appendix f - barrie

APPENDIX F

Traffic Memoranda

1

McKay Road Interchange – Traffic Operational Analysis

Background

Currently, the City of Barrie is conducting a detailed study (Need and Justification Study for Big

Bay Point Crossing, McKay Interchange and Salem/Lockhart Crossing) to address the ‘Needs and

justifications’ for various proposed improvements within the City. The City’s Transportation

Master Plan (TMP) has provided the ‘Needs and Justifications’ for the proposed Highway 400

interchange at McKay Road, which satisfied the Phase 1 and 2 of a Class EA Process. To identify

the preliminary lane configuration requirements and conduct Phase 3 and 4 for the Class EA

process, traffic operational analysis was conducted in this study and presented in following

sections.

Study Area

The existing McKay Road is a two-lane roadway with a fly-over at Highway 400, which is operating

with 3 lanes in each direction. A study area exhibit is presented in Exhibit 1.

Exhibit 1: Study Area-McKay Road at Highway 400

2

Future (2031) Condition Analysis

Preferred Interchange Alternatives

The design concept alternatives were assessed for McKay Road Interchange considering a series

of evaluation criteria, including geometry, natural environment, structure, cost, etc. Ultimately,

the alternative with a Parclo A3 design concept was identified as the preferred interchange

configuration, as presented in Exhibit 2.

3

Exhibit 2: Preferred Design Concept for McKay Road Interchange

4

Future Traffic Demand

The future (2031) morning and afternoon peak hour volumes for McKay Road Interchange were

extracted from the City’s travel demand model (EMME based) updated for the detailed study

(Need and Justification Study for Big Bay Point Crossing, McKay Interchange and Salem/Lockhart

Crossing). The future (2031) traffic volumes at McKay Road Interchange are presented in Exhibit

3 for both the morning and afternoon peak hour conditions.

Exhibit 3: Future (2031) Peak Hour Traffic Volumes

It is noted that the travel demand model updated for the detailed study has considered the

network improvements proposed within the City, including:

Highway 400 TESR, and

Highway 400

(285)156 (95)

10

4

50

281(719)(319) 203

812

(282) 250

(18

6)

(57

2)

(19)

(57

9)

(870) 477

(16

7)

23

6

7

462McKay Road East

N

Legend

XX (YY) - 2031 Morning (Afternoon) Peak Hour Volume

Lane Configuration

916 (471)

24

3(7

46

)

15

4(7

58

)

Proposed Signalized Intersection

454 (452)

(1038) 484

5

Other roadway improvements identified in the City’s TMP (e.g., Harvie Road / Big Bay

Point Crossing, Salem / Lockhart Crossing, diverging diamond interchange for Mapleview

Road).

Future Traffic Operational Analysis

The future Intersection operational analysis was conducted using Synchro 8 and SimTraffic

software. The Synchro model for McKay Road Interchange was developed considering the

received City of Barrie Synchro Guidelines. The evaluation elements include volume to capacity

(v/c) ratios from Synchro model, average delays, Level of Service (LOS), and queue lengths derived

from SimTraffic simulation. The intersection operational analysis results for future (2031) peak

hour conditions are presented in Exhibit 4. Detailed signal timing reports and SimTraffic reports

are presented in Appendix A.

Exhibit 4: Future (2031) Intersection Operational Analysis Results

Location/Movement

Levels of Service

Weekday Morning Peak Hour Weekday Afternoon Peak Hour

V/C Delay

(s) LOS

Queue1

(m) V/C

Delay (s)

LOS Queue1

(m)

McKay Rd at Hwy 400 SB Off-Ramp Terminal

4 A 9 A

Eastbound Through 0.22 3 A 25 0.42 8 A 51

Eastbound Right (free-flow directional ramp)

0.26 1 A 0 0.37 1 A 0

Westbound Through 0.21 4 A 26 0.22 7 A 31

Westbound Right (free-flow loop ramp)

0.30 1 A 0 0.01 1 A 0

Southbound Left 0.03 25 C 7 0.56 25 C 41

Southbound Right 0.43 7 A 26 0.64 11 B 50

McKay Rd at Hwy 400 NB Off-Ramp Terminal

7 A 12 B

Eastbound Through 0.12 4 A 23 0.40 9 A 49

Eastbound Right (loop ramp with yield sign)

0.26 3 A 12 0.37 3 A 10

Westbound Left 0.22 9 A 29 0.30 34 C 33

Westbound Through 0.34 5 A 38 0.16 7 A 27

Northbound Left 0.44 25 C 30 0.46 19 B 39

Northbound Right 0.12 5 A 15 0.75 12 B 49

Note: 1. Queue length indicates 95th percentile conditions

The intersection operational analysis results indicated that future traffic at McKay Road

Interchange is expected to operate at adequate conditions with LOS ‘C’ or better for all the

6

movements during both peak hours. The 95th percentile queue lengths for all the movements are

expected to be within the proposed storage lengths.

To address any potential operational issue at the ramp terminals and Highway 400 mainline,

detailed traffic operational analysis using Aimsun software will be conducted under the on-going

study (Need and Justification Study for Big Bay Point Crossing, McKay Interchange and

Salem/Lockhart Crossing). The analysis findings will be confirmed with MTO, prior to the detail

and functional design for McKay Road Interchange.

Appendix A

Signal Timing Reports and SimTraffic Reports for

Future (2031) Peak Hour Conditions

Timing Report, Sorted By Phase 2031 AM

20: McKay Rd & Hwy 400 SB Off-Ramp

Synchro 8 Report Page 1

Phase Number 2 4 6Movement EBT SBL WBTLead/LagLead-Lag OptimizeRecall Mode Max None MaxMaximum Split (s) 56 34 56Maximum Split (%) 62.2% 37.8% 62.2%Minimum Split (s) 30 16 30Yellow Time (s) 4 4 4All-Red Time (s) 2 2 2Minimum Initial (s) 24 10 24Vehicle Extension (s) 4.5 3 4.5Minimum Gap (s) 4.5 3 4.5Time Before Reduce (s) 0 0 0Time To Reduce (s) 0 0 0Walk Time (s) 8Flash Dont Walk (s) 12Dual Entry Yes Yes YesInhibit Max Yes Yes YesStart Time (s) 0 56 0End Time (s) 56 0 56Yield/Force Off (s) 50 84 50Yield/Force Off 170(s) 50 84 38Local Start Time (s) 0 56 0Local Yield (s) 50 84 50Local Yield 170(s) 50 84 38

Intersection SummaryCycle Length 90Control Type Semi Act-UncoordNatural Cycle 50

Splits and Phases: 20: McKay Rd & Hwy 400 SB Off-Ramp

Timing Report, Sorted By Phase 2031 AM

22: Hwy 400 NB Off-Ramp & McKay Rd


Phase Number 2 6 8Movement EBT WBTL NBLLead/LagLead-Lag OptimizeRecall Mode Max Max NoneMaximum Split (s) 57 57 33Maximum Split (%) 63.3% 63.3% 36.7%Minimum Split (s) 38 30 16Yellow Time (s) 4 4 4All-Red Time (s) 2 2 2Minimum Initial (s) 24 24 10Vehicle Extension (s) 4.5 4.5 3Minimum Gap (s) 4.5 4.5 3Time Before Reduce (s) 0 0 0Time To Reduce (s) 0 0 0Walk Time (s) 12Flash Dont Walk (s) 20Dual Entry Yes Yes YesInhibit Max Yes Yes YesStart Time (s) 0 0 57End Time (s) 57 57 0Yield/Force Off (s) 51 51 84Yield/Force Off 170(s) 31 51 84Local Start Time (s) 0 0 57Local Yield (s) 51 51 84Local Yield 170(s) 31 51 84


Splits and Phases: 22: Hwy 400 NB Off-Ramp & McKay Rd

SimTraffic Simulation Summary 2031 AM

SimTraffic Report Page 1

Summary of All Intervals

Run Number 1 2 3 4 5 AvgStart Time 7:45 7:45 7:45 7:45 7:45 7:45End Time 9:00 9:00 9:00 9:00 9:00 9:00Total Time (min) 75 75 75 75 75 75Time Recorded (min) 60 60 60 60 60 60# of Intervals 2 2 2 2 2 2# of Recorded Intervals 1 1 1 1 1 1Vehs Entered 2148 2245 2138 2154 2148 2167Vehs Exited 2164 2255 2137 2157 2146 2171Starting Vehs 45 49 41 40 39 42Ending Vehs 29 39 42 37 41 39Travel Distance (km) 1648 1739 1623 1654 1631 1659Travel Time (hr) 35.6 37.5 35.3 35.3 35.2 35.8Total Delay (hr) 5.5 5.9 5.7 5.2 5.3 5.5Total Stops 828 889 865 829 847 851Fuel Used (l) 125.0 130.9 124.0 124.2 123.4 125.5

Interval #0 Information Seeding

Start Time 7:45End Time 8:00Total Time (min) 15Volumes adjusted by Growth Factors.No data recorded this interval.

Interval #1 Information Recording

Start Time 8:00End Time 9:00Total Time (min) 60Volumes adjusted by Growth Factors.

Run Number 1 2 3 4 5 AvgVehs Entered 2148 2245 2138 2154 2148 2167Vehs Exited 2164 2255 2137 2157 2146 2171Starting Vehs 45 49 41 40 39 42Ending Vehs 29 39 42 37 41 39Travel Distance (km) 1648 1739 1623 1654 1631 1659Travel Time (hr) 35.6 37.5 35.3 35.3 35.2 35.8Total Delay (hr) 5.5 5.9 5.7 5.2 5.3 5.5Total Stops 828 889 865 829 847 851Fuel Used (l) 125.0 130.9 124.0 124.2 123.4 125.5

SimTraffic Performance Report 2031 AM


20: McKay Rd & Hwy 400 SB Off-Ramp Performance by movement

Movement EBT WBT SBL SBR AllDenied Del/Veh (s) 0.0 0.0 0.1 0.1 0.0Total Del/Veh (s) 3.4 3.7 24.6 7.4 4.4

22: Hwy 400 NB Off-Ramp & McKay Rd Performance by movement

Movement EBT WBL WBT NBL NBR AllDenied Del/Veh (s) 0.0 2.4 0.3 0.0 0.0 0.4Total Del/Veh (s) 3.9 9.9 4.6 24.7 4.8 6.5

23: Hwy 400 NB Off-Ramp Performance by movement

Movement NBT SBT SET SER AllDenied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0Total Del/Veh (s) 0.6 0.8 0.3 2.6 1.4

Total Zone Performance

Denied Del/Veh (s) 0.5Total Del/Veh (s) 233.2

Queuing and Blocking Report 2031 AM


Intersection: 20: McKay Rd & Hwy 400 SB Off-Ramp

Movement EB EB WB WB SB SB SBDirections Served T T T T L R RMaximum Queue (m) 26.9 30.7 27.9 32.2 10.0 30.8 14.9Average Queue (m) 11.9 10.3 9.4 11.8 1.6 15.6 5.695th Queue (m) 23.2 24.9 22.2 26.2 7.0 25.5 13.7Link Distance (m) 173.2 173.2 94.4 94.4 212.2 212.2 212.2Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (m)Storage Blk Time (%)Queuing Penalty (veh)

Intersection: 22: Hwy 400 NB Off-Ramp & McKay Rd

Movement EB EB WB WB WB NB NB NBDirections Served T T L T T L R RMaximum Queue (m) 27.9 27.1 40.2 31.2 42.3 33.2 17.8 4.9Average Queue (m) 10.0 7.9 15.3 13.6 21.8 16.8 6.9 0.595th Queue (m) 22.8 20.8 29.3 26.8 38.3 29.9 14.9 3.8Link Distance (m) 90.0 90.0 416.2 416.2 44.8 44.8 44.8Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (m) 100.0Storage Blk Time (%)Queuing Penalty (veh)

Intersection: 23: Hwy 400 NB Off-Ramp

Movement SB SEDirections Served T RMaximum Queue (m) 1.9 17.1Average Queue (m) 0.1 4.295th Queue (m) 1.3 12.1Link Distance (m) 44.8 109.0Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (m)Storage Blk Time (%)Queuing Penalty (veh)

Zone Summary

Zone wide Queuing Penalty: 0

Timing Report, Sorted By Phase 2031 PM

20: McKay Rd & Hwy 400 SB Off-Ramp


Phase Number 2 4 6Movement EBT SBL WBTLead/LagLead-Lag OptimizeRecall Mode Max None MaxMaximum Split (s) 54 36 54Maximum Split (%) 60.0% 40.0% 60.0%Minimum Split (s) 30 16 30Yellow Time (s) 4 4 4All-Red Time (s) 2 2 2Minimum Initial (s) 24 10 24Vehicle Extension (s) 4.5 3 4.5Minimum Gap (s) 4.5 3 4.5Time Before Reduce (s) 0 0 0Time To Reduce (s) 0 0 0Walk Time (s) 8Flash Dont Walk (s) 12Dual Entry Yes Yes YesInhibit Max Yes Yes YesStart Time (s) 0 54 0End Time (s) 54 0 54Yield/Force Off (s) 48 84 48Yield/Force Off 170(s) 48 84 36Local Start Time (s) 0 54 0Local Yield (s) 48 84 48Local Yield 170(s) 48 84 36


Splits and Phases: 20: McKay Rd & Hwy 400 SB Off-Ramp

Timing Report, Sorted By Phase 2031 PM

22: Hwy 400 NB Off-Ramp & McKay Rd


Phase Number 2 6 8Movement EBT WBTL NBLLead/LagLead-Lag OptimizeRecall Mode Max Max NoneMaximum Split (s) 45 45 45Maximum Split (%) 50.0% 50.0% 50.0%Minimum Split (s) 38 30 16Yellow Time (s) 4 4 4All-Red Time (s) 2 2 2Minimum Initial (s) 24 24 10Vehicle Extension (s) 4.5 4.5 3Minimum Gap (s) 4.5 4.5 3Time Before Reduce (s) 0 0 0Time To Reduce (s) 0 0 0Walk Time (s) 12Flash Dont Walk (s) 20Dual Entry Yes Yes YesInhibit Max Yes Yes YesStart Time (s) 0 0 45End Time (s) 45 45 0Yield/Force Off (s) 39 39 84Yield/Force Off 170(s) 19 39 84Local Start Time (s) 0 0 45Local Yield (s) 39 39 84Local Yield 170(s) 19 39 84


Splits and Phases: 22: Hwy 400 NB Off-Ramp & McKay Rd

SimTraffic Simulation Summary 2031 PM


Summary of All Intervals

Run Number 1 2 3 4 5 AvgStart Time 4:45 4:45 4:45 4:45 4:45 4:45End Time 6:00 6:00 6:00 6:00 6:00 6:00Total Time (min) 75 75 75 75 75 75Time Recorded (min) 60 60 60 60 60 60# of Intervals 2 2 2 2 2 2# of Recorded Intervals 1 1 1 1 1 1Vehs Entered 3221 3246 3178 3192 3163 3200Vehs Exited 3220 3242 3169 3199 3156 3198Starting Vehs 53 58 61 70 48 59Ending Vehs 54 62 70 63 55 57Travel Distance (km) 2487 2501 2429 2455 2425 2459Travel Time (hr) 61.7 62.8 60.8 61.2 60.6 61.4Total Delay (hr) 15.1 15.7 15.1 15.0 14.9 15.2Total Stops 1976 2031 1968 1990 1937 1979Fuel Used (l) 212.3 214.6 208.8 210.0 205.9 210.3

Interval #0 Information Seeding

Start Time 4:45End Time 5:00Total Time (min) 15Volumes adjusted by Growth Factors.No data recorded this interval.

Interval #1 Information Recording

Start Time 5:00End Time 6:00Total Time (min) 60Volumes adjusted by Growth Factors.

Run Number 1 2 3 4 5 AvgVehs Entered 3221 3246 3178 3192 3163 3200Vehs Exited 3220 3242 3169 3199 3156 3198Starting Vehs 53 58 61 70 48 59Ending Vehs 54 62 70 63 55 57Travel Distance (km) 2487 2501 2429 2455 2425 2459Travel Time (hr) 61.7 62.8 60.8 61.2 60.6 61.4Total Delay (hr) 15.1 15.7 15.1 15.0 14.9 15.2Total Stops 1976 2031 1968 1990 1937 1979Fuel Used (l) 212.3 214.6 208.8 210.0 205.9 210.3

SimTraffic Performance Report 2031 PM


20: McKay Rd & Hwy 400 SB Off-Ramp Performance by movement

Movement EBT WBT SBL SBR AllDenied Del/Veh (s) 0.0 0.0 0.2 0.1 0.1Total Del/Veh (s) 7.8 6.9 25.2 10.9 9.8

22: Hwy 400 NB Off-Ramp & McKay Rd Performance by movement

Movement EBT WBL WBT NBL NBT NBR AllDenied Del/Veh (s) 0.0 3.2 0.1 0.1 0.0 0.0 0.2Total Del/Veh (s) 9.9 34.9 7.4 19.6 2.5 11.5 12.1

23: Hwy 400 NB Off-Ramp Performance by movement

Movement NBT SBT SER AllDenied Del/Veh (s) 0.1 0.0 0.0 0.1Total Del/Veh (s) 1.5 1.1 2.5 1.8

Total Zone Performance

Denied Del/Veh (s) 0.3Total Del/Veh (s) 411.3

Queuing and Blocking Report 2031 PM


Intersection: 20: McKay Rd & Hwy 400 SB Off-Ramp

Movement EB EB WB WB SB SB SBDirections Served T T T T L R RMaximum Queue (m) 66.9 56.0 33.5 37.5 52.0 57.8 52.2Average Queue (m) 29.0 29.7 13.7 17.2 22.9 31.9 16.495th Queue (m) 51.8 50.5 27.7 31.2 41.4 50.2 34.1Link Distance (m) 173.2 173.2 94.4 94.4 212.2 212.2 212.2Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (m)Storage Blk Time (%)Queuing Penalty (veh)

Intersection: 22: Hwy 400 NB Off-Ramp & McKay Rd

Movement EB EB WB WB WB NB NB NBDirections Served T T L T T L R RMaximum Queue (m) 57.9 57.5 39.1 31.5 27.7 41.6 52.1 44.6Average Queue (m) 26.9 28.6 18.0 14.2 8.3 23.5 33.2 22.695th Queue (m) 49.2 49.8 33.5 27.1 20.7 39.4 49.4 42.2Link Distance (m) 90.0 90.0 416.2 416.2 44.8 44.8 44.8Upstream Blk Time (%) 0 1 0Queuing Penalty (veh) 1 3 0Storage Bay Dist (m) 100.0Storage Blk Time (%)Queuing Penalty (veh)

Intersection: 23: Hwy 400 NB Off-Ramp

Movement NB NB SEDirections Served T T RMaximum Queue (m) 5.0 25.2 15.7Average Queue (m) 0.3 2.1 3.295th Queue (m) 3.3 11.5 10.7Link Distance (m) 128.6 128.6 109.0Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (m)Storage Blk Time (%)Queuing Penalty (veh)

Zone Summary

Zone wide Queuing Penalty: 4

1

Salem Road and Veterans Drive – Traffic Operational Analysis

Future (2031) Condition Analysis

Future Traffic Demand

The future (2031) morning and afternoon peak hour volumes for Salem Road and Veterans Drive

Intersection were extracted from the City’s travel demand model (EMME based) updated for the

detailed study (Need and Justification Study for Big Bay Point Crossing, McKay Interchange and

Salem/Lockhart Crossing). The projected future (2031) traffic volumes at Salem Road and

Veterans Drive Intersection are presented in Exhibit 1 for both the morning and afternoon peak

hour conditions.

Exhibit 1: Future (2031) Peak Hour Traffic Volumes

It is noted that the travel demand model updated for the detailed study has considered the

network improvements proposed within the City, including:

Highway 400 TESR, and

Veterans Drive

Salem Road

40

8(1

15

4)

(11

2)

(65

2)

(39

0)

25

32

26

1 164 (78)359 (294) 756

(543)

(13

5)

(37

2)

(21

6)

68

9(7

23

)

Legend XX (YY) - Morning (Afternoon) Peak Hour Volume

233 (171)

(29) 64382 (463) 184

68

46

91

52

(566) (74) 134

2

Other roadway improvements identified in the City’s TMP (e.g., Harvie Road / Big Bay

Point Crossing, Salem / Lockhart Crossing, diverging diamond interchange for Mapleview

Road).

Future Lane Configurations

Future lane configurations for Salem Road and Veterans Drive are presented in Exhibit 2. The

preliminary design plan for Salem Road is presented in Appendix A.

Exhibit 2: Future (2031) Intersection Lane Configurations

Future Traffic Operational Analysis

The future Intersection operational analysis was conducted using Synchro 8 software. The

Synchro model for Salem Road and Veterans Drive Intersection was developed considering the

received City of Barrie Synchro Guidelines; the signal timing plans were optimized for overall

intersection operations. The evaluation elements include volume to capacity (v/c) ratios, average

delays, Level of Service (LOS), and queue lengths. The intersection operational analysis results for

future (2031) peak hour conditions are presented in Exhibit 3. Detailed Synchro reports are

presented in Appendix B.

Veterans Drive

Salem Road

Legend

Lane Configurations Signal ized Intersection

3

Exhibit 3: Future (2031) Intersection Operational Analysis Results

Location/Movement

Levels of Service

Weekday Morning Peak Hour Weekday Afternoon Peak Hour

V/C Delay

(s) LOS

Queue1

(m) V/C

Delay (s)

LOS Queue1

(m)

Salem Road and Veterans Drive

15 B 27 C

Eastbound Left 0.42 33 C 20 0.13 24 C 10

Eastbound Through/Right 0.51 17 B 24 0.72 31 C 57

Westbound Left 0.52 16 B 35 0.63 26 C 31

Westbound Through 0.53 17 B 59 0.46 19 B 57

Westbound Right 0.26 6 A 15 0.13 4 A 7

Northbound Left 0.19 15 B 16 0.54 21 C 25

Northbound Through 0.36 15 B 40 0.37 22 C 40

Northbound Right 0.23 4 A 11 0.36 5 A 16

Southbound Left 0.20 16 B 15 0.91 46 D 113

Southbound Through/Right 0.27 14 B 29 0.77 30 C 96

Note: 1. Queue length indicates 95th percentile conditions

The intersection operational analysis results indicated that future traffic at Salem Road and

Veterans Drive Intersection is expected to operate at acceptable conditions with LOS ‘D’ or better

for all the movements during both peak hours. The 95th percentile queue length for the

westbound left movement (35 m) is expected to be within the proposed storage length.

Appendix A

Future (2031) Design Plan for Salem Road

Appendix B

Synchro Reports for

Future (2031) Peak Hour Conditions

Timings 2031 AM

3: Salem Road & Veterans Drive


Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBTLane ConfigurationsVolume (vph) 64 184 233 359 164 68 469 152 61 322Turn Type Perm NA pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 8 8 2 2 6Detector Phase 4 4 3 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 7.0 10.0 10.0 24.0 24.0 24.0 24.0 24.0Minimum Split (s) 38.0 38.0 11.0 38.0 38.0 30.0 30.0 30.0 30.0 30.0Total Split (s) 39.0 39.0 18.0 57.0 57.0 33.0 33.0 33.0 33.0 33.0Total Split (%) 43.3% 43.3% 20.0% 63.3% 63.3% 36.7% 36.7% 36.7% 36.7% 36.7%Yellow Time (s) 4.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 2.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lead/Lag Lag Lag LeadLead-Lag Optimize?Recall Mode None None None None None Max Max Max Max MaxAct Effct Green (s) 11.4 11.4 29.0 27.0 27.0 27.1 27.1 27.1 27.1 27.1Actuated g/C Ratio 0.17 0.17 0.44 0.41 0.41 0.41 0.41 0.41 0.41 0.41v/c Ratio 0.42 0.51 0.52 0.53 0.26 0.19 0.36 0.23 0.20 0.27Control Delay 33.4 17.1 16.1 17.6 6.0 15.6 15.2 3.7 16.0 14.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 33.4 17.1 16.1 17.6 6.0 15.6 15.2 3.7 16.0 14.0LOS C B B B A B B A B BApproach Delay 19.8 14.6 12.7 14.3Approach LOS B B B B

Intersection SummaryCycle Length: 90Actuated Cycle Length: 66.1Natural Cycle: 80Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.53Intersection Signal Delay: 14.9 Intersection LOS: BIntersection Capacity Utilization 87.2% ICU Level of Service EAnalysis Period (min) 15

Splits and Phases: 3: Salem Road & Veterans Drive

Queues 2031 AM



Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 70 346 253 390 178 74 510 165 66 377v/c Ratio 0.42 0.51 0.52 0.53 0.26 0.19 0.36 0.23 0.20 0.27Control Delay 33.4 17.1 16.1 17.6 6.0 15.6 15.2 3.7 16.0 14.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 33.4 17.1 16.1 17.6 6.0 15.6 15.2 3.7 16.0 14.0Queue Length 50th (m) 8.2 12.1 20.5 36.5 4.8 5.7 22.2 0.0 5.1 15.4Queue Length 95th (m) 20.2 24.2 35.2 59.1 15.5 16.5 40.2 11.2 15.3 29.1Internal Link Dist (m) 87.8 549.6 220.8 148.7Turn Bay Length (m) 50.0 130.0 60.0 60.0 100.0Base Capacity (vph) 481 1687 527 1401 1216 391 1409 728 333 1399Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.15 0.21 0.48 0.28 0.15 0.19 0.36 0.23 0.20 0.27

Intersection Summary

Timings 2031 PM



Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBTLane ConfigurationsVolume (vph) 29 463 171 294 78 135 372 216 390 652Turn Type Perm NA pm+pt NA Perm pm+pt NA Perm pm+pt NAProtected Phases 4 3 8 5 2 1 6Permitted Phases 4 8 8 2 2 6Detector Phase 4 4 3 8 8 5 2 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 7.0 10.0 10.0 7.0 24.0 24.0 7.0 24.0Minimum Split (s) 38.0 38.0 11.0 38.0 38.0 11.0 30.0 30.0 11.0 30.0Total Split (s) 38.0 38.0 11.0 49.0 49.0 11.0 30.0 30.0 11.0 30.0Total Split (%) 42.2% 42.2% 12.2% 54.4% 54.4% 12.2% 33.3% 33.3% 12.2% 33.3%Yellow Time (s) 4.0 4.0 3.0 4.0 4.0 3.0 4.0 4.0 3.0 4.0All-Red Time (s) 2.0 2.0 1.0 2.0 2.0 1.0 2.0 2.0 1.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0Lead/Lag Lag Lag Lead Lead Lag Lag Lead LagLead-Lag Optimize?Recall Mode None None None None None None Max Max None MaxAct Effct Green (s) 18.1 18.1 31.1 29.1 29.1 33.1 24.1 24.1 33.1 24.1Actuated g/C Ratio 0.24 0.24 0.41 0.38 0.38 0.43 0.32 0.32 0.43 0.32v/c Ratio 0.13 0.72 0.63 0.46 0.13 0.54 0.37 0.36 0.91 0.77Control Delay 23.6 30.9 25.5 20.0 4.2 20.2 22.2 5.1 46.2 29.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 23.6 30.9 25.5 20.0 4.2 20.2 22.2 5.1 46.2 29.8LOS C C C B A C C A D CApproach Delay 30.5 19.5 16.7 35.4Approach LOS C B B D

Intersection SummaryCycle Length: 90Actuated Cycle Length: 76.2Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.91Intersection Signal Delay: 27.0 Intersection LOS: CIntersection Capacity Utilization 83.7% ICU Level of Service EAnalysis Period (min) 15

Splits and Phases: 3: Salem Road & Veterans Drive

Queues 2031 PM



Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 32 583 186 320 85 147 404 235 424 831v/c Ratio 0.13 0.72 0.63 0.46 0.13 0.54 0.37 0.36 0.91 0.77Control Delay 23.6 30.9 25.5 20.0 4.2 20.2 22.2 5.1 46.2 29.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 23.6 30.9 25.5 20.0 4.2 20.2 22.2 5.1 46.2 29.8Queue Length 50th (m) 3.8 41.1 18.1 35.4 0.0 11.7 24.4 0.0 40.9 57.2Queue Length 95th (m) 10.7 57.8 31.7 57.0 7.9 25.6 40.8 16.1 #113.9 #96.2Internal Link Dist (m) 87.8 549.6 220.8 148.7Turn Bay Length (m) 50.0 130.0 60.0 60.0 100.0Base Capacity (vph) 432 1429 294 1023 906 274 1085 646 464 1075Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.07 0.41 0.63 0.31 0.09 0.54 0.37 0.36 0.91 0.77

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

appendix f - barrie

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