045 411 405 1193 557 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.78 0.60 0.13 0.35 0.87 0.42 1.30 0.90 0.30 1.00 0.76 0.54 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 21 (16%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.30 Intersection Signal Delay: 64.6 Intersection LOS: E Intersection Capacity Utilization 89.7% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 4: Woodroffe & Baseline
Synchro 7 - Report Existing PM 5: Centrepointe & Constellation
Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 28 54 555 14 26 413 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 29 57 584 15 27 435 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 99 pX, platoon unblocked vC, conflicting volume 856 292 599 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 856 292 599 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 90 92 97 cM capacity (veh/h) 288 704 974 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 86 292 292 15 27 217 217 Volume Left 29 0 0 0 27 0 0 Volume Right 57 0 0 15 0 0 0 cSH 472 1700 1700 1700 974 1700 1700 Volume to Capacity 0.18 0.17 0.17 0.01 0.03 0.13 0.13 Queue Length 95th (m) 5.0 0.0 0.0 0.0 0.7 0.0 0.0 Control Delay (s) 14.3 0.0 0.0 0.0 8.8 0.0 0.0 Lane LOS B A Approach Delay (s) 14.3 0.0 0.5 Approach LOS B Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 34.6% ICU Level of Service A Analysis Period (min) 15
Synchro 7 - Report
Appendix C: Collision Data
Collision Main Detail Summary OnTRAC Reporting System FROM: 2008-01-01 TO: 2011-01-01 BASELINE RD, BARBARA ANN PRIV to CENTREPOINTE DR Former Municipality: Ottawa Traffic Control: No control Number of Collisions: 2 IMPACT TYPE SURFACE VEHICLE No. DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT PED 1 2009-12-17 Thu 08:11 Clear Daylight Rear end P.D. only V1 E Dry Slowing or Passenger van Other motor vehicle 0 V2 E Dry Slowing or Pick-up truck Other motor vehicle 2 2010-09-23 Thu 18:23 Rain Dusk Rear end P.D. only V1 W Wet Going ahead Automobile, station Other motor vehicle 0 V2 W Wet Going ahead Automobile, station Other motor vehicle BASELINE RD, BARBARA ANN PRIV to CENTREPOINTE DR Former Municipality: Ottawa Traffic Control: No control Number of Collisions: 3 IMPACT TYPE SURFACE VEHICLE No. DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT PED 3 2008-04-10 Thu 15:36 Clear Daylight Rear end Non-fatal V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Changing lanes Automobile, station Other motor vehicle 4 2008-12-09 Tue 21:11 Snow Dark Sideswipe P.D. only V1 E Loose snow Going ahead Automobile, station Other motor vehicle 0 V2 E Loose snow Going ahead Ambulance Other motor vehicle 5 2009-04-28 Tue 16:43 Clear Daylight Rear end P.D. only V1 W Dry Slowing or Automobile, station Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle V3 W Dry Stopped Automobile, station Other motor vehicle BASELINE RD & CENTREPOINTE DR E Former Municipality: Ottawa Traffic Control: Traffic signal Number of Collisions: 33 IMPACT TYPE SURFACE VEHICLE No. DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT PED 6 2008-01-22 Tue 09:00 Snow Daylight Sideswipe P.D. only V1 W Packed snow Turning left Unknown Other motor vehicle 0 V2 W Packed snow Turning left Automobile, station Other motor vehicle 7 2008-02-28 Thu 14:54 Clear Daylight Rear end P.D. only V1 E Dry Going ahead Automobile, station Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle 8 2008-03-10 Mo 09:44 Clear Daylight Rear end Non-fatal V1 N Ice Slowing or Automobile, station Other motor vehicle 0 V2 N Ice Stopped Automobile, station Other motor vehicle 9 2008-03-11 Tue 00:47 Clear Dark Single vehicle P.D. only V1 W Wet Changing lanes Automobile, station Skidding/Sliding 0 10 2008-07-14 Mo 17:10 Clear Daylight Rear end Non-fatal V1 E Dry Slowing or Automobile, station Other motor vehicle 0 V2 E Dry Stopped Passenger van Other motor vehicle 11 2008-08-08 Frid 17:42 Clear Daylight Turning Non-fatal V1 E Dry Going ahead Bicycle Other motor vehicle 0 V2 E Dry Turning right Automobile, station Cyclist 12 2008-10-28 Tue 10:00 Rain Daylight Single vehicle P.D. only V1 E Wet Turning right Delivery van Pole (sign, parking 0
13 2008-11-11 Tue 12:15 Clear Daylight Rear end P.D. only V1 E Dry Unknown Automobile, station Other motor vehicle 0 V2 E Dry Stopped Passenger van Other motor vehicle 14 2009-01-03 Sat 10:00 Drifting Daylight Rear end P.D. only V1 E Ice Turning right Automobile, station Other motor vehicle 0 V2 E Ice Turning right Passenger van Other motor vehicle 15 2009-01-10 Sat 12:30 Clear Daylight Rear end P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 W Dry Turning left Pick-up truck Other motor vehicle V3 W Dry Turning left Pick-up truck Other motor vehicle
(Note: Time of Day = "00:00" represents unknown collision time August 22, 2011 Page 1 of 10 Collision Main Detail Summary OnTRAC Reporting System FROM: 2008-01-01 TO: 2011-01-01 16 2009-01-11 Sun 10:23 Clear Daylight Angle P.D. only V1 E Wet Going ahead Automobile, station Other motor vehicle 0 V2 N Wet Turning left Automobile, station Other motor vehicle 17 2009-01-16 Frid 22:30 Clear Dark Single vehicle P.D. only V1 E Ice Turning right Automobile, station Pole (utility, tower) 0 COMMENTS: EXACT LOCATION UNKNOWN. 18 2009-02-15 Sun 12:05 Clear Daylight Rear end P.D. only V1 E Dry Slowing or Automobile, station Other motor vehicle 0 V2 E Dry Stopped Passenger van Other motor vehicle 19 2009-02-19 Thu 14:20 Snow Daylight Rear end P.D. only V1 S Wet Slowing or Pick-up truck Skidding/Sliding 0 V2 S Wet Stopped Automobile, station Other motor vehicle COMMENTS: EXACT LOCATION UNKNOWN 20 2009-03-24 Tue 12:00 Clear Daylight Turning P.D. only V1 N Dry Turning left Automobile, station Other motor vehicle 0 V2 S Dry Turning right Automobile, station Other motor vehicle 21 2009-04-23 Thu 17:50 Clear Daylight Rear end P.D. only V1 W Dry Slowing or Automobile, station Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle V3 W Dry Stopped Automobile, station Other motor vehicle 22 2009-06-23 Tue 08:00 Clear Daylight Rear end P.D. only V1 W Dry Turning right Automobile, station Other motor vehicle 0 V2 W Dry Turning right Automobile, station Other motor vehicle 23 2009-07-27 Mo 13:48 Clear Daylight Rear end Non-fatal V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Slowing or Automobile, station Other motor vehicle V3 W Dry Slowing or Automobile, station Other motor vehicle 24 2009-07-27 Mo 12:55 Clear Daylight Rear end Non-fatal V1 E Wet Going ahead Automobile, station Other motor vehicle 0 V2 E Wet Going ahead Automobile, station Other motor vehicle 25 2009-10-28 We 12:23 Rain Daylight Sideswipe P.D. only V1 W Wet Changing lanes Pick-up truck Other motor vehicle 0 V2 W Wet Going ahead Automobile, station Other motor vehicle 26 2009-10-29 Thu 07:15 Clear Dawn Rear end P.D. only V1 E Wet Slowing or Automobile, station Other motor vehicle 0 V2 E Wet Stopped Automobile, station Other motor vehicle V3 E Wet Stopped Automobile, station Other motor vehicle COMMENTS: EXACT LOCATION UNKNOWN. 27 2009-11-10 Tue 15:58 Clear Daylight Angle Non-fatal V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 S Dry Turning left Automobile, station Other motor vehicle 28 2009-11-26 Thu 08:45 Clear Daylight Rear end P.D. only V1 E Wet Slowing or Passenger van Other motor vehicle 0 V2 E Wet Stopped Pick-up truck Other motor vehicle 29 2009-12-29 Tue 19:45 Clear Dark Rear end P.D. only V1 E Ice Going ahead Automobile, station Other motor vehicle 0 V2 E Ice Stopped Automobile, station Other motor vehicle 30 2010-01-15 Frid 17:50 Clear Dark Rear end P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle 31 2010-02-27 Sat 09:10 Rain Daylight Single vehicle P.D. only V1 W Wet Turning left Automobile, station Pole (utility, tower) 0 32 2010-04-17 Sat 17:11 Rain Daylight Rear end Non-fatal V1 W Wet Slowing or Automobile, station Skidding/Sliding 0 V2 W Wet Stopped Automobile, station Other motor vehicle 33 2010-06-06 Sun 13:55 Clear Daylight Rear end P.D. only V1 W Wet Slowing or Pick-up truck Skidding/Sliding 0 V2 W Wet Stopped Automobile, station Other motor vehicle 34 2010-06-06 Sun 13:35 Clear Daylight Rear end P.D. only V1 W Wet Slowing or Automobile, station Other motor vehicle 0 V2 W Wet Stopped Pick-up truck Other motor vehicle 35 2010-06-24 Thu 12:45 Rain Daylight Rear end P.D. only V1 W Wet Slowing or Automobile, station Other motor vehicle 0 V2 W Wet Stopped Pick-up truck Other motor vehicle
(Note: Time of Day = "00:00" represents unknown collision time August 22, 2011 Page 2 of 10 Collision Main Detail Summary OnTRAC Reporting System FROM: 2008-01-01 TO: 2011-01-01 36 2010-09-03 Frid 17:40 Rain Daylight Rear end P.D. only V1 W Wet Going ahead Automobile, station Other motor vehicle 0 V2 W Wet Turning right Automobile, station Other motor vehicle 37 2010-10-18 Mo 20:24 Clear Dark Rear end P.D. only V1 W Dry Going ahead Pick-up truck Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle COMMENTS: EXACT LOCATION UNKNOWN. 38 2010-12-29 We 00:18 Freezing Dark Single vehicle P.D. only V1 E Ice Turning right Automobile, station Skidding/Sliding 0
BASELINE RD, CENTREPOINTE DR E to CONSTELLATION CRES RAMP Former Municipality: Ottawa Traffic Control: No control Number of Collisions: 4 IMPACT TYPE SURFACE VEHICLE No. DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT PED 39 2009-02-28 Sat 02:33 Snow Dark Single vehicle P.D. only V1 W Ice Going ahead Automobile, station Ran off road 0 40 2009-06-03 We 10:30 Clear Daylight Rear end Non-fatal V1 E Dry Going ahead Passenger van Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle V3 E Dry Going ahead Automobile, station Other motor vehicle 41 2009-10-23 Frid 18:55 Rain Dark Rear end P.D. only V2 E Wet Merging Automobile, station Other motor vehicle 0 V1 E Wet Merging Automobile, station Other motor vehicle 42 2010-12-24 Frid 13:33 Clear Daylight Rear end P.D. only V1 E Dry Slowing or Automobile, station Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle
(Note: Time of Day = "00:00" represents unknown collision time August 22, 2011 Page 3 of 10 Collision Main Detail Summary OnTRAC Reporting System FROM: 2008-01-01 TO: 2011-01-01 BASELINE RD & CENTREPOINTE DR W Former Municipality: Ottawa Traffic Control: Traffic signal Number of Collisions: 22 IMPACT TYPE SURFACE VEHICLE No. DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT PED 43 2008-03-04 Tue 12:14 Clear Daylight Rear end P.D. only V1 W Wet Turning left Automobile, station Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle 44 2008-06-03 Tue 09:44 Rain Daylight Rear end Non-fatal V1 E Wet Slowing or Automobile, station Skidding/Sliding 0 V2 E Wet Stopped Automobile, station Other motor vehicle 45 2008-08-29 Frid 12:26 Rain Daylight Single vehicle P.D. only V1 W Wet Turning right Automobile, station Ran off road 0
46 2008-09-12 Frid 15:15 Rain Daylight Rear end P.D. only V1 W Wet Going ahead Automobile, station Skidding/Sliding 0 V2 W Wet Slowing or Passenger van Other motor vehicle 47 2008-09-15 Mo 07:48 Rain Daylight Rear end P.D. only V1 W Wet Going ahead Pick-up truck Other motor vehicle 0 V2 W Wet Stopped Automobile, station Other motor vehicle V3 W Wet Stopped Automobile, station Other motor vehicle 48 2008-11-18 Tue 14:30 Rain Daylight Approaching Non-fatal V1 W Wet Going ahead Automobile, station Other motor vehicle 0 V2 E Wet Going ahead Passenger van Skidding/Sliding 49 2009-01-28 We 14:15 Snow Daylight Rear end P.D. only V1 E Packed snow Turning left Passenger van Skidding/Sliding 0 V2 E Ice Turning left Automobile, station Other motor vehicle 50 2009-05-14 Thu 11:13 Rain Daylight Rear end P.D. only V1 E Wet Going ahead Automobile, station Other motor vehicle 0 V2 E Wet Stopped Truck and trailer Other motor vehicle 51 2009-09-05 Sat 19:40 Clear Dark Angle P.D. only V1 S Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Police vehicle Other motor vehicle 52 2009-09-18 Frid 17:10 Clear Daylight Rear end P.D. only V1 W Dry Slowing or Automobile, station Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle 53 2009-11-05 Thu 18:15 Snow Dark Rear end P.D. only V1 E Wet Changing lanes Automobile, station Other motor vehicle 0 V2 E Wet Stopped Automobile, station Other motor vehicle 54 2009-12-21 Mo 09:00 Clear Daylight Rear end Non-fatal V1 E Dry Turning right Automobile, station Other motor vehicle 0 V2 E Dry Turning right Automobile, station Other motor vehicle COMMENTS: EXACT LOCATION UNKNOWN. 55 2009-12-22 Tue 09:50 Clear Daylight Angle P.D. only V1 N Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 56 2010-03-19 Frid 19:29 Clear Dark Angle P.D. only V1 N Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Passenger van Other motor vehicle 57 2010-03-23 Tue 19:48 Rain Dark Turning Non-fatal V1 N Wet Going ahead Pick-up truck Other motor vehicle 0 V2 S Wet Turning left Pick-up truck Other motor vehicle 58 2010-05-31 Mo 08:20 Clear Daylight Rear end P.D. only V1 E Dry Slowing or Automobile, station Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle COMMENTS: EXACT LOCATION UNKNOWN. 59 2010-07-14 We 12:35 Clear Daylight Angle P.D. only V1 N Dry Turning right Automobile, station Other motor vehicle 0 V2 E Dry Changing lanes Municipal transit bus Other motor vehicle 60 2010-09-08 We 14:08 Clear Daylight Single vehicle P.D. only V1 E Dry Going ahead Pick-up truck Ran off road 0 61 2010-10-29 Frid 08:07 Rain Daylight Rear end Non-fatal V1 E Wet Slowing or Automobile, station Other motor vehicle 0 V2 E Wet Stopped Automobile, station Other motor vehicle V3 E Wet Stopped Automobile, station Other motor vehicle V4 E Wet Stopped Passenger van Other motor vehicle 62 2010-11-08 Mo 08:15 Clear Daylight Rear end Non-fatal V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Slowing or Automobile, station Other motor vehicle V3 W Dry Stopped Automobile, station Other motor vehicle
(Note: Time of Day = "00:00" represents unknown collision time August 22, 2011 Page 4 of 10 Collision Main Detail Summary OnTRAC Reporting System FROM: 2008-01-01 TO: 2011-01-01 63 2010-11-21 Sun 23:35 Freezing Dark Single vehicle P.D. only V1 E Ice Turning right Automobile, station Curb 0
64 2010-11-30 Tue 11:30 Clear Daylight Rear end P.D. only V1 W Dry Slowing or Automobile, station Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle BASELINE RD & CONSTELLATION CRES Former Municipality: Ottawa Traffic Control: No control Number of Collisions: 10 IMPACT TYPE SURFACE VEHICLE No. DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT PED 65 2009-08-10 Mo 18:29 Clear Daylight Angle Non-fatal V1 N Dry Turning right Automobile, station Cyclist 0 V2 E Dry Going ahead Bicycle Other motor vehicle 66 2009-11-18 We 15:15 Clear Daylight Sideswipe P.D. only V1 W Dry Changing lanes Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Passenger van Other motor vehicle 67 2009-12-01 Tue 17:15 Clear Dark Rear end Non-fatal V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 W Dry Turning left Pick-up truck Other motor vehicle 68 2010-01-21 Thu 16:55 Clear Dusk Rear end P.D. only V1 W Dry Slowing or Automobile, station Other motor vehicle 0 V2 W Dry Slowing or Automobile, station Other motor vehicle 69 2010-03-16 Tue 17:55 Clear Daylight Rear end P.D. only V1 E Dry Going ahead Automobile, station Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle 70 2010-03-29 Mo 22:22 Clear Dark Rear end P.D. only V1 W Dry Slowing or Automobile, station Other motor vehicle 0 V2 W Dry Stopped Pick-up truck Other motor vehicle 71 2010-04-14 We 16:45 Clear Daylight Sideswipe Non-fatal V1 E Dry Changing lanes Passenger van Other motor vehicle 0 V2 E Dry Going ahead Motorcycle Other motor vehicle 72 2010-08-25 We 15:59 Clear Daylight Rear end Non-fatal V1 E Dry Going ahead Pick-up truck Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle V3 E Dry Stopped Automobile, station Other motor vehicle 73 2010-10-06 We 19:18 Rain Dark Turning Non-fatal V1 E Wet Going ahead Automobile, station Other motor vehicle 0 V2 W Wet Turning left Municipal transit bus Other motor vehicle 74 2010-11-12 Frid 14:40 Clear Daylight Angle P.D. only V1 E Dry Going ahead Passenger van Other motor vehicle 0 V2 N Dry Turning left Automobile, station Other motor vehicle
(Note: Time of Day = "00:00" represents unknown collision time August 22, 2011 Page 5 of 10 Collision Main Detail Summary OnTRAC Reporting System FROM: 2008-01-01 TO: 2011-01-01 BASELINE RD, CONSTELLATION CRES RAMP to WOODROFFE AVE Former Municipality: Ottawa Traffic Control: No control Number of Collisions: 6 IMPACT TYPE SURFACE VEHICLE No. DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT PED 75 2008-05-18 Sun 23:20 Rain Dark Single vehicle Non-fatal V1 W Wet Making U-Turn Motorcycle Other Events 0 76 2008-06-26 Thu 16:02 Clear Daylight Sideswipe Non-fatal V1 E Dry Going ahead Automobile, station Other motor vehicle 0 V2 E Dry Changing lanes Automobile, station Other motor vehicle V3 E Dry Going ahead Automobile, station Other motor vehicle 77 2008-07-18 Frid 13:40 Rain Daylight Rear end Non-fatal V1 W Wet Slowing or Automobile, station Skidding/Sliding 0 V2 W Wet Stopped Automobile, station Other motor vehicle 78 2008-09-03 We 13:02 Clear Daylight Rear end P.D. only V1 W Dry Slowing or Automobile, station Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle V3 W Dry Stopped Passenger van Other motor vehicle 79 2008-09-30 Tue 08:00 Clear Daylight Sideswipe P.D. only V1 E Dry Changing lanes Automobile, station Other motor vehicle 0 V2 E Dry Changing lanes Automobile, station Other motor vehicle V3 E Dry Slowing or Automobile, station Other motor vehicle 80 2010-11-02 Tue 08:30 Clear Daylight Rear end P.D. only V1 E Dry Slowing or Automobile, station Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle BASELINE RD & WOODROFFE AVE Former Municipality: Ottawa Traffic Control: Traffic signal Number of Collisions: 107 IMPACT TYPE SURFACE VEHICLE No. DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT PED 81 2008-01-14 Mo 20:33 Snow Dark Single vehicle Non-fatal V1 E Wet Going ahead Automobile, station Curb 0
82 2008-01-15 Tue 10:00 Clear Daylight Rear end P.D. only V1 W Dry Slowing or Pick-up truck Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle 83 2008-01-23 We 11:55 Clear Daylight Rear end P.D. only V1 S Dry Turning left Automobile, station Other motor vehicle 0 V2 S Dry Turning left Pick-up truck Other motor vehicle 84 2008-01-27 Sun 15:44 Clear Daylight Turning P.D. only V1 N Dry Turning left Automobile, station Other motor vehicle 0 V2 N Dry Turning left Automobile, station Other motor vehicle 85 2008-01-30 We 11:45 Clear Daylight Rear end P.D. only V1 N Dry Turning right Automobile, station Other motor vehicle 0 V2 N Dry Stopped Pick-up truck Other motor vehicle 86 2008-02-06 We 12:50 Snow Daylight Rear end P.D. only V1 S Wet Slowing or Automobile, station Other motor vehicle 0 V2 S Wet Stopped Automobile, station Other motor vehicle 87 2008-02-28 Thu 09:00 Clear Daylight Rear end Non-fatal V1 S Dry Going ahead Delivery van Other motor vehicle 0 V2 S Dry Stopped Automobile, station Other motor vehicle 88 2008-03-04 Tue 13:49 Clear Daylight Rear end Non-fatal V1 N Wet Turning right Truck - closed Other motor vehicle 0 V2 N Wet Slowing or Automobile, station Other motor vehicle 89 2008-03-05 We 17:15 Clear Daylight Rear end P.D. only V1 W Wet Turning right Automobile, station Other motor vehicle 0 V2 W Wet Stopped Automobile, station Other motor vehicle 90 2008-04-14 Mo 15:46 Clear Daylight Rear end P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 W Dry Turning left Passenger van Other motor vehicle 91 2008-05-18 Sun 23:09 Rain Dark Angle P.D. only V1 W Wet Slowing or Motorcycle Other motor vehicle 0 V2 S Wet Stopped Automobile, station Other motor vehicle V3 S Wet Stopped Pick-up truck Other motor vehicle
(Note: Time of Day = "00:00" represents unknown collision time August 22, 2011 Page 6 of 10 Collision Main Detail Summary OnTRAC Reporting System FROM: 2008-01-01 TO: 2011-01-01 92 2008-05-20 Tue 16:30 Clear Daylight Sideswipe P.D. only V1 S Dry Turning left Passenger van Other motor vehicle 0 V2 S Dry Turning left Automobile, station Other motor vehicle 93 2008-05-31 Sat 10:56 Rain Daylight Angle Non-fatal V1 W Wet Going ahead Automobile, station Other motor vehicle 0 V2 S Wet Turning left Automobile, station Other motor vehicle 94 2008-06-02 Mo 11:42 Clear Daylight Rear end P.D. only V1 S Dry Turning right Automobile, station Other motor vehicle 0 V2 S Dry Turning right Automobile, station Other motor vehicle 95 2008-06-19 Thu 17:00 Clear Daylight Sideswipe P.D. only V1 E Wet Changing lanes Automobile, station Other motor vehicle 0 V2 E Wet Turning left Automobile, station Other motor vehicle 96 2008-06-28 Sat 12:50 Clear Daylight Sideswipe P.D. only V1 N Wet Changing lanes Automobile, station Other motor vehicle 0 V2 N Wet Stopped Automobile, station Other motor vehicle 97 2008-06-30 Mo 15:41 Rain Daylight Turning Non-fatal V1 W Wet Going ahead Automobile, station Other motor vehicle 0 V2 W Wet Turning right Automobile, station Other motor vehicle 98 2008-07-03 Thu 08:39 Rain Daylight Rear end P.D. only V1 E Wet Slowing or Automobile, station Other motor vehicle 0 V2 E Wet Changing lanes Automobile, station Other motor vehicle 99 2008-07-08 Tue 18:00 Rain Daylight Rear end P.D. only V1 W Wet Slowing or Passenger van Other motor vehicle 0 V2 W Wet Stopped Automobile, station Other motor vehicle 100 2008-08-18 Mo 16:15 Rain Daylight Rear end P.D. only V1 E Wet Slowing or Automobile, station Skidding/Sliding 0 V2 E Wet Stopped Pick-up truck Other motor vehicle 101 2008-08-27 We 03:21 Clear Dark Rear end P.D. only V1 S Dry Going ahead Automobile, station Other motor vehicle 0 V2 S Dry Stopped Truck - closed Other motor vehicle 102 2008-09-03 We 12:03 Clear Daylight Single vehicle P.D. only V1 S Dry Going ahead Automobile, station Curb 0
103 2008-09-23 Tue 10:30 Clear Daylight Rear end P.D. only V1 W Dry Turning right Automobile, station Other motor vehicle 0 V2 W Dry Turning right Automobile, station Other motor vehicle 104 2008-09-28 Sun 23:09 Clear Dark Rear end P.D. only V1 S Dry Turning right Automobile, station Other motor vehicle 0 V2 S Dry Turning right Automobile, station Other motor vehicle 105 2008-10-07 Tue 19:00 Clear Dark Rear end P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle 106 2008-10-15 We 16:30 Clear Daylight Rear end Non-fatal V1 W Dry Slowing or Passenger van Other motor vehicle 0 V2 W Dry Slowing or Automobile, station Other motor vehicle V3 W Dry Stopped Automobile, station Other motor vehicle 107 2008-10-21 Tue 19:30 Rain Dark Rear end P.D. only V1 W Wet Going ahead Automobile, station Other motor vehicle 0 V2 W Wet Stopped Pick-up truck Other motor vehicle 108 2008-10-21 Tue 13:50 Rain Daylight Rear end Non-fatal V1 N Wet Turning right Automobile, station Other motor vehicle 0 V2 N Wet Turning right Passenger van Other motor vehicle 109 2008-11-12 We 07:55 Clear Daylight Rear end P.D. only V1 E Dry Turning right Automobile, station Other motor vehicle 0 V2 E Dry Turning right Automobile, station Other motor vehicle 110 2008-11-27 Thu 13:10 Clear Daylight Sideswipe P.D. only V1 W Wet Turning right Automobile, station Other motor vehicle 0 V2 W Wet Turning right Automobile, station Other motor vehicle 111 2008-12-17 We 11:00 Clear Daylight Rear end P.D. only V1 W Ice Turning right Pick-up truck Skidding/Sliding 0 V2 W Ice Stopped Automobile, station Other motor vehicle 112 2008-12-17 We 11:20 Snow Daylight Rear end P.D. only V1 W Loose snow Slowing or Automobile, station Other motor vehicle 0 V2 W Loose snow Slowing or Delivery van Other motor vehicle 113 2008-12-22 Mo 09:45 Snow Daylight Rear end P.D. only V1 N Loose snow Slowing or Automobile, station Skidding/Sliding 0 V2 N Wet Turning right Automobile, station Other motor vehicle 114 2008-12-22 Mo 14:40 Clear Daylight Rear end P.D. only V1 E Slush Slowing or Automobile, station Other motor vehicle 0 V2 E Slush Slowing or Automobile, station Other motor vehicle 115 2009-01-08 Thu 18:20 Clear Dark Sideswipe P.D. only V1 W Loose snow Overtaking Automobile, station Snowbank / drift 0 V2 W Loose snow Stopped Automobile, station Other motor vehicle 116 2009-01-08 Thu 10:45 Snow Daylight Sideswipe P.D. only V1 W Ice Changing lanes Automobile, station Other motor vehicle 0 V2 W Ice Turning left Automobile, station Other motor vehicle
(Note: Time of Day = "00:00" represents unknown collision time August 22, 2011 Page 7 of 10 Collision Main Detail Summary OnTRAC Reporting System FROM: 2008-01-01 TO: 2011-01-01 117 2009-01-08 Thu 10:00 Clear Daylight Rear end P.D. only V1 E Slush Going ahead Pick-up truck Other motor vehicle 0 V2 E Slush Slowing or Automobile, station Other motor vehicle 118 2009-01-09 Frid 12:40 Clear Daylight Rear end P.D. only V1 E Dry Slowing or Pick-up truck Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle 119 2009-01-15 Thu 10:00 Clear Daylight Rear end P.D. only V1 W Ice Turning right Automobile, station Other motor vehicle 0 V2 W Ice Turning right Pick-up truck Other motor vehicle 120 2009-01-28 We 13:00 Snow Daylight Rear end P.D. only V1 W Slush Slowing or Automobile, station Skidding/Sliding 0 V2 W Slush Stopped Passenger van Other motor vehicle 121 2009-02-02 Mo 10:45 Clear Daylight Rear end Non-fatal V1 N Wet Turning right Automobile, station Other motor vehicle 0 V2 N Wet Turning right Automobile, station Other motor vehicle 122 2009-02-09 Mo 09:12 Clear Daylight Rear end P.D. only V1 W Wet Slowing or Automobile, station Other motor vehicle 0 V2 W Wet Stopped Automobile, station Other motor vehicle 123 2009-02-22 Sun 17:27 Clear Dusk Single vehicle P.D. only V1 E Wet Turning right Automobile, station Curb 0 124 2009-02-25 We 23:55 Clear Dark Angle Non-fatal V1 E Dry Going ahead Pick-up truck Other motor vehicle 0 V2 S Dry Going ahead Automobile, station Other motor vehicle 125 2009-02-25 We 13:31 Clear Daylight Sideswipe Non-fatal V1 S Dry Changing lanes Passenger van Other motor vehicle 0 V2 S Dry Going ahead Automobile, station Other motor vehicle 126 2009-03-24 Tue 16:00 Clear Daylight Rear end P.D. only V1 E Dry Turning right Truck - dump Other motor vehicle 0 V2 E Dry Turning right Automobile, station Other motor vehicle 127 2009-03-26 Thu 18:15 Rain Dusk Sideswipe P.D. only V1 E Wet Changing lanes Automobile, station Other motor vehicle 0 V2 E Wet Turning right Automobile, station Other motor vehicle 128 2009-04-09 Thu 07:02 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Passenger van Other motor vehicle 0 V2 N Dry Going ahead Automobile, station Other motor vehicle 129 2009-04-30 Thu 07:45 Clear Daylight Rear end P.D. only V1 E Dry Turning right Passenger van Other motor vehicle 0 V2 E Dry Turning right Passenger van Other motor vehicle 130 2009-05-01 Frid 12:30 Clear Daylight Rear end P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Stopped Pick-up truck Other motor vehicle 131 2009-05-06 We 14:45 Clear Daylight Sideswipe P.D. only V1 S Dry Turning left Automobile, station Other motor vehicle 0 V2 S Dry Turning left Truck - closed Other motor vehicle 132 2009-05-21 Thu 07:16 Clear Daylight Rear end Non-fatal V1 W Dry Going ahead Pick-up truck Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle 133 2009-06-09 Tue 07:30 Rain Daylight Rear end P.D. only V1 E Wet Slowing or Pick-up truck Other motor vehicle 0 V2 E Wet Stopped Automobile, station Other motor vehicle 134 2009-06-18 Thu 14:01 Rain Daylight Single vehicle P.D. only V1 E Wet Turning left Automobile, station Skidding/Sliding 0 135 2009-07-31 Frid 16:15 Clear Daylight Rear end P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Stopped Pick-up truck Other motor vehicle 136 2009-08-08 Sat 11:15 Clear Daylight Rear end P.D. only V1 W Dry Slowing or Automobile, station Other motor vehicle 0 V2 W Dry Slowing or Automobile, station Other motor vehicle 137 2009-08-21 Frid 14:46 Clear Daylight Sideswipe P.D. only V1 S Dry Going ahead Automobile, station Other motor vehicle 0 V2 S Dry Going ahead Automobile, station Other motor vehicle V3 S Dry Slowing or Automobile, station Other motor vehicle V4 S Dry Slowing or Automobile, station Other motor vehicle 138 2009-09-10 Thu 20:36 Clear Dark Rear end P.D. only V1 E Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Turning left Automobile, station Other motor vehicle 139 2009-09-15 Tue 13:30 Clear Daylight Sideswipe P.D. only V1 W Dry Changing lanes Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Pick-up truck Other motor vehicle 140 2009-09-15 Tue 07:40 Clear Daylight Sideswipe P.D. only V1 S Dry Overtaking Automobile, station Other motor vehicle 0 V2 S Dry Going ahead Automobile, station Other motor vehicle 141 2009-09-29 Tue 12:54 Rain Daylight Rear end Non-fatal V1 E Wet Slowing or Automobile, station Other motor vehicle 0 V2 E Wet Slowing or Automobile, station Other motor vehicle
(Note: Time of Day = "00:00" represents unknown collision time August 22, 2011 Page 8 of 10 Collision Main Detail Summary OnTRAC Reporting System FROM: 2008-01-01 TO: 2011-01-01 142 2009-10-02 Frid 11:00 Clear Daylight Sideswipe P.D. only V1 N Dry Turning left Pick-up truck Other motor vehicle 0 V2 N Dry Turning left Automobile, station Other motor vehicle 143 2009-10-06 Tue 13:00 Clear Daylight Sideswipe P.D. only V1 E Dry Changing lanes Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Pick-up truck Other motor vehicle 144 2009-10-08 Thu 11:47 Clear Daylight Sideswipe Non-fatal V1 S Dry Turning left Truck and trailer Other motor vehicle 0 V2 S Dry Turning left Automobile, station Other motor vehicle 145 2009-10-19 Mo 15:10 Clear Daylight Rear end Non-fatal V1 W Dry Turning right Automobile, station Other motor vehicle 0 V2 W Dry Turning right Automobile, station Other motor vehicle 146 2009-10-21 We 20:49 Rain Dark Rear end P.D. only V1 W Wet Turning right Automobile, station Other motor vehicle 0 V2 W Wet Turning right Automobile, station Other motor vehicle 147 2009-11-05 Thu 17:46 Rain Dark Turning P.D. only V1 S Wet Going ahead Automobile, station Other motor vehicle 0 V2 N Wet Turning left Automobile, station Other motor vehicle 148 2009-11-15 Sun 03:28 Rain Dark Sideswipe P.D. only V1 S Wet Going ahead Pick-up truck Other motor vehicle 0 V2 S Wet Going ahead Automobile, station Other motor vehicle 149 2009-11-15 Sun 21:34 Clear Dark Turning P.D. only V1 E Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Turning left Automobile, station Other motor vehicle 150 2009-11-15 Sun 17:55 Clear Dark Sideswipe P.D. only V1 N Dry Changing lanes Automobile, station Other motor vehicle 0 V2 N Dry Turning left Automobile, station Other motor vehicle 151 2009-11-16 Mo 09:00 Clear Daylight Rear end P.D. only V1 S Dry Turning right Automobile, station Other motor vehicle 0 V2 S Dry Turning right Pick-up truck Other motor vehicle 152 2009-11-20 Frid 10:00 Rain Daylight Rear end Non-fatal V1 S Wet Slowing or Automobile, station Other motor vehicle 0 V2 S Wet Slowing or Automobile, station Other motor vehicle 153 2009-11-25 We 16:46 Rain Dusk Rear end P.D. only V1 N Wet Turning left Pick-up truck Other motor vehicle 0 V2 N Wet Turning left Pick-up truck Other motor vehicle 154 2009-12-15 Tue 14:45 Clear Daylight Rear end P.D. only V1 S Wet Going ahead Automobile, station Other motor vehicle 0 V2 S Wet Stopped Automobile, station Other motor vehicle 155 2010-01-08 Frid 15:30 Clear Daylight Rear end P.D. only V1 W Ice Slowing or Automobile, station Other motor vehicle 0 V2 W Ice Stopped Automobile, station Other motor vehicle 156 2010-01-14 Thu 09:00 Clear Daylight Rear end P.D. only V1 N Wet Turning right Automobile, station Other motor vehicle 0 V2 N Wet Turning right Automobile, station Other motor vehicle 157 2010-01-30 Sat 08:30 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Slowing or Automobile, station Other motor vehicle 158 2010-01-31 Sun 08:00 Snow Daylight Single vehicle P.D. only V1 S Ice Turning left Automobile, station Pole (utility, tower) 0
159 2010-02-09 Tue 19:40 Clear Dark Rear end Non-fatal V1 W Dry Turning right Automobile, station Other motor vehicle 0 V2 W Dry Turning right Automobile, station Other motor vehicle 160 2010-02-28 Sun 20:52 Rain Dark Sideswipe P.D. only V1 E Wet Turning left Automobile, station Other motor vehicle 0 V2 E Wet Turning left Automobile, station Other motor vehicle 161 2010-03-23 Tue 15:30 Rain Daylight Rear end P.D. only V1 W Wet Slowing or Automobile, station Other motor vehicle 0 V2 W Wet Stopped Automobile, station Other motor vehicle 162 2010-04-19 Mo 19:28 Clear Dusk Rear end P.D. only V1 W Dry Turning right Automobile, station Other motor vehicle 0 V2 W Dry Turning right Pick-up truck Other motor vehicle 163 2010-04-26 Mo 16:30 Clear Daylight Sideswipe P.D. only V1 E Dry Merging Unknown Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle 164 2010-05-01 Sat 15:59 Clear Daylight Rear end P.D. only V1 S Dry Slowing or Automobile, station Other motor vehicle 0 V2 S Dry Stopped Automobile, station Other motor vehicle 165 2010-05-08 Sat 13:05 Clear Daylight Sideswipe P.D. only V1 W Wet Changing lanes Pick-up truck Other motor vehicle 0 V2 W Wet Going ahead Automobile, station Other motor vehicle
(Note: Time of Day = "00:00" represents unknown collision time August 22, 2011 Page 9 of 10 Collision Main Detail Summary OnTRAC Reporting System FROM: 2008-01-01 TO: 2011-01-01 166 2010-05-18 Tue 11:00 Clear Daylight Sideswipe P.D. only V1 S Dry Turning left Automobile, station Other motor vehicle 0 V2 S Dry Changing lanes Automobile, station Other motor vehicle 167 2010-06-26 Sat 11:10 Clear Daylight Rear end P.D. only V1 W Wet Turning right Pick-up truck Skidding/Sliding 0 V2 W Wet Turning right Automobile, station Other motor vehicle 168 2010-07-05 Mo 13:15 Clear Daylight Rear end P.D. only V1 N Dry Changing lanes Automobile, station Other motor vehicle 0 V2 N Dry Slowing or Automobile, station Other motor vehicle 169 2010-07-10 Sat 12:36 Clear Daylight Rear end P.D. only V1 S Dry Turning right Tow truck Other motor vehicle 0 V2 S Dry Turning right Automobile, station Other motor vehicle 170 2010-07-12 Mo 08:55 Clear Daylight Rear end Non-fatal V1 E Dry Slowing or Automobile, station Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle V3 E Dry Stopped Passenger van Other motor vehicle 171 2010-07-16 Frid 11:51 Clear Daylight Rear end Non-fatal V1 W Dry Slowing or Pick-up truck Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle V3 W Dry Stopped Automobile, station Other motor vehicle V4 W Dry Stopped Passenger van Other motor vehicle 172 2010-07-19 Mo 17:00 Rain Daylight Rear end P.D. only V1 N Wet Turning right Pick-up truck Other motor vehicle 0 V2 N Wet Turning right Automobile, station Other motor vehicle 173 2010-07-24 Sat 16:15 Clear Daylight Rear end P.D. only V1 W Dry Turning right Automobile, station Other motor vehicle 0 V2 W Dry Turning right Pick-up truck Other motor vehicle 174 2010-08-03 Tue 13:20 Unknow Daylight Rear end P.D. only V1 W Dry Turning left Pick-up truck Other motor vehicle 0 V2 W Dry Turning left Automobile, station Other motor vehicle 175 2010-08-15 Sun 11:09 Rain Daylight Rear end P.D. only V1 W Wet Turning left Passenger van Other motor vehicle 0 V2 W Wet Turning left Automobile, station Other motor vehicle 176 2010-08-19 Thu 15:50 Rain Daylight Rear end P.D. only V1 S Wet Slowing or Pick-up truck Other motor vehicle 0 V2 S Wet Stopped Passenger van Other motor vehicle V3 S Wet Stopped Automobile, station Other motor vehicle 177 2010-08-26 Thu 18:23 Clear Daylight Angle P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 178 2010-09-09 Thu 10:10 Rain Daylight Rear end P.D. only V1 W Dry Slowing or Truck and trailer Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle 179 2010-09-09 Thu 20:10 Clear Dusk Other P.D. only V1 N Dry Reversing Police vehicle Other motor vehicle 0 V2 S Dry Turning left Automobile, station Other motor vehicle 180 2010-09-30 Thu 08:02 Rain Daylight Rear end Non-fatal V1 W Wet Turning right Automobile, station Other motor vehicle 0 V2 W Wet Turning right Automobile, station Other motor vehicle 181 2010-10-19 Tue 14:15 Clear Daylight Sideswipe P.D. only V1 E Dry Changing lanes Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 182 2010-10-28 Thu 16:15 Clear Daylight Rear end P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Slowing or Passenger van Other motor vehicle 183 2010-11-12 Frid 18:53 Clear Dark Sideswipe P.D. only V1 N Dry Turning left Passenger van Other motor vehicle 0 V2 N Dry Turning left Automobile, station Other motor vehicle 184 2010-11-16 Tue 21:30 Clear Dark Rear end P.D. only V1 W Wet Going ahead Pick-up truck Other motor vehicle 0 V2 W Wet Stopped Automobile, station Other motor vehicle 185 2010-11-18 Thu 07:30 Clear Daylight Other P.D. only V1 E Dry Unknown Pick-up truck Other motor vehicle 0 V2 E Dry Unknown Automobile, station Other motor vehicle 186 2010-12-09 Thu 21:46 Clear Dark Rear end P.D. only V1 W Dry Going ahead Unknown Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle 187 2010-12-19 Sun 15:14 Clear Daylight Angle P.D. only V1 N Wet Going ahead Automobile, station Other motor vehicle 0 V2 W Wet Turning right Automobile, station Other motor vehicle
(Note: Time of Day = "00:00" represents unknown collision time August 22, 2011 Page 10 of 10
Appendix D: Traffic Growth
Baseline/Highgate 8 hrs
North Leg South Leg East Leg West Leg Year Date Total SB NB NB SB WB EB EB WB 2005 Wednesday, May 4 843 683 2999 4416 9240 8949 9036 8070 44236 2006 Thursday, June 29 564 485 3499 4339 9090 2658 8221 7848 36704 2010 Monday, June 7 914 692 3536 3359 8053 9391 8864 7925 42734
Counts % Change Year North Leg NB SB NB+SB INT NB SB NB+SB INT 2005 683 843 1526 44236 2006 485 564 1049 36704 -29.0% -33.1% -31.3% -17.0% 2010 692 914 1606 42734 42.7% 62.1% 53.1% 16.4%
Regression Estimate 2005 588 703 1291 Regression Estimate 2010 668 879 1547 Average Annual Change 2.60% 4.56% 3.68%
Counts % Change Year West Leg EB WB EB+WB INT EB WB EB+WB INT 2005 9036 8070 17106 44236 2006 8221 7848 16069 36704 -9.0% -2.8% -6.1% -17.0% 2010 8864 7925 16789 42734 7.8% 1.0% 4.5% 16.4%
Regression Estimate 2005 8664 7978 16642 Regression Estimate 2010 8771 7902 16673 Average Annual Change 0.25% -0.19% 0.04%
Counts % Change Year East Leg EB WB EB+WB INT EB WB EB+WB INT 2005 8949 9240 18189 44236 2006 2658 9090 11748 36704 -70.3% -1.6% -35.4% -17.0% 2010 9391 8053 17444 42734 253.3% -11.4% 48.5% 16.4%
Regression Estimate 2005 5911 9282 15193 Regression Estimate 2010 8632 8063 16695 Average Annual Change 7.87% -2.77% 1.90%
Counts % Change Year South Leg NB SB NB+SB INT NB SB NB+SB INT 2005 2999 4416 7415 44236 2006 3499 4339 7838 36704 16.7% -1.7% 5.7% -17.0% 2010 3536 3359 6895 42734 1.1% -22.6% -12.0% 16.4%
Regression Estimate 2005 3186 4480 7666 Regression Estimate 2010 3583 3375 6958 Average Annual Change 2.38% -5.51% -1.92% Baseline/Highgate AM Peak
North Leg South Leg East Leg West Leg Year Date Total SB NB NB SB WB EB EB WB 2005 Wednesday, May 4 122 39 333 909 1037 1865 1986 665 6956 2006 Thursday, June 29 68 18 400 927 1010 1511 1590 612 6136 2010 Monday, June 7 166 23 444 531 658 1883 1852 683 6240
Counts % Change Year North Leg NB SB NB+SB INT NB SB NB+SB INT 2005 39 122 161 6956 2006 18 68 86 6136 -53.8% -44.3% -46.6% -11.8% 2010 23 166 189 6240 27.8% 144.1% 119.8% 1.7%
Regression Estimate 2005 31 92 123 Regression Estimate 2010 21 159 179 Average Annual Change -7.31% 11.47% 7.91%
Counts % Change Year West Leg EB WB EB+WB INT EB WB EB+WB INT 2005 1986 665 2651 6956 2006 1590 612 2202 6136 -19.9% -8.0% -16.9% -11.8% 2010 1852 683 2535 6240 16.5% 11.6% 15.1% 1.7%
Regression Estimate 2005 1810 638 2448 Regression Estimate 2010 1808 676 2484 Average Annual Change -0.02% 1.17% 0.29%
Counts % Change Year East Leg EB WB EB+WB INT EB WB EB+WB INT 2005 1865 1037 2902 6956 2006 1511 1010 2521 6136 -19.0% -2.6% -13.1% -11.8% 2010 1883 658 2541 6240 24.6% -34.9% 0.8% 1.7%
Regression Estimate 2005 1695 1060 2755 Regression Estimate 2010 1840 664 2504 Average Annual Change 1.66% -8.94% -1.89%
Counts % Change Year South Leg NB SB NB+SB INT NB SB NB+SB INT 2005 333 909 1242 6956 2006 400 927 1327 6136 20.1% 2.0% 6.8% -11.8% 2010 444 531 975 6240 11.0% -42.7% -26.5% 1.7%
Regression Estimate 2005 354 954 1308 Regression Estimate 2010 449 542 991 Average Annual Change 4.87% -10.68% -5.39% Baseline/Highgate PM Peak
North Leg South Leg East Leg West Leg Year Date Total SB NB NB SB WB EB EB WB 2005 Wednesday, May 4 125 116 557 516 1550 992 1001 1609 6466 2006 Thursday, June 29 69 81 629 467 1476 1013 936 1549 6220 2010 Monday, June 7 128 148 609 439 1512 1058 975 1579 6448
Counts % Change Year North Leg NB SB NB+SB INT NB SB NB+SB INT 2005 116 125 241 6466 2006 81 69 150 6220 -30.2% -44.8% -37.8% -3.8% 2010 148 128 276 6448 82.7% 85.5% 84.0% 3.7%
Regression Estimate 2005 96 98 194 Regression Estimate 2010 143 121 264 Average Annual Change 8.24% 4.34% 6.35%
Counts % Change Year West Leg EB WB EB+WB INT EB WB EB+WB INT 2005 1001 1609 2610 6466 2006 936 1549 2485 6220 -6.5% -3.7% -4.8% -3.8% 2010 975 1579 2554 6448 4.2% 1.9% 2.8% 3.7%
Regression Estimate 2005 973 1583 2556 Regression Estimate 2010 968 1573 2540 Average Annual Change -0.10% -0.14% -0.12%
Counts % Change Year East Leg EB WB EB+WB INT EB WB EB+WB INT 2005 992 1550 2542 6466 2006 1013 1476 2489 6220 2.1% -4.8% -2.1% -3.8% 2010 1058 1512 2570 6448 4.4% 2.4% 3.3% 3.7%
Regression Estimate 2005 996 1518 2514 Regression Estimate 2010 1059 1504 2563 Average Annual Change 1.24% -0.19% 0.39%
Counts % Change Year South Leg NB SB NB+SB INT NB SB NB+SB INT 2005 557 516 1073 6466 2006 629 467 1096 6220 12.9% -9.5% 2.1% -3.8% 2010 609 439 1048 6448 -3.2% -6.0% -4.4% 3.7%
Regression Estimate 2005 586 500 1086 Regression Estimate 2010 616 435 1051 Average Annual Change 1.00% -2.75% -0.65%
Appendix E: Projected Traffic Conditions
Projected 2013 AM 1: Centrepointe/Cobden & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR ø8 Lane Configurations Volume (vph) 22 1649 140 32 649 37 175 150 83 22 Lane Group Flow (vph) 23 1736 147 34 683 39 184 158 87 23 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 3! 7 7! 8 Permitted Phases 2 6 3 Detector Phase 5 2 2 1 6 6 3 3 7 7 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 7.0 Minimum Split (s) 11.4 28.0 28.0 11.4 28.0 28.0 16.0 16.0 16.0 16.0 24.0 Total Split (s) 15.0 47.0 47.0 15.0 47.0 47.0 68.0 68.0 35.0 35.0 33.0 Total Split (%) 11.5% 36.2% 36.2% 11.5% 36.2% 36.2% 52.3% 52.3% 26.9% 26.9% 25% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.3 2.3 2.7 2.3 2.3 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.0 6.0 6.4 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None Act Effct Green (s) 7.3 88.4 88.4 8.1 89.0 89.0 20.1 20.1 20.1 20.1 Actuated g/C Ratio 0.06 0.68 0.68 0.06 0.68 0.68 0.15 0.15 0.15 0.15 v/c Ratio 0.24 0.53 0.15 0.32 0.30 0.04 0.71 0.44 0.34 0.09 Control Delay 64.1 13.1 4.4 53.0 15.5 11.4 66.4 10.5 50.8 16.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.1 13.1 4.4 53.0 15.5 11.4 66.4 10.5 50.8 16.0 LOS E B A D B B E B D B Approach Delay 13.1 17.0 Approach LOS B B Queue Length 50th (m) 5.8 84.9 3.9 8.7 30.3 0.4 45.4 0.0 20.1 0.0 Queue Length 95th (m) 14.8 122.9 14.7 19.7 80.6 8.6 65.7 17.7 33.7 7.5 Internal Link Dist (m) 159.5 471.0 Turn Bay Length (m) 90.0 80.0 80.0 50.0 50.0 Base Capacity (vph) 114 3276 1003 119 2297 1013 799 782 374 352 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.53 0.15 0.29 0.30 0.04 0.23 0.20 0.23 0.07 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: 18.1 Intersection LOS: B Intersection Capacity Utilization 63.5% ICU Level of Service B Analysis Period (min) 15 ! Phase conflict between lane groups.
Splits and Phases: 1: Centrepointe/Cobden & Baseline
Synchro 7 - Report Projected 2013 AM 2: Centrepointe/Highgate & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR Lane Configurations Volume (vph) 1 1517 364 182 469 22 177 340 94 72 Lane Group Flow (vph) 1 1597 383 192 494 23 186 358 99 76 Turn Type Perm NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 2 1 6 4 3 3 Permitted Phases 2 2 6 4 Detector Phase 2 2 2 1 6 6 4 4 3 3 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.7 23.7 23.7 11.2 23.7 23.7 36.4 36.4 11.4 11.4 Total Split (s) 50.0 50.0 50.0 24.0 74.0 74.0 36.0 36.0 20.0 20.0 Total Split (%) 38.5% 38.5% 38.5% 18.5% 56.9% 56.9% 27.7% 27.7% 15.4% 15.4% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.0 3.0 3.3 3.3 All-Red Time (s) 2.0 2.0 2.0 2.5 2.0 2.0 4.4 4.4 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.7 6.2 5.7 5.7 7.4 7.4 6.4 6.4 Lead/Lag Lag Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None C-Max C-Max None None None None Act Effct Green (s) 61.4 61.4 61.4 13.0 80.6 80.6 18.1 18.1 11.8 11.8 Actuated g/C Ratio 0.47 0.47 0.47 0.10 0.62 0.62 0.14 0.14 0.09 0.09 v/c Ratio 0.00 0.70 0.43 0.59 0.24 0.03 0.41 0.76 0.65 0.37 Control Delay 16.0 28.6 11.3 65.5 8.0 3.5 52.0 19.0 76.5 16.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.0 28.6 11.3 65.5 8.0 3.5 52.0 19.0 76.5 16.8 LOS B C B E A A D B E B Approach Delay 25.2 23.4 Approach LOS C C Queue Length 50th (m) 0.1 122.1 36.5 21.9 21.7 0.3 23.8 10.4 24.7 0.0 Queue Length 95th (m) m0.0 #177.1 78.0 37.7 35.0 3.0 31.0 40.4 43.2 14.6 Internal Link Dist (m) 471.0 207.0 Turn Bay Length (m) 55.0 150.0 85.0 100.0 30.0 Base Capacity (vph) 385 2277 896 445 2080 881 715 563 175 225 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.00 0.70 0.43 0.43 0.24 0.03 0.26 0.64 0.57 0.34 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 113 (87%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 27.0 Intersection LOS: C Intersection Capacity Utilization 76.8% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 2: Centrepointe/Highgate & Baseline
Synchro 7 - Report Projected 2013 AM 3: Constellation & Baseline
Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Volume (vph) 1858 93 401 667 6 20 Lane Group Flow (vph) 1956 98 422 702 6 21 Turn Type NA Perm Prot NA NA Perm Protected Phases 2 1 6 8 Permitted Phases 2 8 Detector Phase 2 2 1 6 8 8 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 Minimum Split (s) 28.5 28.5 11.1 28.5 30.0 30.0 Total Split (s) 74.0 74.0 25.0 99.0 31.0 31.0 Total Split (%) 56.9% 56.9% 19.2% 76.2% 23.8% 23.8% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 All-Red Time (s) 2.8 2.8 2.4 2.8 4.0 4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.5 6.5 6.1 6.5 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None Act Effct Green (s) 84.5 84.5 22.7 115.9 10.0 10.0 Actuated g/C Ratio 0.65 0.65 0.17 0.89 0.08 0.08 v/c Ratio 0.62 0.10 0.74 0.23 0.02 0.16 Control Delay 8.5 0.7 44.5 3.1 55.8 24.0 Queue Delay 0.2 0.0 0.0 0.0 0.0 0.0 Total Delay 8.7 0.7 44.5 3.1 55.8 24.0 LOS A A D A E C Approach Delay 8.4 18.6 31.1 Approach LOS A B C Queue Length 50th (m) 171.1 3.5 54.3 14.5 0.7 0.0 Queue Length 95th (m) 23.4 m0.5 69.4 36.3 2.9 8.4 Internal Link Dist (m) 207.0 551.0 132.0 Turn Bay Length (m) 45.0 85.0 30.0 Base Capacity (vph) 3130 960 574 2989 600 294 Starvation Cap Reductn 436 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.73 0.10 0.74 0.23 0.01 0.07 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 129 (99%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 12.2 Intersection LOS: B Intersection Capacity Utilization 74.6% ICU Level of Service D Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: Constellation & Baseline
Synchro 7 - Report Projected 2013 AM 4: Woodroffe & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 553 1219 106 56 485 144 127 1015 54 296 429 454 Lane Group Flow (vph) 582 1283 112 59 511 152 134 1068 57 312 452 478 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 11.8 36.8 36.8 11.8 36.8 36.8 11.8 33.8 33.8 11.8 33.8 33.8 Total Split (s) 32.0 56.0 56.0 14.0 38.0 38.0 18.0 42.0 42.0 18.0 42.0 42.0 Total Split (%) 24.6% 43.1% 43.1% 10.8% 29.2% 29.2% 13.8% 32.3% 32.3% 13.8% 32.3% 32.3% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 25.0 52.9 52.9 7.2 32.5 32.5 10.0 34.1 34.1 11.2 35.3 35.3 Actuated g/C Ratio 0.19 0.41 0.41 0.06 0.25 0.25 0.08 0.26 0.26 0.09 0.27 0.27 v/c Ratio 0.93 0.94 0.18 0.64 0.61 0.32 0.53 0.84 0.13 1.11 0.35 0.70 Control Delay 92.1 48.8 28.3 89.7 47.2 7.9 65.6 52.5 9.6 141.2 38.9 15.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 92.1 48.8 28.3 89.7 47.2 7.9 65.6 52.5 9.6 141.2 38.9 15.1 LOS F D C F D A E D A F D B Approach Delay 60.4 42.4 52.0 55.4 Approach LOS E D D E Queue Length 50th (m) 82.2 ~105.3 12.3 15.1 62.1 0.0 17.2 94.1 0.0 ~47.1 34.0 19.1 Queue Length 95th (m) #112.1 #217.5 m29.8 #35.4 80.9 16.8 27.7 111.7 10.3 #76.4 44.5 60.3 Internal Link Dist (m) 551.0 237.7 358.3 305.3 Turn Bay Length (m) 55.0 25.0 100.0 95.0 115.0 105.0 85.0 50.0 Base Capacity (vph) 634 1365 612 95 837 477 280 1305 438 280 1317 682 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.92 0.94 0.18 0.62 0.61 0.32 0.48 0.82 0.13 1.11 0.34 0.70 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 16 (12%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 54.7 Intersection LOS: D Intersection Capacity Utilization 94.4% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 4: Woodroffe & Baseline
Synchro 7 - Report Projected 2013 AM 5: Centrepointe & Constellation
Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 31 129 388 52 135 411 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 33 136 408 55 142 433 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 99 pX, platoon unblocked vC, conflicting volume 909 204 463 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 909 204 463 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 86 83 87 cM capacity (veh/h) 239 803 1094 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 168 204 204 55 142 216 216 Volume Left 33 0 0 0 142 0 0 Volume Right 136 0 0 55 0 0 0 cSH 551 1700 1700 1700 1094 1700 1700 Volume to Capacity 0.31 0.12 0.12 0.03 0.13 0.13 0.13 Queue Length 95th (m) 9.8 0.0 0.0 0.0 3.4 0.0 0.0 Control Delay (s) 14.4 0.0 0.0 0.0 8.8 0.0 0.0 Lane LOS B A Approach Delay (s) 14.4 0.0 2.2 Approach LOS B Intersection Summary Average Delay 3.0 Intersection Capacity Utilization 39.4% ICU Level of Service A Analysis Period (min) 15
Synchro 7 - Report Projected 2013 PM 1: Centrepointe/Cobden & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR ø8 Lane Configurations Volume (vph) 41 879 138 110 1405 98 201 66 66 30 Lane Group Flow (vph) 43 925 145 116 1479 103 212 69 69 32 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 3! 7 7! 8 Permitted Phases 2 6 3 Detector Phase 5 2 2 1 6 6 3 3 7 7 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 7.0 Minimum Split (s) 11.4 28.0 28.0 11.4 28.0 28.0 11.0 11.0 11.0 11.0 33.0 Total Split (s) 15.0 59.0 59.0 15.0 59.0 59.0 56.0 56.0 23.0 23.0 33.0 Total Split (%) 11.5% 45.4% 45.4% 11.5% 45.4% 45.4% 43.1% 43.1% 17.7% 17.7% 25% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.3 2.3 2.7 2.3 2.3 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.0 6.0 6.4 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None Act Effct Green (s) 8.7 72.1 72.1 17.4 83.1 83.1 22.1 22.1 20.6 20.6 Actuated g/C Ratio 0.07 0.55 0.55 0.13 0.64 0.64 0.17 0.17 0.16 0.16 v/c Ratio 0.38 0.35 0.17 0.52 0.69 0.10 0.74 0.22 0.26 0.12 Control Delay 66.9 17.3 3.2 56.9 19.4 3.3 66.3 11.0 47.4 14.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.9 17.3 3.2 56.9 19.4 3.3 66.3 11.0 47.4 14.1 LOS E B A E B A E B D B Approach Delay 17.4 21.0 Approach LOS B C Queue Length 50th (m) 10.7 45.6 0.0 23.8 165.7 4.4 52.2 0.0 15.5 0.0 Queue Length 95th (m) 22.5 65.8 11.0 m33.7 189.7 m9.3 73.7 12.0 27.3 8.4 Internal Link Dist (m) 159.5 471.0 Turn Bay Length (m) 90.0 80.0 80.0 50.0 50.0 Base Capacity (vph) 124 2671 865 224 2144 985 645 606 292 288 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.35 0.17 0.52 0.69 0.10 0.33 0.11 0.24 0.11 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 81 (62%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 23.0 Intersection LOS: C Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. ! Phase conflict between lane groups.
Splits and Phases: 1: Centrepointe/Cobden & Baseline
Synchro 7 - Report Projected 2013 PM 2: Centrepointe/Highgate & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR Lane Configurations Volume (vph) 36 741 234 249 1187 112 361 294 63 65 Lane Group Flow (vph) 38 780 246 262 1249 118 380 309 66 68 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 4 3 3 Permitted Phases 2 6 4 Detector Phase 5 2 2 1 6 6 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.2 23.7 23.7 11.2 23.7 23.7 36.4 36.4 11.4 11.4 Total Split (s) 22.0 49.0 49.0 22.0 49.0 49.0 36.0 36.0 23.0 23.0 Total Split (%) 16.9% 37.7% 37.7% 16.9% 37.7% 37.7% 27.7% 27.7% 17.7% 17.7% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.0 3.0 3.3 3.3 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.0 4.4 4.4 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.2 5.7 5.7 6.2 5.7 5.7 7.4 7.4 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None Act Effct Green (s) 8.4 54.6 54.6 15.2 63.7 63.7 24.1 24.1 10.5 10.5 Actuated g/C Ratio 0.06 0.42 0.42 0.12 0.49 0.49 0.19 0.19 0.08 0.08 v/c Ratio 0.35 0.39 0.34 0.69 0.76 0.18 0.63 0.60 0.49 0.37 Control Delay 51.1 30.5 18.9 58.9 39.7 8.3 53.0 9.9 68.6 18.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.1 30.5 18.9 58.9 39.7 8.3 53.0 9.9 68.6 18.1 LOS D C B E D A D A E B Approach Delay 28.6 40.5 Approach LOS C D Queue Length 50th (m) 9.4 66.3 27.1 29.1 177.3 6.2 44.4 0.0 16.5 0.0 Queue Length 95th (m) 20.4 83.6 58.1 43.5 #220.3 20.4 60.2 24.8 30.4 13.7 Internal Link Dist (m) 471.0 207.0 Turn Bay Length (m) 55.0 150.0 85.0 100.0 30.0 Base Capacity (vph) 204 2023 723 411 1643 657 721 550 214 251 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.39 0.34 0.64 0.76 0.18 0.53 0.56 0.31 0.27 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 17 (13%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 35.7 Intersection LOS: D Intersection Capacity Utilization 66.6% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 2: Centrepointe/Highgate & Baseline
Synchro 7 - Report Projected 2013 PM 3: Constellation & Baseline
Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Volume (vph) 1094 4 67 1524 24 38 Lane Group Flow (vph) 1152 4 71 1604 25 40 Turn Type NA Perm Prot NA NA Perm Protected Phases 2 1 6 8 Permitted Phases 2 8 Detector Phase 2 2 1 6 8 8 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 Minimum Split (s) 28.5 28.5 11.1 28.5 30.0 30.0 Total Split (s) 70.0 70.0 23.0 93.0 37.0 37.0 Total Split (%) 53.8% 53.8% 17.7% 71.5% 28.5% 28.5% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 All-Red Time (s) 2.8 2.8 2.4 2.8 4.0 4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.5 6.5 6.1 6.5 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None Act Effct Green (s) 99.3 99.3 8.2 111.2 10.0 10.0 Actuated g/C Ratio 0.76 0.76 0.06 0.86 0.08 0.08 v/c Ratio 0.31 0.00 0.34 0.56 0.10 0.26 Control Delay 3.5 1.2 52.4 12.8 56.9 20.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.5 1.2 52.4 12.8 56.9 20.9 LOS A A D B E C Approach Delay 3.4 14.5 34.8 Approach LOS A B C Queue Length 50th (m) 15.3 0.0 9.6 155.6 3.1 0.0 Queue Length 95th (m) 23.0 m0.2 m10.2 m160.0 7.7 11.4 Internal Link Dist (m) 207.0 551.0 132.0 Turn Bay Length (m) 45.0 85.0 30.0 Base Capacity (vph) 3680 1147 423 2868 750 377 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.31 0.00 0.17 0.56 0.03 0.11 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 8 (6%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.56 Intersection Signal Delay: 10.5 Intersection LOS: B Intersection Capacity Utilization 64.1% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: Constellation & Baseline
Synchro 7 - Report Projected 2013 PM 4: Woodroffe & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 346 718 68 79 917 250 375 914 116 383 875 298 Lane Group Flow (vph) 364 756 72 83 965 263 395 962 122 403 921 314 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 11.8 36.8 36.8 11.8 36.8 36.8 11.8 33.8 33.8 11.8 33.8 33.8 Total Split (s) 25.0 48.0 48.0 25.0 48.0 48.0 19.0 34.0 34.0 23.0 38.0 38.0 Total Split (%) 19.2% 36.9% 36.9% 19.2% 36.9% 36.9% 14.6% 26.2% 26.2% 17.7% 29.2% 29.2% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 17.5 47.6 47.6 11.8 41.9 41.9 12.2 27.2 27.2 16.2 31.2 31.2 Actuated g/C Ratio 0.13 0.37 0.37 0.09 0.32 0.32 0.09 0.21 0.21 0.12 0.24 0.24 v/c Ratio 0.83 0.62 0.13 0.55 0.89 0.42 1.30 0.95 0.30 1.00 0.80 0.57 Control Delay 85.8 51.0 36.8 69.1 53.7 7.5 200.6 70.1 9.4 100.1 52.5 13.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 85.8 51.0 36.8 69.1 53.7 7.5 200.6 70.1 9.4 100.1 52.5 13.6 LOS F D D E D A F E A F D B Approach Delay 60.8 45.4 99.9 56.7 Approach LOS E D F E Queue Length 50th (m) 50.7 93.8 9.4 20.7 124.6 3.7 ~66.4 89.9 0.0 53.9 81.7 11.6 Queue Length 95th (m) #70.3 126.1 26.3 36.3 #162.3 24.1 #98.0 #117.5 15.9 #86.8 98.2 40.1 Internal Link Dist (m) 551.0 237.7 358.3 305.3 Turn Bay Length (m) 55.0 25.0 100.0 95.0 115.0 105.0 85.0 50.0 Base Capacity (vph) 455 1228 557 235 1080 632 305 1008 400 405 1156 549 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.80 0.62 0.13 0.35 0.89 0.42 1.30 0.95 0.30 1.00 0.80 0.57 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 21 (16%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.30 Intersection Signal Delay: 66.3 Intersection LOS: E Intersection Capacity Utilization 91.5% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 4: Woodroffe & Baseline
Synchro 7 - Report Projected 2013 PM 5: Centrepointe & Constellation
Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 38 102 553 31 70 413 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 40 107 582 33 74 435 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 99 pX, platoon unblocked vC, conflicting volume 947 291 615 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 947 291 615 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 83 85 92 cM capacity (veh/h) 240 705 961 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 147 291 291 33 74 217 217 Volume Left 40 0 0 0 74 0 0 Volume Right 107 0 0 33 0 0 0 cSH 462 1700 1700 1700 961 1700 1700 Volume to Capacity 0.32 0.17 0.17 0.02 0.08 0.13 0.13 Queue Length 95th (m) 10.3 0.0 0.0 0.0 1.9 0.0 0.0 Control Delay (s) 16.4 0.0 0.0 0.0 9.1 0.0 0.0 Lane LOS C A Approach Delay (s) 16.4 0.0 1.3 Approach LOS C Intersection Summary Average Delay 2.4 Intersection Capacity Utilization 39.1% ICU Level of Service A Analysis Period (min) 15
Synchro 7 - Report Projected 2018 AM 1: Centrepointe/Cobden & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR ø8 Lane Configurations Volume (vph) 22 1710 140 32 674 37 175 150 83 22 Lane Group Flow (vph) 23 1800 147 34 709 39 184 158 87 23 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 3! 7 7! 8 Permitted Phases 2 6 3 Detector Phase 5 2 2 1 6 6 3 3 7 7 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 7.0 Minimum Split (s) 11.4 28.0 28.0 11.4 28.0 28.0 16.0 16.0 16.0 16.0 24.0 Total Split (s) 15.0 47.0 47.0 15.0 47.0 47.0 68.0 68.0 35.0 35.0 33.0 Total Split (%) 11.5% 36.2% 36.2% 11.5% 36.2% 36.2% 52.3% 52.3% 26.9% 26.9% 25% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.3 2.3 2.7 2.3 2.3 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.0 6.0 6.4 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None Act Effct Green (s) 7.3 88.4 88.4 8.1 89.0 89.0 20.1 20.1 20.1 20.1 Actuated g/C Ratio 0.06 0.68 0.68 0.06 0.68 0.68 0.15 0.15 0.15 0.15 v/c Ratio 0.24 0.55 0.15 0.32 0.31 0.04 0.71 0.44 0.34 0.09 Control Delay 64.1 13.5 4.6 52.6 15.9 11.5 66.4 10.5 50.8 16.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.1 13.5 4.6 52.6 15.9 11.5 66.4 10.5 50.8 16.0 LOS E B A D B B E B D B Approach Delay 13.4 17.3 Approach LOS B B Queue Length 50th (m) 5.8 90.1 4.3 8.7 33.1 0.5 45.4 0.0 20.1 0.0 Queue Length 95th (m) 14.8 129.7 15.2 19.5 84.8 8.8 65.7 17.7 33.7 7.5 Internal Link Dist (m) 159.5 471.0 Turn Bay Length (m) 90.0 80.0 80.0 50.0 50.0 Base Capacity (vph) 114 3276 1002 119 2297 1013 799 782 374 352 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.55 0.15 0.29 0.31 0.04 0.23 0.20 0.23 0.07 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: 18.3 Intersection LOS: B Intersection Capacity Utilization 64.7% ICU Level of Service C Analysis Period (min) 15 ! Phase conflict between lane groups.
Splits and Phases: 1: Centrepointe/Cobden & Baseline
Synchro 7 - Report Projected 2018 AM 2: Centrepointe/Highgate & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR Lane Configurations Volume (vph) 1 1578 364 182 494 22 177 340 94 72 Lane Group Flow (vph) 1 1661 383 192 520 23 186 358 99 76 Turn Type Perm NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 2 1 6 4 3 3 Permitted Phases 2 2 6 4 Detector Phase 2 2 2 1 6 6 4 4 3 3 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.7 23.7 23.7 11.2 23.7 23.7 36.4 36.4 11.4 11.4 Total Split (s) 50.0 50.0 50.0 24.0 74.0 74.0 36.0 36.0 20.0 20.0 Total Split (%) 38.5% 38.5% 38.5% 18.5% 56.9% 56.9% 27.7% 27.7% 15.4% 15.4% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.0 3.0 3.3 3.3 All-Red Time (s) 2.0 2.0 2.0 2.5 2.0 2.0 4.4 4.4 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.7 6.2 5.7 5.7 7.4 7.4 6.4 6.4 Lead/Lag Lag Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None C-Max C-Max None None None None Act Effct Green (s) 61.4 61.4 61.4 13.0 80.6 80.6 18.1 18.1 11.8 11.8 Actuated g/C Ratio 0.47 0.47 0.47 0.10 0.62 0.62 0.14 0.14 0.09 0.09 v/c Ratio 0.00 0.73 0.43 0.59 0.25 0.03 0.41 0.76 0.65 0.37 Control Delay 15.0 29.2 11.1 66.0 7.8 3.4 52.0 19.1 76.5 16.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 Total Delay 15.0 29.2 11.1 66.0 7.8 3.4 52.0 19.1 76.6 16.8 LOS B C B E A A D B E B Approach Delay 25.8 22.8 Approach LOS C C Queue Length 50th (m) 0.1 129.7 36.7 22.0 22.6 0.3 23.8 10.7 24.7 0.0 Queue Length 95th (m) m0.0 #189.7 78.0 37.8 35.7 2.9 31.0 40.7 43.2 14.6 Internal Link Dist (m) 471.0 207.0 Turn Bay Length (m) 55.0 150.0 85.0 100.0 30.0 Base Capacity (vph) 376 2277 896 445 2080 881 715 563 175 225 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 1 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.00 0.73 0.43 0.43 0.25 0.03 0.26 0.64 0.57 0.34 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 113 (87%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 27.1 Intersection LOS: C Intersection Capacity Utilization 78.0% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 2: Centrepointe/Highgate & Baseline
Synchro 7 - Report Projected 2018 AM 3: Constellation & Baseline
Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Volume (vph) 1919 93 401 692 6 20 Lane Group Flow (vph) 2020 98 422 728 6 21 Turn Type NA Perm Prot NA NA Perm Protected Phases 2 1 6 8 Permitted Phases 2 8 Detector Phase 2 2 1 6 8 8 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 Minimum Split (s) 28.5 28.5 11.1 28.5 30.0 30.0 Total Split (s) 74.0 74.0 25.0 99.0 31.0 31.0 Total Split (%) 56.9% 56.9% 19.2% 76.2% 23.8% 23.8% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 All-Red Time (s) 2.8 2.8 2.4 2.8 4.0 4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.5 6.5 6.1 6.5 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None Act Effct Green (s) 84.5 84.5 22.7 115.9 10.0 10.0 Actuated g/C Ratio 0.65 0.65 0.17 0.89 0.08 0.08 v/c Ratio 0.65 0.10 0.74 0.24 0.02 0.16 Control Delay 8.8 0.6 44.1 3.5 55.8 24.0 Queue Delay 0.3 0.0 0.0 0.0 0.0 0.0 Total Delay 9.1 0.6 44.1 3.5 55.8 24.0 LOS A A D A E C Approach Delay 8.7 18.4 31.1 Approach LOS A B C Queue Length 50th (m) 178.0 3.4 54.4 18.6 0.7 0.0 Queue Length 95th (m) 203.1 m0.4 69.6 42.8 2.9 8.4 Internal Link Dist (m) 207.0 551.0 132.0 Turn Bay Length (m) 45.0 85.0 30.0 Base Capacity (vph) 3130 959 574 2989 600 294 Starvation Cap Reductn 436 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.75 0.10 0.74 0.24 0.01 0.07 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 129 (99%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 12.3 Intersection LOS: B Intersection Capacity Utilization 75.9% ICU Level of Service D Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: Constellation & Baseline
Synchro 7 - Report Projected 2018 AM 4: Woodroffe & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 553 1280 106 56 510 144 127 1067 54 296 451 454 Lane Group Flow (vph) 582 1347 112 59 537 152 134 1123 57 312 475 478 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 11.8 36.8 36.8 11.8 36.8 36.8 11.8 33.8 33.8 11.8 33.8 33.8 Total Split (s) 32.0 56.0 56.0 14.0 38.0 38.0 18.0 42.0 42.0 18.0 42.0 42.0 Total Split (%) 24.6% 43.1% 43.1% 10.8% 29.2% 29.2% 13.8% 32.3% 32.3% 13.8% 32.3% 32.3% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 24.9 52.6 52.6 7.0 32.2 32.2 10.0 34.6 34.6 11.2 35.7 35.7 Actuated g/C Ratio 0.19 0.40 0.40 0.05 0.25 0.25 0.08 0.27 0.27 0.09 0.27 0.27 v/c Ratio 0.94 0.99 0.18 0.65 0.65 0.32 0.53 0.88 0.13 1.11 0.36 0.70 Control Delay 91.9 57.9 29.1 91.6 48.4 7.9 65.6 54.5 9.6 141.2 38.9 15.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 91.9 57.9 29.1 91.6 48.4 7.9 65.6 54.5 9.6 141.2 38.9 15.4 LOS F E C F D A E D A F D B Approach Delay 66.0 43.6 53.6 55.2 Approach LOS E D D E Queue Length 50th (m) 82.3 ~191.7 13.0 15.1 65.9 0.0 17.2 100.6 0.0 ~47.1 35.9 20.3 Queue Length 95th (m) #112.2 #236.0 m29.5 #35.4 85.3 16.8 27.7 118.7 10.3 #76.4 46.9 61.8 Internal Link Dist (m) 551.0 237.7 358.3 305.3 Turn Bay Length (m) 55.0 25.0 100.0 95.0 115.0 105.0 85.0 50.0 Base Capacity (vph) 630 1358 607 93 830 474 280 1305 438 280 1325 680 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.92 0.99 0.18 0.63 0.65 0.32 0.48 0.86 0.13 1.11 0.36 0.70 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 16 (12%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 57.3 Intersection LOS: E Intersection Capacity Utilization 95.2% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 4: Woodroffe & Baseline
Synchro 7 - Report Projected 2018 AM 5: Centrepointe & Constellation
Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 31 129 388 52 135 411 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 33 136 408 55 142 433 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 99 pX, platoon unblocked vC, conflicting volume 909 204 463 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 909 204 463 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 86 83 87 cM capacity (veh/h) 239 803 1094 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 168 204 204 55 142 216 216 Volume Left 33 0 0 0 142 0 0 Volume Right 136 0 0 55 0 0 0 cSH 551 1700 1700 1700 1094 1700 1700 Volume to Capacity 0.31 0.12 0.12 0.03 0.13 0.13 0.13 Queue Length 95th (m) 9.8 0.0 0.0 0.0 3.4 0.0 0.0 Control Delay (s) 14.4 0.0 0.0 0.0 8.8 0.0 0.0 Lane LOS B A Approach Delay (s) 14.4 0.0 2.2 Approach LOS B Intersection Summary Average Delay 3.0 Intersection Capacity Utilization 39.4% ICU Level of Service A Analysis Period (min) 15
Synchro 7 - Report Projected 2018 PM 1: Centrepointe/Cobden & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR ø8 Lane Configurations Volume (vph) 41 914 138 110 1450 98 201 66 66 30 Lane Group Flow (vph) 43 962 145 116 1526 103 212 69 69 32 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 3! 7 7! 8 Permitted Phases 2 6 3 Detector Phase 5 2 2 1 6 6 3 3 7 7 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 7.0 Minimum Split (s) 11.4 28.0 28.0 11.4 28.0 28.0 16.0 16.0 16.0 16.0 24.3 Total Split (s) 15.0 59.0 59.0 15.0 59.0 59.0 56.0 56.0 23.0 23.0 33.0 Total Split (%) 11.5% 45.4% 45.4% 11.5% 45.4% 45.4% 43.1% 43.1% 17.7% 17.7% 25% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.3 2.3 2.7 2.3 2.3 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.0 6.0 6.4 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None Act Effct Green (s) 8.7 72.1 72.1 17.4 83.1 83.1 22.1 22.1 21.3 21.3 Actuated g/C Ratio 0.07 0.55 0.55 0.13 0.64 0.64 0.17 0.17 0.16 0.16 v/c Ratio 0.38 0.36 0.17 0.52 0.71 0.10 0.74 0.22 0.25 0.12 Control Delay 66.9 17.5 3.2 57.7 26.1 12.2 66.3 11.0 47.0 14.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.9 17.5 3.2 57.7 26.1 12.2 66.3 11.0 47.0 14.0 LOS E B A E C B E B D B Approach Delay 17.6 27.4 Approach LOS B C Queue Length 50th (m) 10.7 47.9 0.0 31.8 152.1 7.6 52.2 0.0 15.5 0.0 Queue Length 95th (m) 22.5 68.8 11.0 m42.9 196.6 m16.1 73.7 12.0 27.3 8.4 Internal Link Dist (m) 159.5 471.0 Turn Bay Length (m) 90.0 80.0 80.0 50.0 50.0 Base Capacity (vph) 124 2671 865 224 2144 984 645 606 292 288 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.36 0.17 0.52 0.71 0.10 0.33 0.11 0.24 0.11 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 26.4 Intersection LOS: C Intersection Capacity Utilization 76.4% ICU Level of Service D Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. ! Phase conflict between lane groups.
Splits and Phases: 1: Centrepointe/Cobden & Baseline
Synchro 7 - Report Projected 2018 PM 2: Centrepointe/Highgate & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR Lane Configurations Volume (vph) 36 776 234 249 1232 112 361 294 63 65 Lane Group Flow (vph) 38 817 246 262 1297 118 380 309 66 68 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 4 3 3 Permitted Phases 2 6 4 Detector Phase 5 2 2 1 6 6 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.2 23.7 23.7 11.2 23.7 23.7 36.4 36.4 11.4 11.4 Total Split (s) 22.0 49.0 49.0 22.0 49.0 49.0 36.0 36.0 23.0 23.0 Total Split (%) 16.9% 37.7% 37.7% 16.9% 37.7% 37.7% 27.7% 27.7% 17.7% 17.7% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.0 3.0 3.3 3.3 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.0 4.4 4.4 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.2 5.7 5.7 6.2 5.7 5.7 7.4 7.4 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None Act Effct Green (s) 8.4 54.6 54.6 15.2 63.7 63.7 24.1 24.1 10.5 10.5 Actuated g/C Ratio 0.06 0.42 0.42 0.12 0.49 0.49 0.19 0.19 0.08 0.08 v/c Ratio 0.35 0.40 0.34 0.69 0.79 0.18 0.63 0.60 0.49 0.37 Control Delay 88.4 16.9 1.6 59.7 40.9 8.2 53.0 9.9 68.6 18.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 88.4 16.9 1.6 59.7 40.9 8.2 53.0 9.9 68.6 18.1 LOS F B A E D A D A E B Approach Delay 16.0 41.5 Approach LOS B D Queue Length 50th (m) 10.2 26.4 0.0 29.4 184.9 6.0 44.4 0.0 16.5 0.0 Queue Length 95th (m) 22.5 25.6 2.5 43.7 #234.4 19.9 60.2 24.8 30.4 13.7 Internal Link Dist (m) 471.0 207.0 Turn Bay Length (m) 55.0 150.0 85.0 100.0 30.0 Base Capacity (vph) 204 2023 723 411 1643 655 721 550 214 251 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.40 0.34 0.64 0.79 0.18 0.53 0.56 0.31 0.27 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 17 (13%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 32.3 Intersection LOS: C Intersection Capacity Utilization 67.9% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 2: Centrepointe/Highgate & Baseline
Synchro 7 - Report Projected 2018 PM 3: Constellation & Baseline
Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Volume (vph) 1129 4 67 1569 24 38 Lane Group Flow (vph) 1188 4 71 1652 25 40 Turn Type NA Perm Prot NA NA Perm Protected Phases 2 1 6 8 Permitted Phases 2 8 Detector Phase 2 2 1 6 8 8 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 Minimum Split (s) 28.5 28.5 11.1 28.5 30.0 30.0 Total Split (s) 70.0 70.0 23.0 93.0 37.0 37.0 Total Split (%) 53.8% 53.8% 17.7% 71.5% 28.5% 28.5% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 All-Red Time (s) 2.8 2.8 2.4 2.8 4.0 4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.5 6.5 6.1 6.5 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None Act Effct Green (s) 99.3 99.3 8.2 111.2 10.0 10.0 Actuated g/C Ratio 0.76 0.76 0.06 0.86 0.08 0.08 v/c Ratio 0.32 0.00 0.34 0.58 0.10 0.26 Control Delay 3.6 2.0 45.3 17.8 56.9 20.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.6 2.0 45.3 17.8 56.9 20.9 LOS A A D B E C Approach Delay 3.6 18.9 34.8 Approach LOS A B C Queue Length 50th (m) 16.8 0.0 8.8 164.1 3.1 0.0 Queue Length 95th (m) 24.9 m0.2 m11.6 188.7 7.7 11.4 Internal Link Dist (m) 207.0 551.0 132.0 Turn Bay Length (m) 45.0 85.0 30.0 Base Capacity (vph) 3680 1146 423 2868 750 377 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.32 0.00 0.17 0.58 0.03 0.11 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 8 (6%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 13.2 Intersection LOS: B Intersection Capacity Utilization 65.4% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: Constellation & Baseline
Synchro 7 - Report Projected 2018 PM 4: Woodroffe & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 346 753 68 79 962 250 375 961 116 383 920 298 Lane Group Flow (vph) 364 793 72 83 1013 263 395 1012 122 403 968 314 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 11.8 36.8 36.8 11.8 36.8 36.8 11.8 33.8 33.8 11.8 33.8 33.8 Total Split (s) 25.0 45.0 45.0 20.0 40.0 40.0 26.0 38.0 38.0 27.0 39.0 39.0 Total Split (%) 19.2% 34.6% 34.6% 15.4% 30.8% 30.8% 20.0% 29.2% 29.2% 20.8% 30.0% 30.0% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 17.5 41.5 41.5 11.0 35.0 35.0 18.6 31.0 31.0 19.3 31.7 31.7 Actuated g/C Ratio 0.13 0.32 0.32 0.08 0.27 0.27 0.14 0.24 0.24 0.15 0.24 0.24 v/c Ratio 0.83 0.52 0.14 0.58 0.78 0.45 0.85 0.88 0.28 0.84 0.82 0.59 Control Delay 83.4 56.0 35.7 73.3 49.4 7.1 71.8 57.6 8.4 69.6 53.4 16.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.4 56.0 35.7 73.3 49.4 7.1 71.8 57.6 8.4 69.6 53.4 16.9 LOS F E D E D A E E A E D B Approach Delay 62.9 42.7 57.4 50.5 Approach LOS E D E D Queue Length 50th (m) 50.6 75.3 10.6 20.7 90.0 0.0 51.2 91.9 0.0 52.0 85.9 17.3 Queue Length 95th (m) #69.6 90.9 22.0 37.4 107.2 21.2 #74.0 #109.6 15.3 #73.0 102.7 47.4 Internal Link Dist (m) 551.0 237.7 358.3 305.3 Turn Bay Length (m) 55.0 25.0 100.0 95.0 115.0 105.0 85.0 50.0 Base Capacity (vph) 455 1538 497 170 1297 584 480 1162 443 505 1193 538 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.80 0.52 0.14 0.49 0.78 0.45 0.82 0.87 0.28 0.80 0.81 0.58 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 21 (16%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 53.1 Intersection LOS: D Intersection Capacity Utilization 90.3% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 4: Woodroffe & Baseline
Synchro 7 - Report Projected 2018 PM 5: Centrepointe & Constellation
Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 38 102 553 31 70 413 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 40 107 582 33 74 435 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 99 pX, platoon unblocked vC, conflicting volume 947 291 615 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 947 291 615 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 83 85 92 cM capacity (veh/h) 240 705 961 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 147 291 291 33 74 217 217 Volume Left 40 0 0 0 74 0 0 Volume Right 107 0 0 33 0 0 0 cSH 462 1700 1700 1700 961 1700 1700 Volume to Capacity 0.32 0.17 0.17 0.02 0.08 0.13 0.13 Queue Length 95th (m) 10.3 0.0 0.0 0.0 1.9 0.0 0.0 Control Delay (s) 16.4 0.0 0.0 0.0 9.1 0.0 0.0 Lane LOS C A Approach Delay (s) 16.4 0.0 1.3 Approach LOS C Intersection Summary Average Delay 2.4 Intersection Capacity Utilization 39.1% ICU Level of Service A Analysis Period (min) 15
Synchro 7 - Report Projected 2013 AM Optimized 1: Centrepointe/Cobden & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR ø8 Lane Configurations Volume (vph) 22 1649 140 32 649 37 175 150 83 22 Lane Group Flow (vph) 23 1736 147 34 683 39 184 158 87 23 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 3! 7 7! 8 Permitted Phases 2 6 3 Detector Phase 5 2 2 1 6 6 3 3 7 7 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 7.0 Minimum Split (s) 11.4 28.0 28.0 11.4 28.0 28.0 16.0 16.0 16.0 16.0 24.0 Total Split (s) 15.0 47.0 47.0 15.0 47.0 47.0 68.0 68.0 35.0 35.0 33.0 Total Split (%) 11.5% 36.2% 36.2% 11.5% 36.2% 36.2% 52.3% 52.3% 26.9% 26.9% 25% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.3 2.3 2.7 2.3 2.3 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.0 6.0 6.4 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None Act Effct Green (s) 7.3 88.4 88.4 8.1 89.0 89.0 20.1 20.1 20.1 20.1 Actuated g/C Ratio 0.06 0.68 0.68 0.06 0.68 0.68 0.15 0.15 0.15 0.15 v/c Ratio 0.24 0.53 0.15 0.32 0.30 0.04 0.71 0.44 0.34 0.09 Control Delay 64.1 13.1 4.4 52.2 16.0 12.2 66.4 10.5 50.8 16.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.1 13.1 4.4 52.2 16.0 12.2 66.4 10.5 50.8 16.0 LOS E B A D B B E B D B Approach Delay 13.1 17.4 Approach LOS B B Queue Length 50th (m) 5.8 84.9 3.9 8.6 27.4 0.2 45.4 0.0 20.1 0.0 Queue Length 95th (m) 14.8 122.9 14.7 19.7 80.6 9.1 65.7 17.7 33.7 7.5 Internal Link Dist (m) 159.5 471.0 Turn Bay Length (m) 90.0 80.0 80.0 50.0 50.0 Base Capacity (vph) 114 3276 1003 119 2297 1013 799 782 374 352 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.53 0.15 0.29 0.30 0.04 0.23 0.20 0.23 0.07 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 LOS: B Intersection Capacity Utilization 63.5% ICU Level of Service B Analysis Period (min) 15 ! Phase conflict between lane groups.
Splits and Phases: 1: Centrepointe/Cobden & Baseline
Synchro 7 - Report Projected 2013 AM Optimized 2: Centrepointe/Highgate & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR Lane Configurations Volume (vph) 1 1517 364 182 469 22 177 340 94 72 Lane Group Flow (vph) 1 1597 383 192 494 23 186 358 99 76 Turn Type Perm NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 2 1 6 4 3 3 Permitted Phases 2 2 6 4 Detector Phase 2 2 2 1 6 6 4 4 3 3 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.7 23.7 23.7 11.2 23.7 23.7 36.4 36.4 11.4 11.4 Total Split (s) 50.0 50.0 50.0 24.0 74.0 74.0 36.0 36.0 20.0 20.0 Total Split (%) 38.5% 38.5% 38.5% 18.5% 56.9% 56.9% 27.7% 27.7% 15.4% 15.4% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.0 3.0 3.3 3.3 All-Red Time (s) 2.0 2.0 2.0 2.5 2.0 2.0 4.4 4.4 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.7 6.2 5.7 5.7 7.4 7.4 6.4 6.4 Lead/Lag Lag Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None C-Max C-Max None None None None Act Effct Green (s) 61.4 61.4 61.4 13.0 80.6 80.6 18.1 18.1 11.8 11.8 Actuated g/C Ratio 0.47 0.47 0.47 0.10 0.62 0.62 0.14 0.14 0.09 0.09 v/c Ratio 0.00 0.70 0.43 0.59 0.24 0.03 0.41 0.76 0.65 0.37 Control Delay 16.0 28.6 11.3 60.4 9.9 5.0 52.0 19.0 76.5 16.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.0 28.6 11.3 60.4 9.9 5.0 52.0 19.0 76.5 16.8 LOS B C B E A A D B E B Approach Delay 25.2 23.4 Approach LOS C C Queue Length 50th (m) 0.1 122.1 36.5 23.6 37.5 0.4 23.8 10.4 24.7 0.0 Queue Length 95th (m) m0.0 #177.1 78.0 37.7 46.0 4.6 31.0 40.4 43.2 14.6 Internal Link Dist (m) 471.0 207.0 Turn Bay Length (m) 55.0 150.0 85.0 100.0 30.0 Base Capacity (vph) 385 2277 896 445 2080 881 715 563 175 225 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.00 0.70 0.43 0.43 0.24 0.03 0.26 0.64 0.57 0.34 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 113 (87%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 27.0 Intersection LOS: C Intersection Capacity Utilization 76.8% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 2: Centrepointe/Highgate & Baseline
Synchro 7 - Report Projected 2013 AM Optimized 3: Constellation & Baseline
Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Volume (vph) 1858 93 401 667 6 20 Lane Group Flow (vph) 1956 98 422 702 6 21 Turn Type NA Perm Prot NA NA Perm Protected Phases 2 1 6 8 Permitted Phases 2 8 Detector Phase 2 2 1 6 8 8 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 Minimum Split (s) 28.5 28.5 11.1 28.5 30.0 30.0 Total Split (s) 74.0 74.0 25.0 99.0 31.0 31.0 Total Split (%) 56.9% 56.9% 19.2% 76.2% 23.8% 23.8% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 All-Red Time (s) 2.8 2.8 2.4 2.8 4.0 4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.5 6.5 6.1 6.5 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None Act Effct Green (s) 84.5 84.5 22.7 115.9 10.0 10.0 Actuated g/C Ratio 0.65 0.65 0.17 0.89 0.08 0.08 v/c Ratio 0.62 0.10 0.74 0.23 0.02 0.16 Control Delay 8.5 0.7 44.6 1.6 55.8 24.0 Queue Delay 0.2 0.0 0.0 0.0 0.0 0.0 Total Delay 8.7 0.7 44.6 1.6 55.8 24.0 LOS A A D A E C Approach Delay 8.4 17.8 31.1 Approach LOS A B C Queue Length 50th (m) 171.1 3.5 53.9 10.7 0.7 0.0 Queue Length 95th (m) 23.4 m0.5 68.1 11.2 2.9 8.4 Internal Link Dist (m) 207.0 551.0 132.0 Turn Bay Length (m) 45.0 85.0 30.0 Base Capacity (vph) 3130 960 574 2989 600 294 Starvation Cap Reductn 436 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.73 0.10 0.74 0.23 0.01 0.07 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 129 (99%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 11.9 Intersection LOS: B Intersection Capacity Utilization 74.6% ICU Level of Service D Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: Constellation & Baseline
Synchro 7 - Report Projected 2013 AM Optimized 4: Woodroffe & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 553 1219 106 56 485 144 127 1015 54 296 429 454 Lane Group Flow (vph) 582 1283 112 59 511 152 134 1068 57 312 452 478 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 11.8 36.8 36.8 11.8 36.8 36.8 11.8 33.8 33.8 11.8 33.8 33.8 Total Split (s) 33.0 53.0 53.0 17.0 37.0 37.0 16.0 39.0 39.0 21.0 44.0 44.0 Total Split (%) 25.4% 40.8% 40.8% 13.1% 28.5% 28.5% 12.3% 30.0% 30.0% 16.2% 33.8% 33.8% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 25.6 50.3 50.3 8.9 31.1 31.1 8.9 32.0 32.0 14.2 37.3 37.3 Actuated g/C Ratio 0.20 0.39 0.39 0.07 0.24 0.24 0.07 0.25 0.25 0.11 0.29 0.29 v/c Ratio 0.91 0.69 0.19 0.51 0.44 0.33 0.60 0.90 0.14 0.88 0.33 0.68 Control Delay 88.6 38.6 27.8 73.7 43.8 8.1 70.6 58.8 10.3 82.5 37.3 12.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 88.6 38.6 27.8 73.7 43.8 8.1 70.6 58.8 10.3 82.5 37.3 12.8 LOS F D C E D A E E B F D B Approach Delay 52.7 38.7 57.9 39.2 Approach LOS D D E D Queue Length 50th (m) 82.2 74.2 12.1 14.7 41.4 0.0 17.4 97.3 0.0 41.2 33.5 15.5 Queue Length 95th (m) #108.6 100.3 m29.3 29.1 53.1 17.0 28.1 #120.7 10.7 #66.2 43.5 53.8 Internal Link Dist (m) 551.0 237.7 358.3 305.3 Turn Bay Length (m) 55.0 25.0 100.0 95.0 115.0 105.0 85.0 50.0 Base Capacity (vph) 655 1864 590 132 1152 463 230 1193 406 355 1381 707 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.89 0.69 0.19 0.45 0.44 0.33 0.58 0.90 0.14 0.88 0.33 0.68 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 16 (12%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 48.8 Intersection LOS: D Intersection Capacity Utilization 94.4% ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 4: Woodroffe & Baseline
Synchro 7 - Report Projected 2013 AM Optimized 5: Centrepointe & Constellation
Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 31 129 388 52 135 411 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 33 136 408 55 142 433 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 99 pX, platoon unblocked vC, conflicting volume 909 204 463 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 909 204 463 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 86 83 87 cM capacity (veh/h) 239 803 1094 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 168 204 204 55 142 216 216 Volume Left 33 0 0 0 142 0 0 Volume Right 136 0 0 55 0 0 0 cSH 551 1700 1700 1700 1094 1700 1700 Volume to Capacity 0.31 0.12 0.12 0.03 0.13 0.13 0.13 Queue Length 95th (m) 9.8 0.0 0.0 0.0 3.4 0.0 0.0 Control Delay (s) 14.4 0.0 0.0 0.0 8.8 0.0 0.0 Lane LOS B A Approach Delay (s) 14.4 0.0 2.2 Approach LOS B Intersection Summary Average Delay 3.0 Intersection Capacity Utilization 39.4% ICU Level of Service A Analysis Period (min) 15
Synchro 7 - Report Projected 2013 PM Optimized 1: Centrepointe/Cobden & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR ø8 Lane Configurations Volume (vph) 41 879 138 110 1405 98 201 66 66 30 Lane Group Flow (vph) 43 925 145 116 1479 103 212 69 69 32 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 3! 7 7! 8 Permitted Phases 2 6 3 Detector Phase 5 2 2 1 6 6 3 3 7 7 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 7.0 Minimum Split (s) 11.4 28.0 28.0 11.4 28.0 28.0 11.0 11.0 11.0 11.0 33.0 Total Split (s) 15.0 59.0 59.0 15.0 59.0 59.0 56.0 56.0 23.0 23.0 33.0 Total Split (%) 11.5% 45.4% 45.4% 11.5% 45.4% 45.4% 43.1% 43.1% 17.7% 17.7% 25% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.3 2.3 2.7 2.3 2.3 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.0 6.0 6.4 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None Act Effct Green (s) 8.7 72.1 72.1 17.4 83.1 83.1 22.1 22.1 20.6 20.6 Actuated g/C Ratio 0.07 0.55 0.55 0.13 0.64 0.64 0.17 0.17 0.16 0.16 v/c Ratio 0.38 0.35 0.17 0.52 0.69 0.10 0.74 0.22 0.26 0.12 Control Delay 66.9 17.3 3.2 57.0 19.3 3.3 66.3 11.0 47.4 14.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.9 17.3 3.2 57.0 19.3 3.3 66.3 11.0 47.4 14.1 LOS E B A E B A E B D B Approach Delay 17.4 20.9 Approach LOS B C Queue Length 50th (m) 10.7 45.6 0.0 23.8 165.8 4.3 52.2 0.0 15.5 0.0 Queue Length 95th (m) 22.5 65.8 11.0 m33.7 189.8 m9.3 73.7 12.0 27.3 8.4 Internal Link Dist (m) 159.5 471.0 Turn Bay Length (m) 90.0 80.0 80.0 50.0 50.0 Base Capacity (vph) 124 2671 865 224 2144 985 645 606 292 288 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.35 0.17 0.52 0.69 0.10 0.33 0.11 0.24 0.11 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 81 (62%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 23.0 Intersection LOS: C Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. ! Phase conflict between lane groups.
Splits and Phases: 1: Centrepointe/Cobden & Baseline
Synchro 7 - Report Projected 2013 PM Optimized 2: Centrepointe/Highgate & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR Lane Configurations Volume (vph) 36 741 234 249 1187 112 361 294 63 65 Lane Group Flow (vph) 38 780 246 262 1249 118 380 309 66 68 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 4 3 3 Permitted Phases 2 6 4 Detector Phase 5 2 2 1 6 6 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.2 23.7 23.7 11.2 23.7 23.7 36.4 36.4 11.4 11.4 Total Split (s) 22.0 49.0 49.0 22.0 49.0 49.0 36.0 36.0 23.0 23.0 Total Split (%) 16.9% 37.7% 37.7% 16.9% 37.7% 37.7% 27.7% 27.7% 17.7% 17.7% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.0 3.0 3.3 3.3 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.0 4.4 4.4 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.2 5.7 5.7 6.2 5.7 5.7 7.4 7.4 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None Act Effct Green (s) 8.4 54.6 54.6 15.2 63.7 63.7 24.1 24.1 10.5 10.5 Actuated g/C Ratio 0.06 0.42 0.42 0.12 0.49 0.49 0.19 0.19 0.08 0.08 v/c Ratio 0.35 0.39 0.34 0.69 0.76 0.18 0.63 0.60 0.49 0.37 Control Delay 51.1 30.5 18.9 58.7 40.7 8.4 53.0 9.9 68.6 18.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.1 30.5 18.9 58.7 40.7 8.4 53.0 9.9 68.6 18.1 LOS D C B E D A D A E B Approach Delay 28.6 41.3 Approach LOS C D Queue Length 50th (m) 9.4 66.3 27.1 29.1 177.6 6.2 44.4 0.0 16.5 0.0 Queue Length 95th (m) 20.4 83.6 58.1 43.5 #220.6 20.4 60.2 24.8 30.4 13.7 Internal Link Dist (m) 471.0 207.0 Turn Bay Length (m) 55.0 150.0 85.0 100.0 30.0 Base Capacity (vph) 204 2023 723 411 1643 657 721 550 214 251 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.39 0.34 0.64 0.76 0.18 0.53 0.56 0.31 0.27 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 17 (13%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 36.0 Intersection LOS: D Intersection Capacity Utilization 66.6% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 2: Centrepointe/Highgate & Baseline
Synchro 7 - Report Projected 2013 PM Optimized 3: Constellation & Baseline
Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Volume (vph) 1094 4 67 1524 24 38 Lane Group Flow (vph) 1152 4 71 1604 25 40 Turn Type NA Perm Prot NA NA Perm Protected Phases 2 1 6 8 Permitted Phases 2 8 Detector Phase 2 2 1 6 8 8 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 Minimum Split (s) 28.5 28.5 11.1 28.5 30.0 30.0 Total Split (s) 70.0 70.0 23.0 93.0 37.0 37.0 Total Split (%) 53.8% 53.8% 17.7% 71.5% 28.5% 28.5% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 All-Red Time (s) 2.8 2.8 2.4 2.8 4.0 4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.5 6.5 6.1 6.5 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None Act Effct Green (s) 99.3 99.3 8.2 111.2 10.0 10.0 Actuated g/C Ratio 0.76 0.76 0.06 0.86 0.08 0.08 v/c Ratio 0.31 0.00 0.34 0.56 0.10 0.26 Control Delay 3.5 1.2 46.6 16.6 56.9 20.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.5 1.2 46.6 16.6 56.9 20.9 LOS A A D B E C Approach Delay 3.4 17.8 34.8 Approach LOS A B C Queue Length 50th (m) 15.3 0.0 8.7 156.7 3.1 0.0 Queue Length 95th (m) 23.0 m0.2 m12.2 176.9 7.7 11.4 Internal Link Dist (m) 207.0 551.0 132.0 Turn Bay Length (m) 45.0 85.0 30.0 Base Capacity (vph) 3680 1147 423 2868 750 377 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.31 0.00 0.17 0.56 0.03 0.11 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 8 (6%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.56 Intersection Signal Delay: 12.5 Intersection LOS: B Intersection Capacity Utilization 64.1% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: Constellation & Baseline
Synchro 7 - Report Projected 2013 PM Optimized 4: Woodroffe & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 346 718 68 79 917 250 375 914 116 383 875 298 Lane Group Flow (vph) 364 756 72 83 965 263 395 962 122 403 921 314 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 11.8 36.8 36.8 11.8 36.8 36.8 11.8 33.8 33.8 11.8 33.8 33.8 Total Split (s) 26.0 46.0 46.0 20.0 40.0 40.0 27.0 37.0 37.0 27.0 37.0 37.0 Total Split (%) 20.0% 35.4% 35.4% 15.4% 30.8% 30.8% 20.8% 28.5% 28.5% 20.8% 28.5% 28.5% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 18.0 42.5 42.5 11.0 35.5 35.5 19.1 30.0 30.0 19.3 30.1 30.1 Actuated g/C Ratio 0.14 0.33 0.33 0.08 0.27 0.27 0.15 0.23 0.23 0.15 0.23 0.23 v/c Ratio 0.81 0.48 0.14 0.58 0.73 0.45 0.83 0.87 0.28 0.84 0.82 0.61 Control Delay 83.2 52.0 34.5 73.3 47.4 7.0 69.0 57.3 8.6 69.6 54.6 18.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.2 52.0 34.5 73.3 47.4 7.0 69.0 57.3 8.6 69.6 54.6 18.0 LOS F D C E D A E E A E D B Approach Delay 60.5 41.0 56.4 51.3 Approach LOS E D E D Queue Length 50th (m) 50.7 71.2 10.5 20.7 84.7 0.0 50.7 87.1 0.0 52.0 82.6 17.9 Queue Length 95th (m) 67.3 86.7 22.1 37.4 101.4 21.2 #69.0 104.2 15.5 #73.0 99.3 48.8 Internal Link Dist (m) 551.0 237.7 358.3 305.3 Turn Bay Length (m) 55.0 25.0 100.0 95.0 115.0 105.0 85.0 50.0 Base Capacity (vph) 480 1577 510 170 1317 589 505 1125 433 505 1128 520 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.76 0.48 0.14 0.49 0.73 0.45 0.78 0.86 0.28 0.80 0.82 0.60 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 21 (16%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 52.2 Intersection LOS: D Intersection Capacity Utilization 89.7% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 4: Woodroffe & Baseline
Synchro 7 - Report Projected 2013 PM Optimized 5: Centrepointe & Constellation
Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 38 102 553 31 70 413 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 40 107 582 33 74 435 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 99 pX, platoon unblocked vC, conflicting volume 947 291 615 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 947 291 615 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 83 85 92 cM capacity (veh/h) 240 705 961 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 147 291 291 33 74 217 217 Volume Left 40 0 0 0 74 0 0 Volume Right 107 0 0 33 0 0 0 cSH 462 1700 1700 1700 961 1700 1700 Volume to Capacity 0.32 0.17 0.17 0.02 0.08 0.13 0.13 Queue Length 95th (m) 10.3 0.0 0.0 0.0 1.9 0.0 0.0 Control Delay (s) 16.4 0.0 0.0 0.0 9.1 0.0 0.0 Lane LOS C A Approach Delay (s) 16.4 0.0 1.3 Approach LOS C Intersection Summary Average Delay 2.4 Intersection Capacity Utilization 39.1% ICU Level of Service A Analysis Period (min) 15
Synchro 7 - Report Projected 2018 AM Optimized 1: Centrepointe/Cobden & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR ø8 Lane Configurations Volume (vph) 22 1710 140 32 674 37 175 150 83 22 Lane Group Flow (vph) 23 1800 147 34 709 39 184 158 87 23 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 3! 7 7! 8 Permitted Phases 2 6 3 Detector Phase 5 2 2 1 6 6 3 3 7 7 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 7.0 Minimum Split (s) 11.4 28.0 28.0 11.4 28.0 28.0 16.0 16.0 16.0 16.0 24.0 Total Split (s) 15.0 47.0 47.0 15.0 47.0 47.0 68.0 68.0 35.0 35.0 33.0 Total Split (%) 11.5% 36.2% 36.2% 11.5% 36.2% 36.2% 52.3% 52.3% 26.9% 26.9% 25% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.3 2.3 2.7 2.3 2.3 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.0 6.0 6.4 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None Act Effct Green (s) 7.3 88.4 88.4 8.1 89.0 89.0 20.1 20.1 20.1 20.1 Actuated g/C Ratio 0.06 0.68 0.68 0.06 0.68 0.68 0.15 0.15 0.15 0.15 v/c Ratio 0.24 0.55 0.15 0.32 0.31 0.04 0.71 0.44 0.34 0.09 Control Delay 64.1 13.5 4.6 52.5 16.2 12.2 66.4 10.5 50.8 16.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.1 13.5 4.6 52.5 16.2 12.2 66.4 10.5 50.8 16.0 LOS E B A D B B E B D B Approach Delay 13.4 17.6 Approach LOS B B Queue Length 50th (m) 5.8 90.1 4.3 8.6 29.1 0.2 45.4 0.0 20.1 0.0 Queue Length 95th (m) 14.8 129.7 15.2 19.5 84.9 9.2 65.7 17.7 33.7 7.5 Internal Link Dist (m) 159.5 471.0 Turn Bay Length (m) 90.0 80.0 80.0 50.0 50.0 Base Capacity (vph) 114 3276 1002 119 2297 1013 799 782 374 352 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.55 0.15 0.29 0.31 0.04 0.23 0.20 0.23 0.07 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: 18.4 Intersection LOS: B Intersection Capacity Utilization 64.7% ICU Level of Service C Analysis Period (min) 15 ! Phase conflict between lane groups.
Splits and Phases: 1: Centrepointe/Cobden & Baseline
Synchro 7 - Report Projected 2018 AM Optimized 2: Centrepointe/Highgate & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR Lane Configurations Volume (vph) 1 1578 364 182 494 22 177 340 94 72 Lane Group Flow (vph) 1 1661 383 192 520 23 186 358 99 76 Turn Type Perm NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 2 1 6 4 3 3 Permitted Phases 2 2 6 4 Detector Phase 2 2 2 1 6 6 4 4 3 3 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.7 23.7 23.7 11.2 23.7 23.7 36.4 36.4 11.4 11.4 Total Split (s) 50.0 50.0 50.0 24.0 74.0 74.0 36.0 36.0 20.0 20.0 Total Split (%) 38.5% 38.5% 38.5% 18.5% 56.9% 56.9% 27.7% 27.7% 15.4% 15.4% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.0 3.0 3.3 3.3 All-Red Time (s) 2.0 2.0 2.0 2.5 2.0 2.0 4.4 4.4 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 5.7 5.7 6.2 5.7 5.7 7.4 7.4 6.4 6.4 Lead/Lag Lag Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None C-Max C-Max None None None None Act Effct Green (s) 61.4 61.4 61.4 13.0 80.6 80.6 18.1 18.1 11.8 11.8 Actuated g/C Ratio 0.47 0.47 0.47 0.10 0.62 0.62 0.14 0.14 0.09 0.09 v/c Ratio 0.00 0.73 0.43 0.59 0.25 0.03 0.41 0.76 0.65 0.37 Control Delay 15.0 29.2 11.1 60.3 9.5 5.0 52.0 19.1 76.5 16.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 Total Delay 15.0 29.2 11.1 60.3 9.5 5.0 52.0 19.1 76.6 16.8 LOS B C B E A A D B E B Approach Delay 25.8 22.6 Approach LOS C C Queue Length 50th (m) 0.1 129.7 36.7 22.9 39.6 0.4 23.8 10.7 24.7 0.0 Queue Length 95th (m) m0.0 #189.7 78.0 37.8 46.7 4.4 31.0 40.7 43.2 14.6 Internal Link Dist (m) 471.0 207.0 Turn Bay Length (m) 55.0 150.0 85.0 100.0 30.0 Base Capacity (vph) 376 2277 896 445 2080 881 715 563 175 225 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 1 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.00 0.73 0.43 0.43 0.25 0.03 0.26 0.64 0.57 0.34 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 113 (87%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 27.1 Intersection LOS: C Intersection Capacity Utilization 78.0% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 2: Centrepointe/Highgate & Baseline
Synchro 7 - Report Projected 2018 AM Optimized 3: Constellation & Baseline
Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Volume (vph) 1919 93 401 692 6 20 Lane Group Flow (vph) 2020 98 422 728 6 21 Turn Type NA Perm Prot NA NA Perm Protected Phases 2 1 6 8 Permitted Phases 2 8 Detector Phase 2 2 1 6 8 8 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 Minimum Split (s) 28.5 28.5 11.1 28.5 30.0 30.0 Total Split (s) 74.0 74.0 25.0 99.0 31.0 31.0 Total Split (%) 56.9% 56.9% 19.2% 76.2% 23.8% 23.8% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 All-Red Time (s) 2.8 2.8 2.4 2.8 4.0 4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.5 6.5 6.1 6.5 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None Act Effct Green (s) 84.5 84.5 22.7 115.9 10.0 10.0 Actuated g/C Ratio 0.65 0.65 0.17 0.89 0.08 0.08 v/c Ratio 0.65 0.10 0.74 0.24 0.02 0.16 Control Delay 8.8 0.6 44.7 1.7 55.8 24.0 Queue Delay 0.3 0.0 0.0 0.0 0.0 0.0 Total Delay 9.1 0.6 44.7 1.7 55.8 24.0 LOS A A D A E C Approach Delay 8.7 17.5 31.1 Approach LOS A B C Queue Length 50th (m) 178.0 3.4 53.3 10.7 0.7 0.0 Queue Length 95th (m) 203.1 m0.4 68.4 13.7 2.9 8.4 Internal Link Dist (m) 207.0 551.0 132.0 Turn Bay Length (m) 45.0 85.0 30.0 Base Capacity (vph) 3130 959 574 2989 600 294 Starvation Cap Reductn 436 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.75 0.10 0.74 0.24 0.01 0.07 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 129 (99%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 12.0 Intersection LOS: B Intersection Capacity Utilization 75.9% ICU Level of Service D Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: Constellation & Baseline
Synchro 7 - Report Projected 2018 AM Optimized 4: Woodroffe & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 553 1280 106 56 510 144 127 1067 54 296 451 454 Lane Group Flow (vph) 582 1347 112 59 537 152 134 1123 57 312 475 478 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 11.8 36.8 36.8 11.8 36.8 36.8 11.8 33.8 33.8 11.8 33.8 33.8 Total Split (s) 31.0 54.0 54.0 14.0 37.0 37.0 16.0 41.0 41.0 21.0 46.0 46.0 Total Split (%) 23.8% 41.5% 41.5% 10.8% 28.5% 28.5% 12.3% 31.5% 31.5% 16.2% 35.4% 35.4% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 24.4 50.4 50.4 7.0 30.5 30.5 8.9 33.8 33.8 14.2 39.1 39.1 Actuated g/C Ratio 0.19 0.39 0.39 0.05 0.23 0.23 0.07 0.26 0.26 0.11 0.30 0.30 v/c Ratio 0.96 0.72 0.19 0.65 0.48 0.33 0.60 0.90 0.13 0.88 0.33 0.68 Control Delay 94.8 39.0 28.1 91.6 44.6 8.2 70.6 56.7 9.9 82.5 36.0 14.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 94.8 39.0 28.1 91.6 44.6 8.2 70.6 56.7 9.9 82.5 36.0 14.5 LOS F D C F D A E E A F D B Approach Delay 54.3 40.9 56.1 39.3 Approach LOS D D E D Queue Length 50th (m) 82.3 79.7 12.8 15.1 43.8 0.0 17.4 101.7 0.0 41.2 34.5 21.8 Queue Length 95th (m) #115.7 106.2 m28.9 #35.4 55.8 17.0 28.1 #120.6 10.4 #66.2 44.7 61.5 Internal Link Dist (m) 551.0 237.7 358.3 305.3 Turn Bay Length (m) 55.0 25.0 100.0 95.0 115.0 105.0 85.0 50.0 Base Capacity (vph) 609 1868 590 93 1129 457 230 1268 427 355 1453 704 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.96 0.72 0.19 0.63 0.48 0.33 0.58 0.89 0.13 0.88 0.33 0.68 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 16 (12%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 49.4 Intersection LOS: D Intersection Capacity Utilization 95.2% ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 4: Woodroffe & Baseline
Synchro 7 - Report Projected 2018 AM Optimized 5: Centrepointe & Constellation
Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 31 129 388 52 135 411 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 33 136 408 55 142 433 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 99 pX, platoon unblocked vC, conflicting volume 909 204 463 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 909 204 463 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 86 83 87 cM capacity (veh/h) 239 803 1094 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 168 204 204 55 142 216 216 Volume Left 33 0 0 0 142 0 0 Volume Right 136 0 0 55 0 0 0 cSH 551 1700 1700 1700 1094 1700 1700 Volume to Capacity 0.31 0.12 0.12 0.03 0.13 0.13 0.13 Queue Length 95th (m) 9.8 0.0 0.0 0.0 3.4 0.0 0.0 Control Delay (s) 14.4 0.0 0.0 0.0 8.8 0.0 0.0 Lane LOS B A Approach Delay (s) 14.4 0.0 2.2 Approach LOS B Intersection Summary Average Delay 3.0 Intersection Capacity Utilization 39.4% ICU Level of Service A Analysis Period (min) 15
Synchro 7 - Report Projected 2018 PM Optimized 1: Centrepointe/Cobden & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR ø8 Lane Configurations Volume (vph) 41 914 138 110 1450 98 201 66 66 30 Lane Group Flow (vph) 43 962 145 116 1526 103 212 69 69 32 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 3! 7 7! 8 Permitted Phases 2 6 3 Detector Phase 5 2 2 1 6 6 3 3 7 7 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 7.0 Minimum Split (s) 11.4 28.0 28.0 11.4 28.0 28.0 16.0 16.0 16.0 16.0 24.3 Total Split (s) 15.0 59.0 59.0 15.0 59.0 59.0 56.0 56.0 23.0 23.0 33.0 Total Split (%) 11.5% 45.4% 45.4% 11.5% 45.4% 45.4% 43.1% 43.1% 17.7% 17.7% 25% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 2.7 2.3 2.3 2.7 2.3 2.3 2.7 2.7 2.7 2.7 2.7 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.0 6.0 6.4 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None Act Effct Green (s) 8.7 72.1 72.1 17.4 83.1 83.1 22.1 22.1 21.3 21.3 Actuated g/C Ratio 0.07 0.55 0.55 0.13 0.64 0.64 0.17 0.17 0.16 0.16 v/c Ratio 0.38 0.36 0.17 0.52 0.71 0.10 0.74 0.22 0.25 0.12 Control Delay 66.9 17.5 3.2 57.7 26.1 12.2 66.3 11.0 47.0 14.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.9 17.5 3.2 57.7 26.1 12.2 66.3 11.0 47.0 14.0 LOS E B A E C B E B D B Approach Delay 17.6 27.4 Approach LOS B C Queue Length 50th (m) 10.7 47.9 0.0 31.8 152.1 7.6 52.2 0.0 15.5 0.0 Queue Length 95th (m) 22.5 68.8 11.0 m42.9 196.6 m16.1 73.7 12.0 27.3 8.4 Internal Link Dist (m) 159.5 471.0 Turn Bay Length (m) 90.0 80.0 80.0 50.0 50.0 Base Capacity (vph) 124 2671 865 224 2144 984 645 606 292 288 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.36 0.17 0.52 0.71 0.10 0.33 0.11 0.24 0.11 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 26.4 Intersection LOS: C Intersection Capacity Utilization 76.4% ICU Level of Service D Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. ! Phase conflict between lane groups.
Splits and Phases: 1: Centrepointe/Cobden & Baseline
Synchro 7 - Report Projected 2018 PM Optimized 2: Centrepointe/Highgate & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR Lane Configurations Volume (vph) 36 776 234 249 1232 112 361 294 63 65 Lane Group Flow (vph) 38 817 246 262 1297 118 380 309 66 68 Turn Type Prot NA Perm Prot NA Perm Prot custom Prot custom Protected Phases 5 2 1 6 4 3 3 Permitted Phases 2 6 4 Detector Phase 5 2 2 1 6 6 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.2 23.7 23.7 11.2 23.7 23.7 36.4 36.4 11.4 11.4 Total Split (s) 22.0 49.0 49.0 22.0 49.0 49.0 36.0 36.0 23.0 23.0 Total Split (%) 16.9% 37.7% 37.7% 16.9% 37.7% 37.7% 27.7% 27.7% 17.7% 17.7% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.0 3.0 3.3 3.3 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.0 4.4 4.4 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.2 5.7 5.7 6.2 5.7 5.7 7.4 7.4 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None Act Effct Green (s) 8.4 54.6 54.6 15.2 63.7 63.7 24.1 24.1 10.5 10.5 Actuated g/C Ratio 0.06 0.42 0.42 0.12 0.49 0.49 0.19 0.19 0.08 0.08 v/c Ratio 0.35 0.40 0.34 0.69 0.79 0.18 0.63 0.60 0.49 0.37 Control Delay 88.4 16.9 1.6 59.7 40.9 8.2 53.0 9.9 68.6 18.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 88.4 16.9 1.6 59.7 40.9 8.2 53.0 9.9 68.6 18.1 LOS F B A E D A D A E B Approach Delay 16.0 41.5 Approach LOS B D Queue Length 50th (m) 10.2 26.4 0.0 29.4 184.9 6.0 44.4 0.0 16.5 0.0 Queue Length 95th (m) 22.5 25.6 2.5 43.7 #234.4 19.9 60.2 24.8 30.4 13.7 Internal Link Dist (m) 471.0 207.0 Turn Bay Length (m) 55.0 150.0 85.0 100.0 30.0 Base Capacity (vph) 204 2023 723 411 1643 655 721 550 214 251 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.40 0.34 0.64 0.79 0.18 0.53 0.56 0.31 0.27 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 17 (13%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 32.3 Intersection LOS: C Intersection Capacity Utilization 67.9% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 2: Centrepointe/Highgate & Baseline
Synchro 7 - Report Projected 2018 PM Optimized 3: Constellation & Baseline
Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Volume (vph) 1129 4 67 1569 24 38 Lane Group Flow (vph) 1188 4 71 1652 25 40 Turn Type NA Perm Prot NA NA Perm Protected Phases 2 1 6 8 Permitted Phases 2 8 Detector Phase 2 2 1 6 8 8 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 Minimum Split (s) 28.5 28.5 11.1 28.5 30.0 30.0 Total Split (s) 70.0 70.0 23.0 93.0 37.0 37.0 Total Split (%) 53.8% 53.8% 17.7% 71.5% 28.5% 28.5% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 All-Red Time (s) 2.8 2.8 2.4 2.8 4.0 4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.5 6.5 6.1 6.5 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None Act Effct Green (s) 99.3 99.3 8.2 111.2 10.0 10.0 Actuated g/C Ratio 0.76 0.76 0.06 0.86 0.08 0.08 v/c Ratio 0.32 0.00 0.34 0.58 0.10 0.26 Control Delay 3.6 2.0 45.3 17.8 56.9 20.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.6 2.0 45.3 17.8 56.9 20.9 LOS A A D B E C Approach Delay 3.6 18.9 34.8 Approach LOS A B C Queue Length 50th (m) 16.8 0.0 8.8 164.1 3.1 0.0 Queue Length 95th (m) 24.9 m0.2 m11.6 188.7 7.7 11.4 Internal Link Dist (m) 207.0 551.0 132.0 Turn Bay Length (m) 45.0 85.0 30.0 Base Capacity (vph) 3680 1146 423 2868 750 377 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.32 0.00 0.17 0.58 0.03 0.11 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 8 (6%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 13.2 Intersection LOS: B Intersection Capacity Utilization 65.4% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: Constellation & Baseline
Synchro 7 - Report Projected 2018 PM Optimized 4: Woodroffe & Baseline
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 346 753 68 79 962 250 375 961 116 383 920 298 Lane Group Flow (vph) 364 793 72 83 1013 263 395 1012 122 403 968 314 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 11.8 36.8 36.8 11.8 36.8 36.8 11.8 33.8 33.8 11.8 33.8 33.8 Total Split (s) 25.0 45.0 45.0 20.0 40.0 40.0 26.0 38.0 38.0 27.0 39.0 39.0 Total Split (%) 19.2% 34.6% 34.6% 15.4% 30.8% 30.8% 20.0% 29.2% 29.2% 20.8% 30.0% 30.0% Yellow Time (s) 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Act Effct Green (s) 17.5 41.5 41.5 11.0 35.0 35.0 18.6 31.0 31.0 19.3 31.7 31.7 Actuated g/C Ratio 0.13 0.32 0.32 0.08 0.27 0.27 0.14 0.24 0.24 0.15 0.24 0.24 v/c Ratio 0.83 0.52 0.14 0.58 0.78 0.45 0.85 0.88 0.28 0.84 0.82 0.59 Control Delay 83.4 56.0 35.7 73.3 49.4 7.1 71.8 57.6 8.4 69.6 53.4 16.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.4 56.0 35.7 73.3 49.4 7.1 71.8 57.6 8.4 69.6 53.4 16.9 LOS F E D E D A E E A E D B Approach Delay 62.9 42.7 57.4 50.5 Approach LOS E D E D Queue Length 50th (m) 50.6 75.3 10.6 20.7 90.0 0.0 51.2 91.9 0.0 52.0 85.9 17.3 Queue Length 95th (m) #69.6 90.9 22.0 37.4 107.2 21.2 #74.0 #109.6 15.3 #73.0 102.7 47.4 Internal Link Dist (m) 551.0 237.7 358.3 305.3 Turn Bay Length (m) 55.0 25.0 100.0 95.0 115.0 105.0 85.0 50.0 Base Capacity (vph) 455 1538 497 170 1297 584 480 1162 443 505 1193 538 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.80 0.52 0.14 0.49 0.78 0.45 0.82 0.87 0.28 0.80 0.81 0.58 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 21 (16%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 53.1 Intersection LOS: D Intersection Capacity Utilization 90.3% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
Splits and Phases: 4: Woodroffe & Baseline
Synchro 7 - Report Projected 2018 PM Optimized 5: Centrepointe & Constellation
Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 38 102 553 31 70 413 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 40 107 582 33 74 435 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 99 pX, platoon unblocked vC, conflicting volume 947 291 615 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 947 291 615 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 83 85 92 cM capacity (veh/h) 240 705 961 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 147 291 291 33 74 217 217 Volume Left 40 0 0 0 74 0 0 Volume Right 107 0 0 33 0 0 0 cSH 462 1700 1700 1700 961 1700 1700 Volume to Capacity 0.32 0.17 0.17 0.02 0.08 0.13 0.13 Queue Length 95th (m) 10.3 0.0 0.0 0.0 1.9 0.0 0.0 Control Delay (s) 16.4 0.0 0.0 0.0 9.1 0.0 0.0 Lane LOS C A Approach Delay (s) 16.4 0.0 1.3 Approach LOS C Intersection Summary Average Delay 2.4 Intersection Capacity Utilization 39.1% ICU Level of Service A Analysis Period (min) 15
Synchro 7 - Report