Traffic Assessment part 3a · ID Description Demand Flow Average Delay Level of Service Average Back of Queue Prop. Queued Effective Pedestrian Distance Stop Rate ped/h sec ped m

East Leppington Precinct

Prepared for Department of Planning and Infrastructure Page 53

East Leppington Precinct

APPENDIX

BSIDRA SUMMARIES

MOVEMENT SUMMARY Site: 2021 AM Camden Valley Wy/Cowpasture Rd

Camden Valley Way / Cowpasture Road 2021 AM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)

Movement Performance - Vehicles

Mov ID Turn Demand Flow

HV Deg. Satn Average Delay

Level of Service

95% Back of Queue Prop. Queued

Effective Stop Rate

Average Speed Vehicles Distance

veh/h % v/c sec veh m per veh km/h

South: Cowpasture Rd (S)

1 L 5 3.5 0.028 53.4 LOS D 0.3 2.0 0.76 0.65 24.5

2 T 28 3.5 0.079 57.1 LOS E 1.8 12.9 0.86 0.63 22.6

3 R 90 3.5 0.587 74.8 LOS F 6.4 46.1 0.95 0.77 19.9

Approach 123 3.5 0.587 69.9 LOS E 6.4 46.1 0.92 0.73 20.6

East: Camden Valley Way (E)

24 L 39 3.5 0.052 11.5 LOS A 0.4 2.5 0.13 0.62 45.8

25 T 1145 3.5 0.429 22.6 LOS B 14.8 106.6 0.53 0.46 35.9

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 1192 3.5 0.429 22.7 LOS B 14.8 106.6 0.52 0.47 35.9

North: Cowpasture Road (N)

7 L 8 3.5 0.071 53.6 LOS D 0.5 3.3 0.76 0.66 24.5

8 T 12 3.5 0.034 56.4 LOS D 0.8 5.4 0.85 0.59 22.8

9 R 214 3.5 0.826 86.1 LOS F 17.5 125.8 1.00 0.92 18.0

Approach 234 3.5 0.826 83.5 LOS F 17.5 125.8 0.98 0.89 18.4

West: Camden Valley Way (W)

30 L 244 3.5 0.236 12.1 LOS A 2.6 19.0 0.15 0.64 45.3

31 T 2192 3.5 0.838 30.5 LOS C 45.5 328.0 0.82 0.75 31.3

32 R 2 3.5 0.030 90.6 LOS F 0.2 1.1 0.97 0.61 17.3

Approach 2438 3.5 0.838 28.7 LOS C 45.5 328.0 0.75 0.74 32.3

All Vehicles 3987 3.5 0.838 31.4 LOS C 45.5 328.0 0.70 0.67 31.2

Level of Service (LOS) Method: Delay (RTA NSW).

Vehicle movement LOS values are based on average delay per movement

Intersection and Approach LOS values are based on average delay for all vehicle movements.

SIDRA Standard Delay Model used.

Movement Performance - Pedestrians

Mov ID

Description Demand

Flow Average

Delay Level of Service

Average Back of Queue Prop. Queued

Effective Stop Rate Pedestrian Distance

ped/h sec ped m per ped

P1 Across S approach 53 27.0 LOS C 0.1 0.1 0.58 0.58

P11 Across E approach 53 74.1 LOS F 0.2 0.2 0.96 0.96

P5 Across N approach 53 27.0 LOS C 0.1 0.1 0.58 0.58

P15 Across W approach 53 74.1 LOS F 0.2 0.2 0.96 0.96

All Pedestrians 212 50.6 LOS E 0.77 0.77

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)

Pedestrian movement LOS values are based on average delay per pedestrian movement.

Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Thursday, 31 May 2012 3:11:40 PM SIDRA INTERSECTION 5.1.11.2079

Copyright © 2000-2011 Akcelik and Associates Pty Ltd www.sidrasolutions.com

Project: N:\Traffic\PROJECTS\Current\600319 East Leppington\Analysis\SIDRA\600319 2021 Intersection Analysis.sip 8000955, CARDNO, ENTERPRISE

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PHASING SUMMARY Site: 2021 AM Camden Valley Wy/Cowpasture Rd

Camden Valley Way / Cowpasture Road 2021 AM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, B, C, C1, D Output Sequence: A, B, C, D Phase Timing Results

Phase A B C D

Green Time (sec) 6 77 23 30

Yellow Time (sec) 4 4 4 4

All-Red Time (sec) 2 2 2 2

Phase Time (sec) 12 83 29 36

Phase Split 8 % 52 % 18 % 23 %

Normal Movement Permitted/Opposed

Slip-Lane Movement Opposed Slip-Lane

Stopped Movement Continuous Movement

Turn On Red Undetected Movement

Phase Transition Applied




MOVEMENT SUMMARY Site: 2021 AM Camden Valley Wy/Denham Ct Rd

Camden Valley Way / Denham Court Road 2021 AM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate



South: Denham Court Rd (SE)

1 L 96 3.5 0.331 49.2 LOS D 5.3 38.3 0.76 0.75 25.7

2 T 161 3.5 0.252 62.2 LOS E 5.5 39.4 0.91 0.71 21.4

3 R 245 3.5 0.906 102.9 LOS F 10.9 78.7 1.00 1.03 15.9

Approach 502 3.5 0.906 79.6 LOS F 10.9 78.7 0.92 0.88 18.8

East: Camden Valley Way (NE)

4 L 398 3.5 0.410 17.0 LOS B 8.2 59.4 0.29 0.69 41.1

5 T 875 3.5 0.467 21.8 LOS B 16.5 119.0 0.53 0.47 36.3

6 R 75 3.5 0.555 95.4 LOS F 3.1 22.2 1.00 0.74 16.8

Approach 1348 3.5 0.555 24.5 LOS B 16.5 119.0 0.49 0.55 35.2

North: Ingleburn Rd (NW)

7 L 79 3.5 0.248 58.7 LOS E 4.8 34.8 0.83 0.76 23.2

8 T 203 3.5 0.317 63.0 LOS E 7.0 50.3 0.92 0.73 21.3

9 R 81 3.5 0.300 85.5 LOS F 3.1 22.3 0.98 0.74 18.1

Approach 363 3.5 0.317 67.1 LOS E 7.0 50.3 0.92 0.74 20.8

West: Camden Valley Way (SW)

10 L 120 3.5 0.098 10.7 LOS A 0.9 6.6 0.11 0.63 46.6

11 T 2076 3.5 0.962 47.5 LOS D 90.1 649.6 0.98 1.04 25.0

12 R 189 3.5 0.466 80.8 LOS F 6.9 49.6 0.96 0.78 18.8

Approach 2385 3.5 0.962 48.3 LOS D 90.1 649.6 0.93 1.00 24.9

All Vehicles 4598 3.5 0.962 46.2 LOS D 90.1 649.6 0.80 0.83 25.8






Mov ID

Description Demand

Flow Average





P1 Across S approach 53 30.6 LOS D 0.1 0.1 0.62 0.62








Processed: Monday, 4 June 2012 9:49:48 AM SIDRA INTERSECTION 5.1.11.2079



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PHASING SUMMARY Site: 2021 AM Camden Valley Wy/Denham Ct Rd

Camden Valley Way / Denham Court Road 2021 AM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, B, C, C1, D Output Sequence: A, A1, B, C, D Phase Timing Results

Phase A A1 B C D

Green Time (sec) 6 6 79 12 27

Yellow Time (sec) 4 4 4 4 4

All-Red Time (sec) 2 2 2 2 2

Phase Time (sec) 12 12 85 18 33

Phase Split 8 % 8 % 53 % 11 % 21 %









MOVEMENT SUMMARY Site: 2021 AM Camden Valley Wy/Heath Rd

Camden Valley Way / Heath Rd 2021 AM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate



South: Heath Rd (SE)

1 L 112 3.5 0.478 67.0 LOS E 12.9 92.7 0.92 0.83 21.4

2 T 77 3.5 0.478 58.7 LOS E 12.9 92.7 0.92 0.77 21.6

3 R 155 3.5 1.000 3 74.1 LOS F 11.3 81.6 0.97 0.81 19.7

Approach 344 3.5 1.000 68.4 LOS E 12.9 92.7 0.95 0.81 20.6


4 L 72 3.5 0.422 14.0 LOS A 7.9 56.6 0.21 0.98 44.1

5 T 974 3.5 0.422 5.7 LOS A 7.9 57.0 0.21 0.19 50.8

6 R 12 3.5 0.178 93.4 LOS F 1.0 6.9 0.99 0.68 16.8

Approach 1058 3.5 0.422 7.3 LOS A 7.9 57.0 0.22 0.25 49.2

North: Heath Rd (NW)

7 L 12 3.5 0.108 64.1 LOS E 2.5 18.2 0.85 0.78 22.3

8 T 28 3.5 0.108 55.8 LOS D 2.5 18.2 0.85 0.64 22.6

9 R 40 3.5 0.260 80.2 LOS F 2.9 21.2 0.95 0.75 18.7

Approach 80 3.5 0.260 69.3 LOS E 2.9 21.2 0.90 0.72 20.4


10 L 87 3.5 0.921 24.1 LOS B 61.5 443.2 0.71 1.00 37.9

11 T 2202 3.5 0.921 15.7 LOS B 61.6 444.1 0.71 0.69 39.9

12 R 48 3.5 0.710 97.7 LOS F 4.0 28.9 1.00 0.79 16.2

Approach 2337 3.5 0.921 17.7 LOS B 61.6 444.1 0.71 0.71 38.6

All Vehicles 3819 3.5 1.000 20.5 LOS B 61.6 444.1 0.60 0.59 37.2





3 x = 1.00 due to short lane. Refer to the Lane Summary report for information about excess flow and related conditions.


Mov ID

Description Demand

Flow Average





P1 Across S approach 53 12.0 LOS B 0.1 0.1 0.39 0.39


P5 Across N approach 53 12.0 LOS B 0.1 0.1 0.39 0.39


All Pedestrians 212 37.1 LOS D 0.63 0.63







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PHASING SUMMARY Site: 2021 AM Camden Valley Wy/Heath Rd

Camden Valley Way / Heath Rd 2021 AM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C

Green Time (sec) 6 105 31

Yellow Time (sec) 4 4 4

All-Red Time (sec) 2 2 2

Phase Time (sec) 12 111 37

Phase Split 8 % 69 % 23 %









MOVEMENT SUMMARY Site: 2021 AM Camden Valley Wy/St Andrews Rd

Camden Valley Way / St Andrews Road 2021 AM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate



South: St Andrew's Rd (SE)

1 L 114 3.5 0.342 8.4 LOS A 1.0 7.0 0.15 0.64 48.9

3 R 39 3.5 0.082 73.8 LOS F 1.3 9.6 0.91 0.71 19.9

Approach 153 3.5 0.342 25.1 LOS B 1.3 9.6 0.35 0.66 35.7


4 L 17 3.5 0.011 7.9 LOS A 0.0 0.3 0.05 0.61 49.5

5 T 1209 3.5 0.447 2.0 LOS A 4.0 28.9 0.09 0.09 56.3

Approach 1226 3.5 0.447 2.1 LOS A 4.0 28.9 0.09 0.09 56.2


11 T 2422 3.5 0.804 2.7 LOS A 19.5 140.6 0.23 0.22 54.6

12 R 48 3.5 0.393 92.8 LOS F 2.5 17.8 0.99 0.71 16.9

Approach 2471 3.5 0.804 4.5 LOS A 19.5 140.6 0.25 0.23 52.3

All Vehicles 3849 3.5 0.804 4.6 LOS A 19.5 140.6 0.20 0.20 52.5






Mov ID

Description Demand

Flow Average





P1 Across S approach 53 9.8 LOS A 0.1 0.1 0.35 0.35










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PHASING SUMMARY Site: 2021 AM Camden Valley Wy/St Andrews Rd

Camden Valley Way / St Andrews Road 2021 AM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Two-Phase Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C














MOVEMENT SUMMARY Site: 2021 AM Denham Court Rd/Precinct

Denham Court Road / East Leppington Precinct 2021 AM Peak Roundabout




Level of Service


Effective Stop Rate



East: Denham Court Road (E)

5 T 151 3.5 0.234 4.0 LOS A 1.4 10.3 0.35 0.37 51.2

6 R 137 3.5 0.234 12.0 LOS A 1.4 10.3 0.35 0.75 46.5

Approach 288 3.5 0.234 7.8 LOS A 1.4 10.3 0.35 0.55 48.7

North: Denham Court Road (N)

7 L 633 3.5 0.525 7.0 LOS A 4.2 30.2 0.67 0.63 48.1

9 R 127 3.5 0.170 14.0 LOS A 0.9 6.5 0.56 0.74 44.5

Approach 760 3.5 0.525 8.2 LOS A 4.2 30.2 0.65 0.65 47.4

West: Precinct (W)

10 L 297 3.5 0.506 5.7 LOS A 4.0 29.1 0.46 0.51 50.1

11 T 352 3.5 0.506 4.4 LOS A 4.0 29.1 0.46 0.42 50.6

Approach 649 3.5 0.506 5.0 LOS A 4.0 29.1 0.46 0.46 50.4





Roundabout Capacity Model: SIDRA Standard.





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MOVEMENT SUMMARY Site: 2021 PM Camden Valley Wy/Cowpasture Rd

Camden Valley Way / Cowpasture Road 2021 PM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 2 3.5 0.011 53.1 LOS D 0.1 0.8 0.76 0.62 24.6

2 T 12 3.5 0.034 56.4 LOS D 0.8 5.4 0.85 0.59 22.8

3 R 39 3.5 0.266 79.1 LOS F 2.8 20.4 0.95 0.74 19.1

Approach 53 3.5 0.266 72.9 LOS F 2.8 20.4 0.92 0.70 20.0


24 L 90 3.5 0.121 11.6 LOS A 0.9 6.1 0.13 0.63 45.7

25 T 2550 3.5 0.910 36.4 LOS C 62.8 452.5 0.90 0.88 28.7

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 2648 3.5 0.910 35.7 LOS C 62.8 452.5 0.87 0.87 29.0


7 L 8 3.5 0.071 53.6 LOS D 0.5 3.3 0.76 0.66 24.5

8 T 28 3.5 0.079 57.1 LOS E 1.8 12.9 0.86 0.63 22.6

9 R 175 3.5 0.914 101.9 LOS F 15.8 113.6 1.00 1.04 16.0

Approach 211 3.5 0.914 94.1 LOS F 15.8 113.6 0.97 0.97 16.8


30 L 160 3.5 0.153 11.8 LOS A 1.6 11.6 0.14 0.64 45.5

31 T 1091 3.5 0.378 17.8 LOS B 11.8 85.4 0.45 0.39 39.2

32 R 5 3.5 0.074 91.7 LOS F 0.4 2.8 0.98 0.65 17.2

Approach 1256 3.5 0.378 17.3 LOS B 11.8 85.4 0.41 0.42 39.7







Mov ID

Description Demand

Flow Average
















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PHASING SUMMARY Site: 2021 PM Camden Valley Wy/Cowpasture Rd

Camden Valley Way / Cowpasture Road 2021 PM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, B, C, C1, D Output Sequence: A, B, C, D Phase Timing Results

Phase A B C D





Phase Split 8 % 56 % 14 % 23 %









MOVEMENT SUMMARY Site: 2021 PM Camden Valley Wy/Denham Ct Rd

Camden Valley Way / Denham Court Road 2021 PM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 103 3.5 0.390 59.5 LOS E 6.4 46.1 0.84 0.77 23.0

2 T 195 3.5 0.303 62.8 LOS E 6.7 48.2 0.92 0.73 21.3

3 R 226 3.5 0.998 145.0 LOS F 12.3 89.0 1.00 1.22 12.2

Approach 524 3.5 0.998 97.6 LOS F 12.3 89.0 0.94 0.95 16.3


4 L 297 3.5 0.241 11.0 LOS A 2.6 19.1 0.13 0.64 46.3

5 T 2231 3.5 1.007 87.4 LOS F 128.3 925.3 1.00 1.26 17.1

6 R 164 3.5 0.453 82.5 LOS F 6.1 43.6 0.97 0.77 18.6

Approach 2692 3.5 1.007 78.7 LOS F 128.3 925.3 0.90 1.16 18.5


7 L 83 3.5 0.241 50.4 LOS D 4.6 33.4 0.76 0.75 25.4

8 T 231 3.5 0.359 63.5 LOS E 8.0 57.7 0.93 0.75 21.1

9 R 65 3.5 0.287 87.7 LOS F 2.5 18.2 0.99 0.73 17.8

Approach 379 3.5 0.359 64.8 LOS E 8.0 57.7 0.90 0.74 21.2


10 L 74 3.5 0.070 14.3 LOS A 1.0 7.5 0.20 0.64 43.3

11 T 934 3.5 0.472 19.0 LOS B 16.3 117.7 0.49 0.44 38.2

12 R 125 3.5 0.920 105.6 LOS F 5.6 40.1 1.00 0.95 15.6

Approach 1133 3.5 0.920 28.3 LOS B 16.3 117.7 0.53 0.51 33.1

All Vehicles 4728 3.5 1.007 67.6 LOS E 128.3 925.3 0.82 0.95 20.6






Mov ID

Description Demand

Flow Average
















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PHASING SUMMARY Site: 2021 PM Camden Valley Wy/Denham Ct Rd

Camden Valley Way / Denham Court Road 2021 PM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, B, C, C1, D Output Sequence: A, A1, B, C, D Phase Timing Results

Phase A A1 B C D




Phase Time (sec) 12 10 89 16 33

Phase Split 8 % 6 % 56 % 10 % 21 %









MOVEMENT SUMMARY Site: 2021 PM Camden Valley Wy/Heath Rd

Camden Valley Way / Heath Rd 2021 PM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 48 3.5 0.311 76.0 LOS F 5.4 39.0 0.94 0.78 19.7

2 T 28 3.5 0.311 67.7 LOS E 5.4 39.0 0.94 0.74 19.8

3 R 72 3.5 0.603 89.4 LOS F 5.7 41.3 1.00 0.79 17.3

Approach 148 3.5 0.603 81.0 LOS F 5.7 41.3 0.97 0.77 18.5


4 L 167 3.5 0.900 13.5 LOS A 37.6 271.2 0.46 0.98 45.3

5 T 2213 3.5 0.900 5.2 LOS A 37.9 273.1 0.46 0.43 50.3

6 R 18 3.5 0.133 84.6 LOS F 1.3 9.5 0.94 0.71 18.0

Approach 2398 3.5 0.900 6.4 LOS A 37.9 273.1 0.46 0.47 49.3


7 L 13 3.5 0.361 79.3 LOS F 5.7 41.1 0.96 0.79 19.4

8 T 65 3.5 0.361 71.0 LOS F 5.7 41.1 0.96 0.75 19.6

9 R 84 3.5 0.696 91.1 LOS F 6.8 49.1 1.00 0.82 17.1

Approach 162 3.5 0.696 82.1 LOS F 6.8 49.1 0.98 0.79 18.2


10 L 70 3.5 0.425 11.1 LOS A 4.7 34.0 0.12 1.00 46.5

11 T 1054 3.5 0.425 2.7 LOS A 4.7 34.2 0.12 0.11 55.1

12 R 112 3.5 0.829 94.2 LOS F 9.3 66.8 1.00 0.87 16.7

Approach 1236 3.5 0.829 11.5 LOS A 9.3 66.8 0.20 0.23 45.2







Mov ID

Description Demand

Flow Average







P5 Across N approach 53 9.5 LOS A 0.1 0.1 0.34 0.34









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PHASING SUMMARY Site: 2021 PM Camden Valley Wy/Heath Rd

Camden Valley Way / Heath Rd 2021 PM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C





Phase Split 11 % 74 % 15 %









MOVEMENT SUMMARY Site: 2021 PM Camden Valley Wy/St Andrews Rd

Camden Valley Way / St Andrews Road 2021 PM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 48 3.5 0.145 22.6 LOS B 1.9 13.9 0.53 0.73 37.2

3 R 17 3.5 0.036 73.0 LOS F 0.6 4.1 0.90 0.68 20.1

Approach 65 3.5 0.145 35.6 LOS C 1.9 13.9 0.62 0.72 30.5


4 L 39 3.5 0.026 8.0 LOS A 0.1 0.8 0.05 0.61 49.4

5 T 2529 3.5 0.936 10.8 LOS A 50.7 365.8 0.50 0.50 44.6

Approach 2568 3.5 0.936 10.8 LOS A 50.7 365.8 0.49 0.50 44.6


11 T 1277 3.5 0.424 1.5 LOS A 4.0 29.2 0.09 0.08 57.1

12 R 114 3.5 0.923 101.7 LOS F 6.5 46.7 1.00 0.89 15.8

Approach 1391 3.5 0.923 9.7 LOS A 6.5 46.7 0.17 0.15 47.1







Mov ID

Description Demand

Flow Average















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PHASING SUMMARY Site: 2021 PM Camden Valley Wy/St Andrews Rd

Camden Valley Way / St Andrews Road 2021 PM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Two-Phase Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C














MOVEMENT SUMMARY Site: 2021 PM Denham Court Rd/Precinct

Denham Court Road / East Leppington Precinct 2021 PM Peak Roundabout




Level of Service


Effective Stop Rate




5 T 352 3.5 0.668 7.2 LOS A 7.1 51.0 0.76 0.71 47.3

6 R 367 3.5 0.668 15.1 LOS B 7.1 51.0 0.76 0.85 44.6

Approach 719 3.5 0.668 11.2 LOS A 7.1 51.0 0.76 0.78 45.8


7 L 287 3.5 0.228 5.7 LOS A 1.4 10.2 0.37 0.48 50.2

9 R 297 3.5 0.213 11.9 LOS A 1.3 9.5 0.36 0.63 45.3

Approach 584 3.5 0.228 8.8 LOS A 1.4 10.2 0.37 0.56 47.5

West: Precinct (W)

10 L 127 3.5 0.296 7.0 LOS A 1.9 13.9 0.62 0.62 49.0

11 T 151 3.5 0.296 5.6 LOS A 1.9 13.9 0.62 0.54 49.2

Approach 278 3.5 0.296 6.2 LOS A 1.9 13.9 0.62 0.58 49.1










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MOVEMENT SUMMARY Site: 2021 AM Camden Valley Wy/Denham Ct Rd (Amended)

Camden Valley Way / Denham Court Road 2021 AM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 96 3.5 0.320 46.1 LOS D 5.1 36.8 0.73 0.74 26.7

2 T 161 3.5 0.225 59.2 LOS E 5.3 38.3 0.89 0.70 22.1

3 R 245 3.5 0.983 132.8 LOS F 12.8 92.0 1.00 1.20 13.1

Approach 502 3.5 0.983 92.6 LOS F 12.8 92.0 0.91 0.95 16.9


4 L 398 3.5 0.442 19.3 LOS B 9.7 69.6 0.34 0.70 39.4

5 T 875 3.5 0.357 22.1 LOS B 11.7 84.4 0.50 0.43 36.2

6 R 75 3.5 0.552 95.3 LOS F 3.1 22.2 1.00 0.74 16.8

Approach 1348 3.5 0.552 25.4 LOS B 11.7 84.4 0.48 0.53 34.8


7 L 79 3.5 0.242 56.1 LOS D 4.7 33.9 0.81 0.75 23.8

8 T 203 3.5 0.284 60.0 LOS E 6.8 49.0 0.90 0.72 21.9

9 R 81 3.5 0.325 86.8 LOS F 3.1 22.5 0.99 0.74 17.9

Approach 363 3.5 0.325 65.1 LOS E 6.8 49.0 0.90 0.73 21.2


10 L 120 3.5 0.100 11.7 LOS A 1.2 8.4 0.14 0.63 45.6

11 T 2076 3.5 0.979 61.8 LOS E 101.0 727.9 1.00 1.13 21.5

12 R 189 3.5 0.439 79.4 LOS F 6.8 49.0 0.95 0.78 19.1

Approach 2385 3.5 0.979 60.6 LOS E 101.0 727.9 0.95 1.07 21.8







Mov ID

Description Demand

Flow Average
















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PHASING SUMMARY Site: 2021 AM Camden Valley Wy/Denham Ct Rd (Amended)

Camden Valley Way / Denham Court Road 2021 AM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, B, C, C1, D Output Sequence: A, A1, B, C, D Phase Timing Results

Phase A A1 B C D




Phase Time (sec) 12 13 82 17 36

Phase Split 8 % 8 % 51 % 11 % 23 %









MOVEMENT SUMMARY Site: 2021 PM Camden Valley Wy/Denham Ct Rd (Amended)

Camden Valley Way / Denham Court Road 2021 PM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 103 3.5 0.375 55.1 LOS D 6.1 44.0 0.81 0.76 24.1

2 T 195 3.5 0.264 58.8 LOS E 6.4 46.5 0.89 0.71 22.2

3 R 226 3.5 0.768 90.8 LOS F 9.2 66.5 1.00 0.87 17.4

Approach 524 3.5 0.768 71.9 LOS F 9.2 66.5 0.92 0.79 20.1


4 L 297 3.5 0.253 12.6 LOS A 3.6 26.0 0.17 0.65 44.8

5 T 2231 3.5 0.811 22.4 LOS B 43.0 310.3 0.71 0.65 35.6

6 R 164 3.5 0.483 83.8 LOS F 6.1 44.2 0.97 0.77 18.4

Approach 2692 3.5 0.811 25.1 LOS B 43.0 310.3 0.66 0.66 34.4


7 L 83 3.5 0.238 48.8 LOS D 4.5 32.8 0.75 0.74 25.9

8 T 231 3.5 0.323 60.5 LOS E 7.8 56.2 0.91 0.73 21.8

9 R 65 3.5 0.239 84.9 LOS F 2.5 17.8 0.98 0.73 18.2

Approach 379 3.5 0.323 62.1 LOS E 7.8 56.2 0.89 0.73 21.8


10 L 74 3.5 0.074 15.7 LOS B 1.2 8.5 0.22 0.65 42.2

11 T 934 3.5 0.502 23.0 LOS B 18.6 133.8 0.56 0.50 35.5

12 R 125 3.5 0.788 97.0 LOS F 5.2 37.8 1.00 0.84 16.6

Approach 1133 3.5 0.788 30.7 LOS C 18.6 133.8 0.59 0.55 31.8







Mov ID

Description Demand

Flow Average







P5 Across N approach 53 31.9 LOS D 0.2 0.2 0.63 0.63









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PHASING SUMMARY Site: 2021 PM Camden Valley Wy/Denham Ct Rd (Amended)

Camden Valley Way / Denham Court Road 2021 PM Peak Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C, C1, D Output Sequence: A, A1, B, C, C1, D Phase Timing Results

Phase A A1 B C C1 D

Green Time (sec) 7 2 78 12 0 30

Yellow Time (sec) 4 4 4 4 4 4

All-Red Time (sec) 2 2 2 2 2 2

Phase Time (sec) 13 8 84 18 1 36

Phase Split 8 % 5 % 53 % 11 % 1 % 23 %










Camden Valley Way / Cowpasture Road 2026 AM Peak (1.5% growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 31 3.5 0.172 54.5 LOS D 1.8 12.9 0.78 0.71 24.2

2 T 72 3.5 0.207 59.0 LOS E 4.8 34.3 0.89 0.69 21.9

3 R 162 3.5 1.000 3 72.6 LOS F 11.3 81.6 0.98 0.81 20.2

Approach 265 3.5 1.000 66.8 LOS E 11.3 81.6 0.93 0.76 21.1


24 L 80 3.5 0.108 11.6 LOS A 0.7 5.4 0.13 0.63 45.7

25 T 1248 3.5 0.501 29.2 LOS C 18.8 135.4 0.63 0.56 32.2

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 1336 3.5 0.501 28.5 LOS C 18.8 135.4 0.60 0.56 32.6


7 L 8 3.5 0.071 53.6 LOS D 0.5 3.3 0.76 0.66 24.5

8 T 21 3.5 0.577 86.7 LOS F 3.5 25.5 1.00 0.76 17.0

9 R 217 3.5 0.577 74.1 LOS F 14.0 100.6 0.97 0.82 20.0

Approach 246 3.5 0.577 74.5 LOS F 14.0 100.6 0.96 0.81 19.8


30 L 249 3.5 0.241 12.1 LOS A 2.7 19.5 0.15 0.64 45.3

31 T 2396 3.5 0.962 68.8 LOS E 74.8 539.3 1.00 1.10 20.1

32 R 13 3.5 0.192 93.0 LOS F 1.0 7.4 0.99 0.68 17.0

Approach 2658 3.5 0.962 63.6 LOS E 74.8 539.3 0.92 1.05 21.2








Mov ID

Description Demand

Flow Average















Project: N:\Traffic\PROJECTS\Current\600319 East Leppington\Analysis\SIDRA\600319 2026 Intersection Analysis (1.5pc growth).sip 8000955, CARDNO, ENTERPRISE

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Camden Valley Way / Cowpasture Road 2026 AM Peak (1.5% growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, B, C, C1, D Output Sequence: A, B, C, C1, D Phase Timing Results

Phase A B C C1 D




Phase Time (sec) 12 76 36 0 36

Phase Split 8 % 48 % 23 % 0 % 23 %










Camden Valley Way / Denham Court Road 2026 AM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 157 3.5 0.511 45.4 LOS D 8.4 60.7 0.74 0.76 26.9

2 T 214 3.5 0.251 54.4 LOS D 6.8 49.1 0.86 0.69 23.3

3 R 319 3.5 0.787 87.3 LOS F 12.9 92.9 1.00 0.89 17.9

Approach 690 3.5 0.787 67.6 LOS E 12.9 92.9 0.90 0.80 21.0


4 L 451 3.5 0.668 26.7 LOS B 18.9 136.3 0.59 0.77 34.8

5 T 960 3.5 0.386 32.1 LOS C 16.6 119.5 0.72 0.63 30.7

6 R 75 3.5 0.555 95.3 LOS F 3.1 22.3 1.00 0.74 16.8

Approach 1486 3.5 0.668 33.7 LOS C 18.9 136.3 0.70 0.68 30.5


7 L 79 3.5 0.239 54.4 LOS D 4.6 33.3 0.80 0.75 24.3

8 T 236 3.5 0.311 58.6 LOS E 7.8 56.5 0.90 0.72 22.2

9 R 81 3.5 0.257 82.7 LOS F 3.0 21.8 0.97 0.74 18.6

Approach 396 3.5 0.311 62.7 LOS E 7.8 56.5 0.89 0.73 21.7


10 L 120 3.5 0.107 20.2 LOS B 3.6 26.3 0.43 0.70 38.8

11 T 2227 3.5 0.783 34.7 LOS C 46.7 336.8 0.89 0.82 29.4

12 R 226 3.5 0.627 84.3 LOS F 8.7 63.0 1.00 0.80 18.3

Approach 2573 3.5 0.783 38.4 LOS C 46.7 336.8 0.88 0.81 28.2







Mov ID

Description Demand

Flow Average
















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Camden Valley Way / Denham Court Road 2026 AM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C, C1, D Output Sequence: A, A1, B, C, C1, D Phase Timing Results

Phase A A1 B C C1 D

Green Time (sec) 6 4 70 14 0 32



Phase Time (sec) 12 10 76 20 4 38

Phase Split 8 % 6 % 48 % 13 % 3 % 24 %










Camden Valley Way / Heath Rd 2026 AM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 142 3.5 0.327 46.0 LOS D 12.2 88.0 0.76 0.83 26.8

2 T 81 3.5 0.327 37.7 LOS C 12.2 88.0 0.76 0.64 27.6

3 R 167 3.5 0.882 67.4 LOS E 11.3 81.6 0.86 0.88 21.1

Approach 390 3.5 0.882 53.5 LOS D 12.2 88.0 0.80 0.81 24.1


4 L 72 3.5 0.456 39.2 LOS C 20.7 149.0 0.73 0.91 29.9

5 T 1125 3.5 0.456 30.9 LOS C 20.9 150.4 0.73 0.65 31.2

6 R 22 3.5 0.325 94.4 LOS F 1.8 12.9 1.00 0.71 16.7

Approach 1219 3.5 0.456 32.5 LOS C 20.9 150.4 0.74 0.66 30.6


7 L 17 3.5 0.078 44.2 LOS D 2.6 18.9 0.69 0.81 27.8

8 T 35 3.5 0.078 35.9 LOS C 2.6 18.9 0.69 0.54 28.8

9 R 40 3.5 0.235 55.8 LOS D 2.4 17.0 0.79 0.74 23.7

Approach 92 3.5 0.235 46.0 LOS D 2.6 18.9 0.74 0.68 26.2


10 L 87 3.5 0.875 49.5 LOS D 58.9 425.0 0.97 0.95 26.6

11 T 2398 3.5 0.875 41.1 LOS C 59.2 426.7 0.97 0.92 26.9

12 R 61 3.5 0.451 87.3 LOS F 4.7 34.1 1.00 0.76 17.7

Approach 2546 3.5 0.875 42.5 LOS D 59.2 426.7 0.97 0.91 26.6







Mov ID

Description Demand

Flow Average






P3 Across E approach 53 46.5 LOS E 0.2 0.2 0.76 0.76


P7 Across W approach 53 46.5 LOS E 0.2 0.2 0.76 0.76








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Camden Valley Way / Heath Rd 2026 AM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C Output Sequence: A, A1, B, C Phase Timing Results

Phase A A1 B C





Phase Split 8 % 4 % 50 % 39 %










Camden Valley Way / St Andrews Road 2026 AM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 114 3.5 0.324 10.2 LOS A 1.7 12.6 0.25 0.66 47.0

3 R 39 3.5 0.071 67.6 LOS E 1.4 10.2 0.87 0.71 21.1

Approach 153 3.5 0.324 24.9 LOS B 1.7 12.6 0.41 0.68 35.8


4 L 17 3.5 0.012 8.0 LOS A 0.1 0.5 0.09 0.61 49.3

5 T 1406 3.5 0.370 12.2 LOS A 15.7 112.9 0.47 0.43 43.4

Approach 1423 3.5 0.370 12.2 LOS A 15.7 112.9 0.47 0.43 43.5


11 T 2649 3.5 0.616 9.3 LOS A 30.6 220.4 0.50 0.46 46.0

12 R 48 3.5 0.341 90.9 LOS F 2.4 17.6 1.00 0.72 17.2

Approach 2698 3.5 0.616 10.8 LOS A 30.6 220.4 0.51 0.47 44.7







Mov ID

Description Demand

Flow Average















�

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Camden Valley Way / St Andrews Road 2026 AM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Two-Phase Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C















Denham Court Road / East Leppington Precinct 2026 AM Peak (1.5pc growth) Roundabout




Level of Service


Effective Stop Rate




5 T 176 3.5 0.281 4.4 LOS A 1.8 13.0 0.44 0.42 50.3

6 R 147 3.5 0.281 12.4 LOS A 1.8 13.0 0.44 0.77 46.4

Approach 323 3.5 0.281 8.0 LOS A 1.8 13.0 0.44 0.58 48.3


7 L 681 3.5 0.600 8.3 LOS A 5.8 42.1 0.78 0.76 47.4

9 R 182 3.5 0.252 14.6 LOS B 1.5 10.5 0.63 0.78 44.1

Approach 863 3.5 0.600 9.6 LOS A 5.8 42.1 0.75 0.77 46.6

West: Precinct (W)

10 L 424 3.5 0.651 6.1 LOS A 6.5 47.2 0.59 0.54 49.2

11 T 410 3.5 0.651 4.7 LOS A 6.5 47.2 0.59 0.46 49.4

Approach 834 3.5 0.651 5.4 LOS A 6.5 47.2 0.59 0.50 49.3










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Camden Valley Way / Cowpasture Road 2026 PM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 13 3.5 0.072 53.8 LOS D 0.7 5.3 0.77 0.68 24.4

2 T 21 3.5 0.059 56.8 LOS E 1.3 9.6 0.85 0.62 22.7

3 R 80 3.5 0.789 95.6 LOS F 6.7 48.3 1.00 0.88 16.7

Approach 114 3.5 0.789 83.7 LOS F 6.7 48.3 0.95 0.81 18.3


24 L 186 3.5 0.298 14.6 LOS B 2.5 17.7 0.22 0.65 43.0

25 T 2782 3.5 0.899 28.6 LOS C 59.9 432.1 0.86 0.83 32.1

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 2976 3.5 0.899 27.9 LOS B 59.9 432.1 0.82 0.82 32.5


7 L 8 3.5 0.068 50.4 LOS D 0.4 3.1 0.74 0.65 25.4

8 T 48 3.5 0.828 87.5 LOS F 9.0 64.9 1.00 0.93 16.9

9 R 180 3.5 0.828 94.3 LOS F 10.2 73.2 1.00 0.93 17.0

Approach 236 3.5 0.828 91.4 LOS F 10.2 73.2 0.99 0.92 17.1


30 L 163 3.5 0.156 11.8 LOS A 1.6 11.8 0.14 0.64 45.5

31 T 1190 3.5 0.385 15.3 LOS B 11.5 83.1 0.41 0.36 41.0

32 R 31 3.5 0.459 94.8 LOS F 2.5 18.2 1.00 0.72 16.8

Approach 1384 3.5 0.459 16.7 LOS B 11.5 83.1 0.39 0.40 40.2







Mov ID

Description Demand

Flow Average
















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Camden Valley Way / Cowpasture Road 2026 PM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, B, C, C1, D Output Sequence: A, B, C, C1, D Phase Timing Results

Phase A B C C1 D





Phase Split 8 % 58 % 9 % 3 % 23 %










Camden Valley Way / Denham Court Road 2026 PM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 134 3.5 0.462 50.2 LOS D 7.6 54.7 0.78 0.76 25.4

2 T 227 3.5 0.274 55.6 LOS D 7.3 52.8 0.88 0.71 23.0

3 R 267 3.5 0.846 94.4 LOS F 11.3 81.3 1.00 0.95 16.9

Approach 628 3.5 0.846 70.9 LOS F 11.3 81.3 0.91 0.82 20.3


4 L 375 3.5 0.523 22.6 LOS B 13.5 97.3 0.51 0.74 37.3

5 T 2394 3.5 0.841 36.5 LOS C 52.8 380.6 0.94 0.86 28.7

6 R 164 3.5 0.404 80.1 LOS F 6.1 43.8 0.97 0.78 19.0

Approach 2933 3.5 0.841 37.1 LOS C 52.8 380.6 0.88 0.84 28.7


7 L 84 3.5 0.231 45.1 LOS D 4.4 31.6 0.72 0.74 27.0

8 T 289 3.5 0.381 59.6 LOS E 9.8 70.4 0.91 0.75 22.0

9 R 64 3.5 0.258 86.2 LOS F 2.5 17.7 0.98 0.73 18.1

Approach 437 3.5 0.381 60.7 LOS E 9.8 70.4 0.89 0.74 22.1


10 L 74 3.5 0.074 24.8 LOS B 2.6 18.7 0.49 0.70 35.9

11 T 1023 3.5 0.400 31.1 LOS C 17.5 126.1 0.72 0.63 31.2

12 R 188 3.5 0.834 96.8 LOS F 8.0 57.5 1.00 0.92 16.6

Approach 1285 3.5 0.834 40.4 LOS C 17.5 126.1 0.75 0.67 27.8







Mov ID

Description Demand

Flow Average
















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� �


Camden Valley Way / Denham Court Road 2026 PM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C, C1, D Output Sequence: A, A1, B, C, C1, D Phase Timing Results

Phase A A1 B C C1 D

Green Time (sec) 10 2 72 11 0 32



Phase Time (sec) 16 8 78 17 3 38

Phase Split 10 % 5 % 49 % 11 % 2 % 24 %










Camden Valley Way / Heath Rd 2026 PM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 61 3.5 0.305 70.4 LOS E 6.6 47.2 0.92 0.79 20.7

2 T 35 3.5 0.305 62.1 LOS E 6.6 47.2 0.92 0.73 20.9

3 R 72 3.5 0.477 84.0 LOS F 5.5 39.6 0.99 0.78 18.2

Approach 168 3.5 0.477 74.5 LOS F 6.6 47.2 0.95 0.77 19.6


4 L 167 3.5 0.855 42.5 LOS C 56.2 405.6 0.93 0.93 28.9

5 T 2410 3.5 0.855 34.0 LOS C 56.7 408.7 0.93 0.87 29.5

6 R 23 3.5 0.137 62.5 LOS E 1.4 10.3 0.84 0.71 22.1

Approach 2600 3.5 0.855 34.8 LOS C 56.7 408.7 0.93 0.87 29.4


7 L 23 3.5 0.362 73.7 LOS F 7.3 52.7 0.94 0.81 20.4

8 T 81 3.5 0.362 65.4 LOS E 7.3 52.7 0.94 0.75 20.6

9 R 84 3.5 0.593 83.8 LOS F 6.4 46.4 0.99 0.79 18.2

Approach 188 3.5 0.593 74.6 LOS F 7.3 52.7 0.96 0.77 19.4


10 L 70 3.5 0.425 32.2 LOS C 19.6 141.2 0.65 0.92 33.0

11 T 1210 3.5 0.425 23.9 LOS B 19.8 142.4 0.65 0.58 34.8

12 R 142 3.5 0.856 83.2 LOS F 11.2 80.4 0.91 0.94 18.3

Approach 1422 3.5 0.856 30.2 LOS C 19.8 142.4 0.68 0.63 31.8







Mov ID

Description Demand

Flow Average
















�

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Camden Valley Way / Heath Rd 2026 PM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C





Phase Split 24 % 57 % 19 %










Camden Valley Way / St Andrews Road 2026 PM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 48 3.5 0.137 23.6 LOS B 1.9 14.0 0.53 0.73 36.6

3 R 17 3.5 0.031 66.9 LOS E 0.6 4.3 0.86 0.68 21.3

Approach 65 3.5 0.137 34.7 LOS C 1.9 14.0 0.62 0.71 30.9


4 L 39 3.5 0.031 8.3 LOS A 0.2 1.8 0.12 0.62 49.0

5 T 2764 3.5 0.733 18.6 LOS B 46.0 332.0 0.72 0.67 37.9

Approach 2803 3.5 0.733 18.5 LOS B 46.0 332.0 0.71 0.67 38.1


11 T 1478 3.5 0.343 6.7 LOS A 12.3 88.5 0.36 0.32 49.2

12 R 114 3.5 0.713 92.7 LOS F 5.9 42.8 1.00 0.80 17.0

Approach 1592 3.5 0.713 12.8 LOS A 12.3 88.5 0.40 0.35 43.3







Mov ID

Description Demand

Flow Average















�

� �


Camden Valley Way / St Andrews Road 2026 PM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Two-Phase Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C















Denham Court Road / East Leppington Precinct 2026 PM Peak (1.5pc growth) Roundabout




Level of Service


Effective Stop Rate




5 T 410 3.5 0.850 15.6 LOS B 15.8 114.3 1.00 1.16 40.9

6 R 395 3.5 0.850 23.6 LOS B 15.8 114.3 1.00 1.16 38.8

Approach 805 3.5 0.850 19.5 LOS B 15.8 114.3 1.00 1.16 39.8


7 L 309 3.5 0.263 5.9 LOS A 1.7 12.2 0.43 0.51 49.8

9 R 424 3.5 0.309 12.1 LOS A 2.1 15.5 0.43 0.64 45.0

Approach 733 3.5 0.309 9.5 LOS A 2.1 15.5 0.43 0.59 46.8

West: Precinct (W)

10 L 182 3.5 0.402 7.4 LOS A 2.9 21.1 0.72 0.66 48.4

11 T 176 3.5 0.402 6.0 LOS A 2.9 21.1 0.72 0.58 48.3

Approach 358 3.5 0.402 6.7 LOS A 2.9 21.1 0.72 0.62 48.4










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Camden Valley Way / Cowpasture Road 2026 AM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 31 3.5 0.172 54.5 LOS D 1.8 12.9 0.78 0.71 24.2

2 T 77 3.5 0.222 59.2 LOS E 5.1 36.9 0.89 0.70 21.8

3 R 157 3.5 1.000 3 74.6 LOS F 11.3 81.6 0.97 0.80 19.9

Approach 265 3.5 1.000 67.8 LOS E 11.3 81.6 0.93 0.76 20.9


24 L 80 3.5 0.108 11.6 LOS A 0.7 5.4 0.13 0.63 45.7

25 T 1321 3.5 0.502 26.1 LOS B 18.7 135.0 0.60 0.53 33.8

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 1409 3.5 0.502 25.6 LOS B 18.7 135.0 0.57 0.54 34.1


7 L 8 3.5 0.071 53.6 LOS D 0.5 3.3 0.76 0.66 24.5

8 T 21 3.5 0.694 91.6 LOS F 3.0 21.6 1.00 0.80 16.4

9 R 217 3.5 0.694 78.4 LOS F 15.2 109.8 1.00 0.84 19.3

Approach 246 3.5 0.694 78.7 LOS F 15.2 109.8 0.99 0.83 19.1


30 L 249 3.5 0.241 12.1 LOS A 2.7 19.5 0.15 0.64 45.3

31 T 2532 3.5 0.962 64.6 LOS E 78.2 563.5 1.00 1.09 20.9

32 R 13 3.5 0.192 93.0 LOS F 1.0 7.4 0.99 0.68 17.0

Approach 2794 3.5 0.962 60.1 LOS E 78.2 563.5 0.92 1.05 21.9








Mov ID

Description Demand

Flow Average















Project: N:\Traffic\PROJECTS\Current\600319 East Leppington\Analysis\SIDRA\600319 2026 Intersection Analysis (3pc growth).sip 8000955, CARDNO, ENTERPRISE

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Camden Valley Way / Cowpasture Road 2026 AM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, C, C, C1, D Output Sequence: A, C, C, C1, D Phase Timing Results

Phase A C C C1 D





Phase Split 8 % 50 % 20 % 0 % 23 %










Camden Valley Way / Denham Court Road 2026 AM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 160 3.5 0.526 46.2 LOS D 8.7 62.6 0.75 0.77 26.7

2 T 216 3.5 0.260 55.4 LOS D 6.9 50.1 0.87 0.70 23.0

3 R 324 3.5 0.799 88.0 LOS F 13.2 94.9 1.00 0.90 17.8

Approach 700 3.5 0.799 68.4 LOS E 13.2 94.9 0.90 0.81 20.8


4 L 476 3.5 0.705 27.4 LOS B 20.3 146.7 0.61 0.78 34.5

5 T 1018 3.5 0.409 32.5 LOS C 17.8 128.3 0.73 0.64 30.5

6 R 75 3.5 0.555 95.3 LOS F 3.1 22.3 1.00 0.74 16.8

Approach 1569 3.5 0.705 34.0 LOS C 20.3 146.7 0.71 0.69 30.4


7 L 79 3.5 0.239 54.4 LOS D 4.6 33.3 0.80 0.75 24.3

8 T 247 3.5 0.326 58.8 LOS E 8.2 59.4 0.90 0.73 22.2

9 R 81 3.5 0.240 81.4 LOS F 3.0 21.6 0.96 0.74 18.8

Approach 407 3.5 0.326 62.5 LOS E 8.2 59.4 0.89 0.74 21.8


10 L 120 3.5 0.105 19.8 LOS B 3.6 25.9 0.42 0.70 39.1

11 T 2367 3.5 0.832 36.2 LOS C 51.8 373.2 0.93 0.86 28.8

12 R 238 3.5 0.660 85.0 LOS F 9.3 66.9 1.00 0.82 18.2

Approach 2725 3.5 0.832 39.7 LOS C 51.8 373.2 0.91 0.84 27.7







Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Denham Court Road 2026 AM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C, C1, D Output Sequence: A, A1, B, C, C1, D Phase Timing Results

Phase A A1 B C C1 D

Green Time (sec) 6 4 70 15 0 32



Phase Time (sec) 12 10 76 21 3 38

Phase Split 8 % 6 % 48 % 13 % 2 % 24 %










Camden Valley Way / Heath Rd 2026 AM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 142 3.5 0.345 48.4 LOS D 12.6 90.8 0.78 0.83 26.1

2 T 81 3.5 0.345 40.1 LOS C 12.6 90.8 0.78 0.66 26.8

3 R 167 3.5 0.909 68.3 LOS E 11.3 81.6 0.89 0.87 20.9

Approach 390 3.5 0.909 55.2 LOS D 12.6 90.8 0.83 0.81 23.7


4 L 72 3.5 0.463 37.5 LOS C 21.4 154.1 0.72 0.91 30.6

5 T 1192 3.5 0.463 29.2 LOS C 21.6 155.5 0.72 0.64 32.0

6 R 22 3.5 0.325 94.4 LOS F 1.8 12.9 1.00 0.71 16.7

Approach 1286 3.5 0.463 30.8 LOS C 21.6 155.5 0.72 0.65 31.4


7 L 17 3.5 0.083 46.3 LOS D 2.7 19.5 0.71 0.81 27.0

8 T 35 3.5 0.083 38.0 LOS C 2.7 19.5 0.71 0.55 28.0

9 R 40 3.5 0.242 59.2 LOS E 2.4 17.6 0.82 0.74 22.9

Approach 92 3.5 0.242 48.8 LOS D 2.7 19.5 0.76 0.68 25.4


10 L 87 3.5 0.898 52.0 LOS D 66.0 475.7 0.98 0.97 25.8

11 T 2558 3.5 0.898 43.6 LOS D 66.2 477.4 0.98 0.95 26.1

12 R 61 3.5 0.451 87.3 LOS F 4.7 34.1 1.00 0.76 17.7

Approach 2706 3.5 0.898 44.8 LOS D 66.2 477.4 0.98 0.95 25.8







Mov ID

Description Demand

Flow Average
















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Camden Valley Way / Heath Rd 2026 AM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C Output Sequence: A, A1, B, C Phase Timing Results

Phase A A1 B C





Phase Split 8 % 4 % 52 % 37 %










Camden Valley Way / Heath Rd 2026 AM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C Output Sequence: A, A1, B, C Phase Timing Results

Phase A A1 B C





Phase Split 8 % 4 % 52 % 37 %










Camden Valley Way / St Andrews Road 2026 AM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Two-Phase Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C



















Level of Service


Effective Stop Rate




5 T 176 3.5 0.289 4.4 LOS A 1.9 13.5 0.44 0.42 50.3

6 R 157 3.5 0.289 12.4 LOS A 1.9 13.5 0.44 0.76 46.3

Approach 333 3.5 0.289 8.2 LOS A 1.9 13.5 0.44 0.58 48.2


7 L 728 3.5 0.642 8.9 LOS A 6.9 49.7 0.81 0.80 47.2

9 R 182 3.5 0.259 14.7 LOS B 1.5 10.8 0.64 0.79 44.0

Approach 910 3.5 0.642 10.0 LOS A 6.9 49.7 0.78 0.80 46.5

West: Precinct (W)

10 L 424 3.5 0.660 6.2 LOS A 6.7 48.0 0.61 0.55 49.0

11 T 410 3.5 0.660 4.9 LOS A 6.7 48.0 0.61 0.47 49.2

Approach 834 3.5 0.660 5.5 LOS A 6.7 48.0 0.61 0.51 49.1










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Camden Valley Way / Cowpasture Road 2026 PM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 13 3.5 0.072 53.8 LOS D 0.7 5.3 0.77 0.68 24.4

2 T 21 3.5 0.059 56.8 LOS E 1.3 9.6 0.85 0.62 22.7

3 R 80 3.5 0.789 95.6 LOS F 6.7 48.3 1.00 0.88 16.7

Approach 114 3.5 0.789 83.7 LOS F 6.7 48.3 0.95 0.81 18.3


24 L 186 3.5 0.276 13.6 LOS A 2.2 15.7 0.20 0.65 43.9

25 T 2945 3.5 0.930 34.6 LOS C 71.9 518.2 0.91 0.91 29.4

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 3139 3.5 0.930 33.5 LOS C 71.9 518.2 0.87 0.90 30.0


7 L 8 3.5 0.069 52.0 LOS D 0.4 3.2 0.75 0.65 24.9

8 T 48 3.5 1.055 213.0 LOS F 13.6 98.0 1.00 1.35 8.6

9 R 180 3.5 1.055 219.9 LOS F 18.3 131.7 1.00 1.39 8.6

Approach 236 3.5 1.055 212.8 LOS F 18.3 131.7 0.99 1.36 8.8


30 L 163 3.5 0.156 11.8 LOS A 1.6 11.8 0.14 0.64 45.5

31 T 1260 3.5 0.398 14.2 LOS A 11.7 84.6 0.39 0.35 42.0

32 R 31 3.5 0.459 94.8 LOS F 2.5 18.2 1.00 0.72 16.8

Approach 1454 3.5 0.459 15.7 LOS B 11.7 84.6 0.38 0.39 41.0







Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Cowpasture Road 2026 PM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, B, C, C1, D Output Sequence: A, B, C, C1, D Phase Timing Results

Phase A B C C1 D





Phase Split 8 % 59 % 9 % 1 % 23 %










Camden Valley Way / Denham Court Road 2026 PM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 140 3.5 0.479 49.6 LOS D 7.9 56.8 0.77 0.77 25.6

2 T 237 3.5 0.278 54.8 LOS D 7.6 54.8 0.87 0.70 23.2

3 R 278 3.5 0.881 97.9 LOS F 12.1 86.9 1.00 1.00 16.5

Approach 655 3.5 0.881 72.0 LOS F 12.1 86.9 0.91 0.84 20.1


4 L 384 3.5 0.536 22.7 LOS B 13.9 100.3 0.51 0.74 37.2

5 T 2545 3.5 0.895 45.2 LOS D 63.9 461.0 0.98 0.95 25.7

6 R 164 3.5 0.428 81.3 LOS F 6.1 44.2 0.98 0.78 18.8

Approach 3093 3.5 0.895 44.3 LOS D 63.9 461.0 0.92 0.92 26.2


7 L 84 3.5 0.233 45.8 LOS D 4.4 31.9 0.72 0.74 26.8

8 T 296 3.5 0.390 59.7 LOS E 10.0 72.2 0.92 0.75 22.0

9 R 65 3.5 0.289 87.7 LOS F 2.5 18.2 0.99 0.73 17.8

Approach 445 3.5 0.390 61.2 LOS E 10.0 72.2 0.89 0.74 22.0


10 L 74 3.5 0.074 24.8 LOS B 2.6 18.7 0.49 0.70 35.9

11 T 1086 3.5 0.418 30.8 LOS C 18.6 134.2 0.72 0.63 31.3

12 R 193 3.5 0.857 98.3 LOS F 8.3 59.7 1.00 0.95 16.4

Approach 1353 3.5 0.857 40.1 LOS C 18.6 134.2 0.75 0.68 27.8







Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Denham Court Road 2026 PM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C, C1, D Output Sequence: A, A1, B, C, C1, D Phase Timing Results

Phase A A1 B C C1 D

Green Time (sec) 10 1 73 10 0 32



Phase Time (sec) 16 7 79 16 4 38

Phase Split 10 % 4 % 49 % 10 % 3 % 24 %










Camden Valley Way / Heath Rd 2026 PM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 61 3.5 0.305 70.4 LOS E 6.6 47.2 0.92 0.79 20.7

2 T 35 3.5 0.305 62.1 LOS E 6.6 47.2 0.92 0.73 20.9

3 R 72 3.5 0.477 84.0 LOS F 5.5 39.6 0.99 0.78 18.2

Approach 168 3.5 0.477 74.5 LOS F 6.6 47.2 0.95 0.77 19.6


4 L 167 3.5 0.878 43.7 LOS D 62.3 449.1 0.95 0.95 28.4

5 T 2571 3.5 0.878 35.2 LOS C 62.7 452.0 0.95 0.89 29.0

6 R 23 3.5 0.141 65.3 LOS E 1.5 10.6 0.85 0.71 21.5

Approach 2761 3.5 0.878 36.0 LOS C 62.7 452.0 0.95 0.90 28.9


7 L 23 3.5 0.362 73.7 LOS F 7.3 52.7 0.94 0.81 20.4

8 T 81 3.5 0.362 65.4 LOS E 7.3 52.7 0.94 0.75 20.6

9 R 84 3.5 0.593 83.8 LOS F 6.4 46.4 0.99 0.79 18.2

Approach 188 3.5 0.593 74.6 LOS F 7.3 52.7 0.96 0.77 19.4


10 L 70 3.5 0.433 30.7 LOS C 20.2 145.7 0.64 0.93 33.7

11 T 1283 3.5 0.433 22.4 LOS B 20.4 146.8 0.64 0.57 35.7

12 R 142 3.5 0.877 85.8 LOS F 11.3 81.6 0.93 0.93 17.9

Approach 1495 3.5 0.877 28.8 LOS C 20.4 146.8 0.66 0.62 32.5







Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Heath Rd 2026 PM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C





Phase Split 23 % 59 % 19 %










Camden Valley Way / St Andrews Road 2026 PM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 48 3.5 0.138 27.1 LOS B 2.1 15.3 0.57 0.73 34.6

3 R 17 3.5 0.031 66.9 LOS E 0.6 4.3 0.86 0.68 21.3

Approach 65 3.5 0.138 37.4 LOS C 2.1 15.3 0.65 0.72 29.8


4 L 39 3.5 0.031 8.3 LOS A 0.2 1.8 0.12 0.62 49.0

5 T 2947 3.5 0.782 19.9 LOS B 52.4 377.8 0.76 0.72 37.0

Approach 2986 3.5 0.782 19.7 LOS B 52.4 377.8 0.76 0.72 37.2


11 T 1560 3.5 0.363 6.8 LOS A 13.2 95.3 0.36 0.33 49.0

12 R 114 3.5 0.713 92.7 LOS F 5.9 42.8 1.00 0.80 17.0

Approach 1674 3.5 0.713 12.7 LOS A 13.2 95.3 0.41 0.36 43.4







Mov ID

Description Demand

Flow Average















�

� �


Camden Valley Way / St Andrews Road 2026 PM Peak (3pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Two-Phase Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C



















Level of Service


Effective Stop Rate




5 T 410 3.5 0.877 17.8 LOS B 18.5 133.1 1.00 1.22 39.3

6 R 422 3.5 0.877 25.7 LOS B 18.5 133.1 1.00 1.22 37.5

Approach 832 3.5 0.877 21.8 LOS B 18.5 133.1 1.00 1.22 38.3


7 L 330 3.5 0.278 5.9 LOS A 1.8 13.1 0.44 0.51 49.7

9 R 424 3.5 0.309 12.1 LOS A 2.2 15.6 0.43 0.64 45.0

Approach 754 3.5 0.309 9.4 LOS A 2.2 15.6 0.43 0.58 46.8

West: Precinct (W)

10 L 182 3.5 0.414 7.6 LOS A 3.0 21.9 0.74 0.68 48.2

11 T 176 3.5 0.414 6.2 LOS A 3.0 21.9 0.74 0.60 48.1

Approach 358 3.5 0.414 6.9 LOS A 3.0 21.9 0.74 0.64 48.2










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Camden Valley Way / Cowpasture Road 2026 AM Peak (4.4% growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 31 3.5 0.172 54.5 LOS D 1.8 12.9 0.78 0.71 24.2

2 T 81 3.5 0.233 59.3 LOS E 5.4 38.8 0.89 0.70 21.8

3 R 153 3.5 1.000 3 77.6 LOS F 11.3 81.6 0.99 0.80 19.4

Approach 265 3.5 1.000 69.3 LOS E 11.3 81.6 0.93 0.76 20.5


24 L 80 3.5 0.108 11.6 LOS A 0.7 5.4 0.13 0.63 45.7

25 T 1390 3.5 0.508 23.9 LOS B 18.8 135.8 0.57 0.51 35.0

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 1478 3.5 0.508 23.6 LOS B 18.8 135.8 0.55 0.52 35.3


7 L 8 3.5 0.071 53.6 LOS D 0.5 3.3 0.76 0.66 24.5

8 T 21 3.5 0.778 94.1 LOS F 3.2 23.0 1.00 0.84 16.1

9 R 217 3.5 0.778 84.3 LOS F 15.9 114.8 1.00 0.88 18.3

Approach 246 3.5 0.778 84.1 LOS F 15.9 114.8 0.99 0.87 18.3


30 L 249 3.5 0.241 12.1 LOS A 2.7 19.5 0.15 0.64 45.3

31 T 2659 3.5 0.971 67.8 LOS E 85.2 614.6 1.00 1.12 20.3

32 R 13 3.5 0.192 93.0 LOS F 1.0 7.4 0.99 0.68 17.0

Approach 2921 3.5 0.971 63.2 LOS E 85.2 614.6 0.93 1.07 21.3








Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Cowpasture Road 2026 AM Peak (4.4% growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, B, C, C1, D Output Sequence: A, B, C, C1, D Phase Timing Results

Phase A B C C1 D





Phase Split 8 % 52 % 18 % 0 % 23 %














Level of Service


Effective Stop Rate




1 L 162 3.5 0.532 46.2 LOS D 8.8 63.4 0.75 0.77 26.7

2 T 218 3.5 0.263 55.4 LOS D 7.0 50.6 0.87 0.70 23.0

3 R 330 3.5 0.862 93.6 LOS F 14.0 101.0 1.00 0.96 17.0

Approach 710 3.5 0.862 71.1 LOS F 14.0 101.0 0.90 0.84 20.3


4 L 498 3.5 0.738 28.7 LOS C 21.6 156.1 0.65 0.79 33.8

5 T 1073 3.5 0.425 32.2 LOS C 18.8 135.3 0.73 0.64 30.7

6 R 75 3.5 0.555 95.3 LOS F 3.1 22.3 1.00 0.74 16.8

Approach 1646 3.5 0.738 34.0 LOS C 21.6 156.1 0.72 0.69 30.4


7 L 79 3.5 0.239 54.4 LOS D 4.6 33.3 0.80 0.75 24.3

8 T 257 3.5 0.339 59.0 LOS E 8.6 62.0 0.90 0.73 22.1

9 R 81 3.5 0.257 82.7 LOS F 3.0 21.8 0.97 0.74 18.6

Approach 417 3.5 0.339 62.7 LOS E 8.6 62.0 0.90 0.74 21.7


10 L 120 3.5 0.105 19.8 LOS B 3.6 25.9 0.42 0.70 39.1

11 T 2498 3.5 0.867 39.0 LOS C 57.8 417.1 0.96 0.90 27.7

12 R 250 3.5 0.694 85.8 LOS F 9.8 70.9 1.00 0.83 18.1

Approach 2868 3.5 0.867 42.2 LOS C 57.8 417.1 0.94 0.88 26.8







Mov ID

Description Demand

Flow Average
















�

� �



Phase A A1 B C C1 D

Green Time (sec) 6 4 71 14 0 32



Phase Time (sec) 12 10 77 20 3 38

Phase Split 8 % 6 % 48 % 13 % 2 % 24 %














Level of Service


Effective Stop Rate




1 L 142 3.5 0.357 50.0 LOS D 12.8 92.6 0.80 0.83 25.6

2 T 81 3.5 0.357 41.7 LOS C 12.8 92.6 0.80 0.68 26.2

3 R 167 3.5 0.925 68.6 LOS E 11.3 81.6 0.90 0.86 20.8

Approach 390 3.5 0.925 56.3 LOS D 12.8 92.6 0.84 0.81 23.4


4 L 72 3.5 0.474 36.5 LOS C 22.2 160.2 0.71 0.92 31.0

5 T 1255 3.5 0.474 28.2 LOS B 22.4 161.5 0.71 0.63 32.5

6 R 22 3.5 0.325 94.4 LOS F 1.8 12.9 1.00 0.71 16.7

Approach 1349 3.5 0.474 29.7 LOS C 22.4 161.5 0.72 0.65 31.9


7 L 17 3.5 0.086 47.8 LOS D 2.8 19.9 0.73 0.81 26.6

8 T 35 3.5 0.086 39.5 LOS C 2.8 19.9 0.73 0.56 27.4

9 R 40 3.5 0.246 61.0 LOS E 2.5 18.0 0.83 0.74 22.5

Approach 92 3.5 0.246 50.4 LOS D 2.8 19.9 0.77 0.69 24.9


10 L 87 3.5 0.926 59.4 LOS E 76.6 552.4 1.00 1.01 23.7

11 T 2708 3.5 0.926 51.0 LOS D 76.9 554.2 1.00 1.01 24.0

12 R 61 3.5 0.451 87.3 LOS F 4.7 34.1 1.00 0.76 17.7

Approach 2856 3.5 0.926 52.0 LOS D 76.9 554.2 1.00 1.01 23.8







Mov ID

Description Demand

Flow Average
















�

� �



Phase A A1 B C





Phase Split 8 % 4 % 53 % 36 %










Camden Valley Way / St Andrews Road 2026 AM Peak (4.4c growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 114 3.5 0.324 10.9 LOS A 2.0 14.6 0.28 0.67 46.4

3 R 39 3.5 0.071 67.6 LOS E 1.4 10.2 0.87 0.71 21.1

Approach 153 3.5 0.324 25.3 LOS B 2.0 14.6 0.43 0.68 35.6


4 L 17 3.5 0.012 8.0 LOS A 0.1 0.5 0.09 0.61 49.3

5 T 1555 3.5 0.405 12.2 LOS A 17.6 126.8 0.48 0.44 43.4

Approach 1572 3.5 0.405 12.1 LOS A 17.6 126.8 0.48 0.44 43.5


11 T 2988 3.5 0.694 10.5 LOS A 38.8 280.0 0.56 0.53 44.7

12 R 48 3.5 0.390 92.7 LOS F 2.5 17.9 1.00 0.71 16.9

Approach 3037 3.5 0.694 11.8 LOS A 38.8 280.0 0.57 0.53 43.5







Mov ID

Description Demand

Flow Average















�

� �


Camden Valley Way / St Andrews Road 2026 AM Peak (4.4c growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Two-Phase Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C



















Level of Service


Effective Stop Rate




5 T 176 3.5 0.314 4.5 LOS A 2.1 15.0 0.45 0.43 50.1

6 R 187 3.5 0.314 12.4 LOS A 2.1 15.0 0.45 0.75 46.2

Approach 363 3.5 0.314 8.5 LOS A 2.1 15.0 0.45 0.59 47.9


7 L 772 3.5 0.685 9.5 LOS A 8.2 58.8 0.85 0.84 46.9

9 R 182 3.5 0.261 14.7 LOS B 1.5 11.0 0.65 0.79 44.0

Approach 954 3.5 0.685 10.5 LOS A 8.2 58.8 0.81 0.83 46.3

West: Precinct (W)

10 L 424 3.5 0.685 6.6 LOS A 7.0 50.4 0.68 0.58 48.6

11 T 410 3.5 0.685 5.2 LOS A 7.0 50.4 0.68 0.50 48.6

Approach 834 3.5 0.685 5.9 LOS A 7.0 50.4 0.68 0.54 48.6










�

� �






Level of Service


Effective Stop Rate




1 L 13 3.5 0.072 53.8 LOS D 0.7 5.3 0.77 0.68 24.4

2 T 21 3.5 0.059 56.8 LOS E 1.3 9.6 0.85 0.62 22.7

3 R 80 3.5 0.789 95.6 LOS F 6.7 48.3 1.00 0.88 16.7

Approach 114 3.5 0.789 83.7 LOS F 6.7 48.3 0.95 0.81 18.3


24 L 186 3.5 0.276 13.6 LOS A 2.2 15.7 0.20 0.65 43.9

25 T 3097 3.5 0.978 61.8 LOS E 100.4 723.8 1.00 1.13 21.5

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 3291 3.5 0.978 59.1 LOS E 100.4 723.8 0.95 1.10 22.1


7 L 8 3.5 0.069 52.0 LOS D 0.4 3.2 0.75 0.65 24.9

8 T 48 3.5 1.055 213.0 LOS F 13.6 98.0 1.00 1.35 8.6

9 R 180 3.5 1.055 219.9 LOS F 18.3 131.7 1.00 1.39 8.6

Approach 236 3.5 1.055 212.8 LOS F 18.3 131.7 0.99 1.36 8.8


30 L 163 3.5 0.156 11.8 LOS A 1.6 11.8 0.14 0.64 45.5

31 T 1325 3.5 0.419 14.5 LOS A 12.6 91.0 0.40 0.36 41.8

32 R 31 3.5 0.459 94.8 LOS F 2.5 18.2 1.00 0.72 16.8

Approach 1519 3.5 0.459 15.8 LOS B 12.6 91.0 0.39 0.40 40.9







Mov ID

Description Demand

Flow Average
















�

� �



Phase A B C C1 D





Phase Split 8 % 59 % 9 % 1 % 23 %














Level of Service


Effective Stop Rate




1 L 145 3.5 0.496 49.7 LOS D 8.2 59.1 0.78 0.77 25.6

2 T 247 3.5 0.289 55.0 LOS D 7.9 57.3 0.87 0.71 23.1

3 R 289 3.5 0.916 103.7 LOS F 13.0 94.0 1.00 1.06 15.8

Approach 681 3.5 0.916 74.6 LOS F 13.0 94.0 0.91 0.87 19.6


4 L 393 3.5 0.548 22.8 LOS B 14.3 103.3 0.52 0.75 37.2

5 T 2683 3.5 0.943 62.9 LOS E 80.4 580.0 1.00 1.06 21.2

6 R 164 3.5 0.428 81.3 LOS F 6.1 44.2 0.98 0.78 18.8

Approach 3240 3.5 0.943 58.9 LOS E 80.4 580.0 0.94 1.01 22.3


7 L 84 3.5 0.233 45.8 LOS D 4.4 31.9 0.72 0.74 26.8

8 T 303 3.5 0.399 59.9 LOS E 10.3 74.1 0.92 0.75 21.9

9 R 65 3.5 0.289 87.7 LOS F 2.5 18.2 0.99 0.73 17.8

Approach 452 3.5 0.399 61.3 LOS E 10.3 74.1 0.89 0.75 22.0


10 L 74 3.5 0.074 24.8 LOS B 2.6 18.7 0.49 0.70 35.9

11 T 1145 3.5 0.441 31.2 LOS C 19.9 143.3 0.73 0.64 31.1

12 R 198 3.5 0.879 100.3 LOS F 8.6 62.1 1.00 0.98 16.2

Approach 1417 3.5 0.879 40.6 LOS C 19.9 143.3 0.76 0.69 27.7







Mov ID

Description Demand

Flow Average
















�

� �



Phase A A1 B C C1 D

Green Time (sec) 10 1 73 10 0 32



Phase Time (sec) 16 7 79 16 4 38

Phase Split 10 % 4 % 49 % 10 % 3 % 24 %














Level of Service


Effective Stop Rate




1 L 61 3.5 0.305 70.4 LOS E 6.6 47.2 0.92 0.79 20.7

2 T 35 3.5 0.305 62.1 LOS E 6.6 47.2 0.92 0.73 20.9

3 R 72 3.5 0.477 84.0 LOS F 5.5 39.6 0.99 0.78 18.2

Approach 168 3.5 0.477 74.5 LOS F 6.6 47.2 0.95 0.77 19.6


4 L 167 3.5 0.895 45.0 LOS D 68.3 492.6 0.96 0.96 28.0

5 T 2722 3.5 0.895 36.5 LOS C 68.7 495.5 0.96 0.92 28.5

6 R 23 3.5 0.144 68.1 LOS E 1.5 10.8 0.87 0.71 20.9

Approach 2912 3.5 0.895 37.2 LOS C 68.7 495.5 0.96 0.92 28.4


7 L 23 3.5 0.362 73.7 LOS F 7.3 52.7 0.94 0.81 20.4

8 T 81 3.5 0.362 65.4 LOS E 7.3 52.7 0.94 0.75 20.6

9 R 84 3.5 0.593 83.8 LOS F 6.4 46.4 0.99 0.79 18.2

Approach 188 3.5 0.593 74.6 LOS F 7.3 52.7 0.96 0.77 19.4


10 L 70 3.5 0.441 29.2 LOS C 20.7 149.1 0.62 0.93 34.5

11 T 1352 3.5 0.441 20.9 LOS B 20.8 150.2 0.62 0.56 36.6

12 R 142 3.5 0.899 86.6 LOS F 11.3 81.6 0.95 0.92 17.8

Approach 1564 3.5 0.899 27.2 LOS B 20.8 150.2 0.65 0.60 33.3







Mov ID

Description Demand

Flow Average
















�

� �



Phase A B C





Phase Split 21 % 61 % 19 %














Level of Service


Effective Stop Rate




1 L 48 3.5 0.140 30.4 LOS C 2.3 16.4 0.61 0.74 32.9

3 R 17 3.5 0.031 66.9 LOS E 0.6 4.3 0.86 0.68 21.3

Approach 65 3.5 0.140 39.8 LOS C 2.3 16.4 0.68 0.72 28.9


4 L 39 3.5 0.030 8.2 LOS A 0.2 1.7 0.11 0.62 49.1

5 T 3119 3.5 0.820 20.4 LOS B 58.1 418.6 0.80 0.75 36.6

Approach 3158 3.5 0.820 20.3 LOS B 58.1 418.6 0.79 0.75 36.7


11 T 1636 3.5 0.380 7.0 LOS A 14.1 101.9 0.37 0.34 48.9

12 R 114 3.5 0.802 95.6 LOS F 6.1 44.0 1.00 0.83 16.6

Approach 1749 3.5 0.802 12.7 LOS A 14.1 101.9 0.41 0.37 43.4







Mov ID

Description Demand

Flow Average















�

� �



Phase A B C



















Level of Service


Effective Stop Rate




5 T 410 3.5 0.903 20.7 LOS B 21.8 157.5 1.00 1.31 37.4

6 R 448 3.5 0.903 28.6 LOS C 21.8 157.5 1.00 1.31 35.9

Approach 858 3.5 0.903 24.8 LOS B 21.8 157.5 1.00 1.31 36.5


7 L 350 3.5 0.292 5.9 LOS A 2.0 14.1 0.44 0.51 49.7

9 R 424 3.5 0.309 12.1 LOS A 2.2 15.6 0.43 0.64 45.0

Approach 774 3.5 0.309 9.3 LOS A 2.2 15.6 0.44 0.58 46.9

West: Precinct (W)

10 L 182 3.5 0.425 7.8 LOS A 3.2 22.7 0.76 0.70 48.1

11 T 176 3.5 0.425 6.4 LOS A 3.2 22.7 0.76 0.62 47.9

Approach 358 3.5 0.425 7.1 LOS A 3.2 22.7 0.76 0.66 48.0










�

� �


Camden Valley Way / Cowpasture Road 2031 AM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 31 3.5 0.172 54.5 LOS D 1.8 12.9 0.78 0.71 24.2

2 T 77 3.5 0.222 59.2 LOS E 5.1 36.9 0.89 0.70 21.8

3 R 157 3.5 1.000 3 74.6 LOS F 11.3 81.6 0.97 0.80 19.9

Approach 265 3.5 1.000 67.8 LOS E 11.3 81.6 0.93 0.76 20.9


24 L 80 3.5 0.108 11.6 LOS A 0.7 5.4 0.13 0.63 45.7

25 T 1321 3.5 0.502 26.1 LOS B 18.7 135.0 0.60 0.53 33.8

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 1409 3.5 0.502 25.6 LOS B 18.7 135.0 0.57 0.54 34.1


7 L 8 3.5 0.071 53.6 LOS D 0.5 3.3 0.76 0.66 24.5

8 T 21 3.5 0.694 91.6 LOS F 3.0 21.6 1.00 0.80 16.4

9 R 217 3.5 0.694 78.4 LOS F 15.2 109.8 1.00 0.84 19.3

Approach 246 3.5 0.694 78.7 LOS F 15.2 109.8 0.99 0.83 19.1


30 L 249 3.5 0.241 12.1 LOS A 2.7 19.5 0.15 0.64 45.3

31 T 2532 3.5 0.962 64.6 LOS E 78.2 563.5 1.00 1.09 20.9

32 R 13 3.5 0.192 93.0 LOS F 1.0 7.4 0.99 0.68 17.0

Approach 2794 3.5 0.962 60.1 LOS E 78.2 563.5 0.92 1.05 21.9








Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Cowpasture Road 2031 AM Peak (1.5pc growth) Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, B, C, C1, D Output Sequence: A, B, C, C1, D Phase Timing Results

Phase A B C C1 D





Phase Split 8 % 50 % 20 % 0 % 23 %














Level of Service


Effective Stop Rate




1 L 160 3.5 0.526 46.2 LOS D 8.7 62.6 0.75 0.77 26.7

2 T 216 3.5 0.260 55.4 LOS D 6.9 50.1 0.87 0.70 23.0

3 R 324 3.5 0.799 88.0 LOS F 13.2 94.9 1.00 0.90 17.8

Approach 700 3.5 0.799 68.4 LOS E 13.2 94.9 0.90 0.81 20.8


4 L 476 3.5 0.705 27.4 LOS B 20.3 146.7 0.61 0.78 34.5

5 T 1018 3.5 0.409 32.5 LOS C 17.8 128.3 0.73 0.64 30.5

6 R 75 3.5 0.555 95.3 LOS F 3.1 22.3 1.00 0.74 16.8

Approach 1569 3.5 0.705 34.0 LOS C 20.3 146.7 0.71 0.69 30.4


7 L 79 3.5 0.239 54.4 LOS D 4.6 33.3 0.80 0.75 24.3

8 T 247 3.5 0.326 58.8 LOS E 8.2 59.4 0.90 0.73 22.2

9 R 81 3.5 0.240 81.4 LOS F 3.0 21.6 0.96 0.74 18.8

Approach 407 3.5 0.326 62.5 LOS E 8.2 59.4 0.89 0.74 21.8


10 L 120 3.5 0.105 19.8 LOS B 3.6 25.9 0.42 0.70 39.1

11 T 2367 3.5 0.832 36.2 LOS C 51.8 373.2 0.93 0.86 28.8

12 R 238 3.5 0.660 85.0 LOS F 9.3 66.9 1.00 0.82 18.2

Approach 2725 3.5 0.832 39.7 LOS C 51.8 373.2 0.91 0.84 27.7







Mov ID

Description Demand

Flow Average
















�

� �



Phase A A1 B C C1 D

Green Time (sec) 6 4 70 15 0 32



Phase Time (sec) 12 10 76 21 3 38

Phase Split 8 % 6 % 48 % 13 % 2 % 24 %














Level of Service


Effective Stop Rate




1 L 142 3.5 0.345 48.4 LOS D 12.6 90.8 0.78 0.83 26.1

2 T 81 3.5 0.345 40.1 LOS C 12.6 90.8 0.78 0.66 26.8

3 R 167 3.5 0.909 68.3 LOS E 11.3 81.6 0.89 0.87 20.9

Approach 390 3.5 0.909 55.2 LOS D 12.6 90.8 0.83 0.81 23.7


4 L 72 3.5 0.463 37.5 LOS C 21.4 154.1 0.72 0.91 30.6

5 T 1192 3.5 0.463 29.2 LOS C 21.6 155.5 0.72 0.64 32.0

6 R 22 3.5 0.325 94.4 LOS F 1.8 12.9 1.00 0.71 16.7

Approach 1286 3.5 0.463 30.8 LOS C 21.6 155.5 0.72 0.65 31.4


7 L 17 3.5 0.083 46.3 LOS D 2.7 19.5 0.71 0.81 27.0

8 T 35 3.5 0.083 38.0 LOS C 2.7 19.5 0.71 0.55 28.0

9 R 40 3.5 0.242 59.2 LOS E 2.4 17.6 0.82 0.74 22.9

Approach 92 3.5 0.242 48.8 LOS D 2.7 19.5 0.76 0.68 25.4


10 L 87 3.5 0.898 52.0 LOS D 66.0 475.7 0.98 0.97 25.8

11 T 2558 3.5 0.898 43.6 LOS D 66.2 477.4 0.98 0.95 26.1

12 R 61 3.5 0.451 87.3 LOS F 4.7 34.1 1.00 0.76 17.7

Approach 2706 3.5 0.898 44.8 LOS D 66.2 477.4 0.98 0.95 25.8







Mov ID

Description Demand

Flow Average
















�

� �



Phase A A1 B C





Phase Split 8 % 4 % 52 % 37 %














Level of Service


Effective Stop Rate




1 L 114 3.5 0.324 10.5 LOS A 1.9 13.6 0.26 0.67 46.7

3 R 39 3.5 0.071 67.6 LOS E 1.4 10.2 0.87 0.71 21.1

Approach 153 3.5 0.324 25.1 LOS B 1.9 13.6 0.42 0.68 35.7


4 L 17 3.5 0.012 8.0 LOS A 0.1 0.5 0.09 0.61 49.3

5 T 1483 3.5 0.386 12.0 LOS A 16.5 118.9 0.47 0.43 43.6

Approach 1500 3.5 0.386 11.9 LOS A 16.5 118.9 0.47 0.43 43.7


11 T 2824 3.5 0.656 9.9 LOS A 34.6 249.4 0.53 0.50 45.3

12 R 48 3.5 0.390 92.7 LOS F 2.5 17.9 1.00 0.71 16.9

Approach 2873 3.5 0.656 11.3 LOS A 34.6 249.4 0.54 0.50 44.1







Mov ID

Description Demand

Flow Average















�

� �



Phase A B C



















Level of Service


Effective Stop Rate




5 T 176 3.5 0.289 4.4 LOS A 1.9 13.5 0.44 0.42 50.3

6 R 157 3.5 0.289 12.4 LOS A 1.9 13.5 0.44 0.76 46.3

Approach 333 3.5 0.289 8.2 LOS A 1.9 13.5 0.44 0.58 48.2


7 L 728 3.5 0.642 8.9 LOS A 6.9 49.7 0.81 0.80 47.2

9 R 182 3.5 0.259 14.7 LOS B 1.5 10.8 0.64 0.79 44.0

Approach 910 3.5 0.642 10.0 LOS A 6.9 49.7 0.78 0.80 46.5

West: Precinct (W)

10 L 424 3.5 0.660 6.2 LOS A 6.7 48.0 0.61 0.55 49.0

11 T 410 3.5 0.660 4.9 LOS A 6.7 48.0 0.61 0.47 49.2

Approach 834 3.5 0.660 5.5 LOS A 6.7 48.0 0.61 0.51 49.1










�

� �






Level of Service


Effective Stop Rate




1 L 13 3.5 0.072 53.8 LOS D 0.7 5.3 0.77 0.68 24.4

2 T 21 3.5 0.059 56.8 LOS E 1.3 9.6 0.85 0.62 22.7

3 R 80 3.5 0.789 95.6 LOS F 6.7 48.3 1.00 0.88 16.7

Approach 114 3.5 0.789 83.7 LOS F 6.7 48.3 0.95 0.81 18.3


24 L 186 3.5 0.276 13.6 LOS A 2.2 15.7 0.20 0.65 43.9

25 T 2945 3.5 0.930 34.6 LOS C 71.9 518.2 0.91 0.91 29.4

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 3139 3.5 0.930 33.5 LOS C 71.9 518.2 0.87 0.90 30.0


7 L 8 3.5 0.069 52.0 LOS D 0.4 3.2 0.75 0.65 24.9

8 T 48 3.5 1.055 213.0 LOS F 13.6 98.0 1.00 1.35 8.6

9 R 180 3.5 1.055 219.9 LOS F 18.3 131.7 1.00 1.39 8.6

Approach 236 3.5 1.055 212.8 LOS F 18.3 131.7 0.99 1.36 8.8


30 L 163 3.5 0.156 11.8 LOS A 1.6 11.8 0.14 0.64 45.5

31 T 1260 3.5 0.398 14.2 LOS A 11.7 84.6 0.39 0.35 42.0

32 R 31 3.5 0.459 94.8 LOS F 2.5 18.2 1.00 0.72 16.8

Approach 1454 3.5 0.459 15.7 LOS B 11.7 84.6 0.38 0.39 41.0







Mov ID

Description Demand

Flow Average
















�

� �



Phase A B C C1 D





Phase Split 8 % 59 % 9 % 1 % 23 %














Level of Service


Effective Stop Rate




1 L 140 3.5 0.479 49.6 LOS D 7.9 56.8 0.77 0.77 25.6

2 T 237 3.5 0.278 54.8 LOS D 7.6 54.8 0.87 0.70 23.2

3 R 278 3.5 0.881 97.9 LOS F 12.1 86.9 1.00 1.00 16.5

Approach 655 3.5 0.881 72.0 LOS F 12.1 86.9 0.91 0.84 20.1


4 L 384 3.5 0.536 22.7 LOS B 13.9 100.3 0.51 0.74 37.2

5 T 2545 3.5 0.895 45.2 LOS D 63.9 461.0 0.98 0.95 25.7

6 R 164 3.5 0.428 81.3 LOS F 6.1 44.2 0.98 0.78 18.8

Approach 3093 3.5 0.895 44.3 LOS D 63.9 461.0 0.92 0.92 26.2


7 L 84 3.5 0.233 45.8 LOS D 4.4 31.9 0.72 0.74 26.8

8 T 296 3.5 0.390 59.7 LOS E 10.0 72.2 0.92 0.75 22.0

9 R 64 3.5 0.284 87.6 LOS F 2.5 17.9 0.99 0.73 17.8

Approach 444 3.5 0.390 61.1 LOS E 10.0 72.2 0.89 0.74 22.0


10 L 74 3.5 0.074 24.8 LOS B 2.6 18.7 0.49 0.70 35.9

11 T 1086 3.5 0.418 30.8 LOS C 18.6 134.2 0.72 0.63 31.3

12 R 193 3.5 0.857 98.3 LOS F 8.3 59.7 1.00 0.95 16.4

Approach 1353 3.5 0.857 40.1 LOS C 18.6 134.2 0.75 0.68 27.8







Mov ID

Description Demand

Flow Average
















�

� �



Phase A A1 B C C1 D

Green Time (sec) 10 1 73 10 0 32



Phase Time (sec) 16 7 79 16 4 38

Phase Split 10 % 4 % 49 % 10 % 3 % 24 %














Level of Service


Effective Stop Rate




1 L 61 3.5 0.305 70.4 LOS E 6.6 47.2 0.92 0.79 20.7

2 T 35 3.5 0.305 62.1 LOS E 6.6 47.2 0.92 0.73 20.9

3 R 72 3.5 0.477 84.0 LOS F 5.5 39.6 0.99 0.78 18.2

Approach 168 3.5 0.477 74.5 LOS F 6.6 47.2 0.95 0.77 19.6


4 L 167 3.5 0.878 43.7 LOS D 62.3 449.1 0.95 0.95 28.4

5 T 2571 3.5 0.878 35.2 LOS C 62.7 452.0 0.95 0.89 29.0

6 R 23 3.5 0.141 65.3 LOS E 1.5 10.6 0.85 0.71 21.5

Approach 2761 3.5 0.878 36.0 LOS C 62.7 452.0 0.95 0.90 28.9


7 L 23 3.5 0.362 73.7 LOS F 7.3 52.7 0.94 0.81 20.4

8 T 81 3.5 0.362 65.4 LOS E 7.3 52.7 0.94 0.75 20.6

9 R 84 3.5 0.593 83.8 LOS F 6.4 46.4 0.99 0.79 18.2

Approach 188 3.5 0.593 74.6 LOS F 7.3 52.7 0.96 0.77 19.4


10 L 70 3.5 0.433 30.7 LOS C 20.2 145.7 0.64 0.93 33.7

11 T 1283 3.5 0.433 22.4 LOS B 20.4 146.8 0.64 0.57 35.7

12 R 142 3.5 0.877 85.8 LOS F 11.3 81.6 0.93 0.93 17.9

Approach 1495 3.5 0.877 28.8 LOS C 20.4 146.8 0.66 0.62 32.5







Mov ID

Description Demand

Flow Average
















�

� �



Phase A B C





Phase Split 23 % 59 % 19 %














Level of Service


Effective Stop Rate




1 L 48 3.5 0.138 27.1 LOS B 2.1 15.3 0.57 0.73 34.6

3 R 17 3.5 0.031 66.9 LOS E 0.6 4.3 0.86 0.68 21.3

Approach 65 3.5 0.138 37.4 LOS C 2.1 15.3 0.65 0.72 29.8


4 L 39 3.5 0.031 8.3 LOS A 0.2 1.8 0.12 0.62 49.0

5 T 2947 3.5 0.782 19.9 LOS B 52.4 377.8 0.76 0.72 37.0

Approach 2986 3.5 0.782 19.7 LOS B 52.4 377.8 0.76 0.72 37.2


11 T 1560 3.5 0.363 6.8 LOS A 13.2 95.3 0.36 0.33 49.0

12 R 114 3.5 0.713 92.7 LOS F 5.9 42.8 1.00 0.80 17.0

Approach 1674 3.5 0.713 12.7 LOS A 13.2 95.3 0.41 0.36 43.4







Mov ID

Description Demand

Flow Average















�

� �



Phase A B C



















Level of Service


Effective Stop Rate




5 T 410 3.5 0.877 17.8 LOS B 18.5 133.1 1.00 1.22 39.3

6 R 422 3.5 0.877 25.7 LOS B 18.5 133.1 1.00 1.22 37.5

Approach 832 3.5 0.877 21.8 LOS B 18.5 133.1 1.00 1.22 38.3


7 L 330 3.5 0.278 5.9 LOS A 1.8 13.1 0.44 0.51 49.7

9 R 424 3.5 0.309 12.1 LOS A 2.2 15.6 0.43 0.64 45.0

Approach 754 3.5 0.309 9.4 LOS A 2.2 15.6 0.43 0.58 46.8

West: Precinct (W)

10 L 182 3.5 0.414 7.6 LOS A 3.0 21.9 0.74 0.68 48.2

11 T 176 3.5 0.414 6.2 LOS A 3.0 21.9 0.74 0.60 48.1

Approach 358 3.5 0.414 6.9 LOS A 3.0 21.9 0.74 0.64 48.2










�

� �


Camden Valley Way / Cowpasture Road 2031 AM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 31 3.5 0.172 54.5 LOS D 1.8 12.9 0.78 0.71 24.2

2 T 84 3.5 0.241 59.4 LOS E 5.6 40.1 0.89 0.71 21.8

3 R 150 3.5 1.000 3 79.9 LOS F 11.3 81.6 1.00 0.81 19.0

Approach 265 3.5 1.000 70.4 LOS E 11.3 81.6 0.94 0.76 20.3


24 L 80 3.5 0.108 11.6 LOS A 0.7 5.4 0.13 0.63 45.7

25 T 1469 3.5 0.523 22.6 LOS B 19.5 140.7 0.56 0.50 35.8

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 1557 3.5 0.523 22.4 LOS B 19.5 140.7 0.54 0.51 36.0


7 L 8 3.5 0.071 53.6 LOS D 0.5 3.3 0.76 0.66 24.5

8 T 21 3.5 0.843 96.8 LOS F 3.4 24.7 1.00 0.89 15.8

9 R 217 3.5 0.843 90.3 LOS F 16.6 119.4 1.00 0.93 17.4

Approach 246 3.5 0.843 89.7 LOS F 16.6 119.4 0.99 0.92 17.5


30 L 249 3.5 0.241 12.1 LOS A 2.7 19.5 0.15 0.64 45.3

31 T 2805 3.5 0.998 91.6 LOS F 104.5 753.4 1.00 1.23 16.6

32 R 13 3.5 0.192 93.0 LOS F 1.0 7.4 0.99 0.68 17.0

Approach 3067 3.5 0.998 85.2 LOS F 104.5 753.4 0.93 1.18 17.5

All Vehicles 5135 3.5 1.000 65.6 LOS E 104.5 753.4 0.82 0.94 20.9







Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Cowpasture Road 2031 AM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, C, C, C1, D Output Sequence: A, C, C, C1, D Phase Timing Results

Phase A C C C1 D





Phase Split 8 % 53 % 17 % 0 % 23 %










Camden Valley Way / Denham Court Road 2031 AM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 165 3.5 0.542 46.3 LOS D 9.0 64.7 0.75 0.77 26.6

2 T 220 3.5 0.265 55.5 LOS D 7.1 51.1 0.87 0.70 23.0

3 R 335 3.5 0.875 95.1 LOS F 14.4 103.8 1.00 0.98 16.8

Approach 720 3.5 0.875 71.8 LOS F 14.4 103.8 0.90 0.85 20.2


4 L 524 3.5 0.776 30.3 LOS C 23.2 167.6 0.70 0.81 33.0

5 T 1136 3.5 0.450 32.6 LOS C 20.2 145.3 0.75 0.66 30.5

6 R 75 3.5 0.555 95.3 LOS F 3.1 22.3 1.00 0.74 16.8

Approach 1735 3.5 0.776 34.6 LOS C 23.2 167.6 0.74 0.70 30.1


7 L 79 3.5 0.239 54.4 LOS D 4.6 33.3 0.80 0.75 24.3

8 T 268 3.5 0.353 59.2 LOS E 9.0 64.8 0.91 0.74 22.1

9 R 81 3.5 0.257 82.7 LOS F 3.0 21.8 0.97 0.74 18.6

Approach 428 3.5 0.353 62.8 LOS E 9.0 64.8 0.90 0.74 21.7


10 L 120 3.5 0.105 19.8 LOS B 3.6 25.9 0.42 0.70 39.1

11 T 2648 3.5 0.919 51.6 LOS D 72.0 518.8 1.00 1.01 23.8

12 R 263 3.5 0.730 86.8 LOS F 10.5 75.4 1.00 0.85 17.9

Approach 3031 3.5 0.919 53.4 LOS D 72.0 518.8 0.98 0.98 23.5







Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Denham Court Road 2031 AM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C, C1, D Output Sequence: A, A1, B, C, C1, D Phase Timing Results

Phase A A1 B C C1 D

Green Time (sec) 6 4 71 14 0 32



Phase Time (sec) 12 10 77 20 3 38

Phase Split 8 % 6 % 48 % 13 % 2 % 24 %










Camden Valley Way / Heath Rd 2031 AM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 142 3.5 0.378 52.5 LOS D 13.2 95.4 0.82 0.83 24.9

2 T 81 3.5 0.378 44.2 LOS D 13.2 95.4 0.82 0.69 25.4

3 R 167 3.5 0.948 69.0 LOS E 11.3 81.6 0.93 0.85 20.7

Approach 390 3.5 0.948 57.8 LOS E 13.2 95.4 0.86 0.81 23.0


4 L 72 3.5 0.475 34.2 LOS C 22.6 162.9 0.69 0.92 32.1

5 T 1326 3.5 0.475 25.9 LOS B 22.8 164.2 0.69 0.61 33.7

6 R 22 3.5 0.325 94.4 LOS F 1.8 12.9 1.00 0.71 16.7

Approach 1420 3.5 0.475 27.4 LOS B 22.8 164.2 0.69 0.63 33.1


7 L 17 3.5 0.091 50.1 LOS D 2.8 20.5 0.75 0.81 25.9

8 T 35 3.5 0.091 41.8 LOS C 2.8 20.5 0.75 0.58 26.6

9 R 40 3.5 0.253 64.6 LOS E 2.6 18.6 0.86 0.75 21.7

Approach 92 3.5 0.253 53.3 LOS D 2.8 20.5 0.80 0.69 24.1


10 L 87 3.5 0.949 68.3 LOS E 89.1 642.3 1.00 1.06 21.7

11 T 2879 3.5 0.949 59.9 LOS E 89.4 644.3 1.00 1.06 21.8

12 R 61 3.5 0.492 88.8 LOS F 4.8 34.5 1.00 0.76 17.4

Approach 3027 3.5 0.949 60.7 LOS E 89.4 644.3 1.00 1.06 21.7







Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Heath Rd 2031 AM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C Output Sequence: A, A1, B, C Phase Timing Results

Phase A A1 B C





Phase Split 8 % 3 % 56 % 34 %










Camden Valley Way / St Andrews Road 2031 AM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 114 3.5 0.324 11.5 LOS A 2.3 16.4 0.30 0.68 45.7

3 R 39 3.5 0.071 67.6 LOS E 1.4 10.2 0.87 0.71 21.1

Approach 153 3.5 0.324 25.8 LOS B 2.3 16.4 0.45 0.69 35.3


4 L 17 3.5 0.012 8.0 LOS A 0.1 0.5 0.09 0.61 49.3

5 T 1637 3.5 0.426 12.4 LOS A 18.9 136.3 0.49 0.45 43.2

Approach 1654 3.5 0.426 12.4 LOS A 18.9 136.3 0.49 0.45 43.2


11 T 3176 3.5 0.738 11.3 LOS A 44.4 319.8 0.60 0.57 43.8

12 R 48 3.5 0.390 92.7 LOS F 2.5 17.9 1.00 0.71 16.9

Approach 3224 3.5 0.738 12.5 LOS A 44.4 319.8 0.61 0.57 42.8







Mov ID

Description Demand

Flow Average















�

� �


Camden Valley Way / St Andrews Road 2031 AM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Two-Phase Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C



















Level of Service


Effective Stop Rate




5 T 176 3.5 0.307 4.4 LOS A 2.0 14.5 0.45 0.42 50.2

6 R 178 3.5 0.307 12.4 LOS A 2.0 14.5 0.45 0.75 46.2

Approach 354 3.5 0.307 8.4 LOS A 2.0 14.5 0.45 0.59 48.0


7 L 823 3.5 0.727 10.3 LOS A 9.6 69.2 0.89 0.88 46.7

9 R 182 3.5 0.261 14.7 LOS B 1.5 10.9 0.65 0.79 44.0

Approach 1005 3.5 0.727 11.1 LOS A 9.6 69.2 0.84 0.86 46.2

West: Precinct (W)

10 L 424 3.5 0.677 6.5 LOS A 6.9 49.7 0.66 0.57 48.7

11 T 410 3.5 0.677 5.1 LOS A 6.9 49.7 0.66 0.49 48.8

Approach 834 3.5 0.677 5.8 LOS A 6.9 49.7 0.66 0.53 48.8










�

� �


Camden Valley Way / Cowpasture Road 2031 PM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 13 3.5 0.072 53.8 LOS D 0.7 5.3 0.77 0.68 24.4

2 T 21 3.5 0.059 56.8 LOS E 1.3 9.6 0.85 0.62 22.7

3 R 80 3.5 0.888 102.7 LOS F 7.0 50.7 1.00 0.98 15.9

Approach 114 3.5 0.888 88.7 LOS F 7.0 50.7 0.95 0.88 17.5


24 L 186 3.5 0.287 14.1 LOS A 2.3 16.7 0.21 0.65 43.5

25 T 3271 3.5 1.033 128.3 LOS F 142.7 1029.0 1.00 1.43 13.0

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 3465 3.5 1.033 122.1 LOS F 142.7 1029.0 0.96 1.39 13.5


7 L 8 3.5 0.069 51.2 LOS D 0.4 3.2 0.75 0.65 25.2

8 T 48 3.5 1.054 211.2 LOS F 13.5 97.7 1.00 1.35 8.6

9 R 180 3.5 1.054 218.1 LOS F 18.2 130.9 1.00 1.39 8.7

Approach 236 3.5 1.054 211.1 LOS F 18.2 130.9 0.99 1.36 8.9


30 L 163 3.5 0.156 11.8 LOS A 1.6 11.8 0.14 0.64 45.5

31 T 1400 3.5 0.442 14.7 LOS B 13.7 98.6 0.41 0.37 41.5

32 R 31 3.5 0.459 94.8 LOS F 2.5 18.2 1.00 0.72 16.8

Approach 1594 3.5 0.459 16.0 LOS B 13.7 98.6 0.40 0.40 40.7

All Vehicles 5409 3.5 1.054 94.0 LOS F 142.7 1029.0 0.79 1.08 16.4






Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Cowpasture Road 2031 PM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, B, C, C1, D Output Sequence: A, B, C, C1, D Phase Timing Results

Phase A B C C1 D





Phase Split 8 % 59 % 9 % 2 % 23 %










Camden Valley Way / Denham Court Road 2031 PM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 151 3.5 0.521 50.7 LOS D 8.6 62.3 0.79 0.77 25.3

2 T 258 3.5 0.302 55.2 LOS D 8.3 60.0 0.88 0.71 23.1

3 R 301 3.5 0.954 115.8 LOS F 14.6 105.1 1.00 1.15 14.6

Approach 710 3.5 0.954 79.9 LOS F 14.6 105.1 0.91 0.91 18.7


4 L 402 3.5 0.555 22.4 LOS B 14.5 104.6 0.51 0.74 37.4

5 T 2849 3.5 0.989 98.4 LOS F 106.2 765.6 1.00 1.23 15.8

6 R 164 3.5 0.455 82.5 LOS F 6.2 44.6 0.99 0.78 18.6

Approach 3415 3.5 0.989 88.7 LOS F 106.2 765.6 0.94 1.15 17.1


7 L 84 3.5 0.235 46.6 LOS D 4.5 32.3 0.73 0.74 26.6

8 T 311 3.5 0.410 60.0 LOS E 10.6 76.2 0.92 0.75 21.9

9 R 65 3.5 0.289 87.7 LOS F 2.5 18.2 0.99 0.73 17.8

Approach 460 3.5 0.410 61.5 LOS E 10.6 76.2 0.90 0.75 21.9


10 L 74 3.5 0.073 24.3 LOS B 2.6 18.4 0.48 0.70 36.2

11 T 1212 3.5 0.461 31.0 LOS C 21.1 152.2 0.73 0.65 31.2

12 R 203 3.5 1.001 147.9 LOS F 11.2 80.6 1.00 1.21 12.0

Approach 1489 3.5 1.001 46.6 LOS D 21.1 152.2 0.76 0.73 25.7







Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Denham Court Road 2031 PM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C, C1, D Output Sequence: A, A1, B, C, C1, D Phase Timing Results

Phase A A1 B C C1 D

Green Time (sec) 9 1 74 10 0 32



Phase Time (sec) 15 7 80 16 4 38

Phase Split 9 % 4 % 50 % 10 % 3 % 24 %










Camden Valley Way / Heath Rd 2031 PM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 61 3.5 0.305 70.4 LOS E 6.6 47.2 0.92 0.79 20.7

2 T 35 3.5 0.305 62.1 LOS E 6.6 47.2 0.92 0.73 20.9

3 R 72 3.5 0.507 82.8 LOS F 5.5 39.3 0.98 0.78 18.3

Approach 168 3.5 0.507 74.0 LOS F 6.6 47.2 0.94 0.77 19.6


4 L 167 3.5 0.918 49.1 LOS D 77.7 560.4 0.98 0.99 26.6

5 T 2894 3.5 0.918 40.5 LOS C 78.1 563.4 0.98 0.97 27.1

6 R 23 3.5 0.147 71.1 LOS F 1.5 11.1 0.89 0.71 20.3

Approach 3084 3.5 0.918 41.2 LOS C 78.1 563.4 0.98 0.97 27.0


7 L 13 3.5 0.329 73.4 LOS F 6.6 47.4 0.93 0.81 20.5

8 T 81 3.5 0.329 65.0 LOS E 6.6 47.4 0.93 0.74 20.7

9 R 84 3.5 0.593 83.8 LOS F 6.4 46.4 0.99 0.79 18.2

Approach 178 3.5 0.593 74.5 LOS F 6.6 47.4 0.96 0.77 19.4


10 L 70 3.5 0.450 27.7 LOS B 21.2 153.2 0.61 0.94 35.3

11 T 1430 3.5 0.450 19.4 LOS B 21.4 154.3 0.61 0.54 37.6

12 R 142 3.5 0.922 87.4 LOS F 11.3 81.6 0.97 0.89 17.6

Approach 1642 3.5 0.922 25.7 LOS B 21.4 154.3 0.64 0.59 34.2







Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Heath Rd 2031 PM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C





Phase Split 19 % 63 % 19 %










Camden Valley Way / St Andrews Road 2031 PM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 48 3.5 0.141 35.5 LOS C 2.5 17.7 0.66 0.74 30.6

3 R 17 3.5 0.031 66.9 LOS E 0.6 4.3 0.86 0.68 21.3

Approach 65 3.5 0.141 43.6 LOS D 2.5 17.7 0.71 0.73 27.5


4 L 39 3.5 0.030 8.2 LOS A 0.2 1.7 0.11 0.62 49.1

5 T 3315 3.5 0.871 22.1 LOS B 66.8 481.6 0.87 0.82 35.5

Approach 3354 3.5 0.871 21.9 LOS B 66.8 481.6 0.86 0.82 35.6


11 T 1723 3.5 0.400 7.1 LOS A 15.2 109.7 0.38 0.34 48.7

12 R 114 3.5 0.802 95.6 LOS F 6.1 44.0 1.00 0.83 16.6

Approach 1837 3.5 0.802 12.6 LOS A 15.2 109.7 0.42 0.37 43.5







Mov ID

Description Demand

Flow Average















�

� �


Camden Valley Way / St Andrews Road 2031 PM Peak [3.0pc Growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Two-Phase Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C



















Level of Service


Effective Stop Rate




5 T 410 3.5 0.931 25.7 LOS B 27.3 196.6 1.00 1.46 34.4

6 R 477 3.5 0.931 33.6 LOS C 27.3 196.6 1.00 1.46 33.4

Approach 887 3.5 0.931 29.9 LOS C 27.3 196.6 1.00 1.46 33.8


7 L 373 3.5 0.308 5.9 LOS A 2.1 15.2 0.45 0.51 49.6

9 R 424 3.5 0.310 12.1 LOS A 2.2 15.7 0.43 0.64 45.0

Approach 797 3.5 0.310 9.2 LOS A 2.2 15.7 0.44 0.58 46.9

West: Precinct (W)

10 L 182 3.5 0.439 8.0 LOS A 3.3 23.7 0.79 0.72 47.9

11 T 176 3.5 0.439 6.7 LOS A 3.3 23.7 0.79 0.64 47.7

Approach 358 3.5 0.439 7.4 LOS A 3.3 23.7 0.79 0.68 47.8










�

� �






Level of Service


Effective Stop Rate




1 L 31 3.5 0.172 54.5 LOS D 1.8 12.9 0.78 0.71 24.2

2 T 90 3.5 0.260 59.7 LOS E 6.0 43.3 0.90 0.71 21.7

3 R 144 3.5 1.000 3 85.8 LOS F 11.3 81.6 1.00 0.80 18.1

Approach 265 3.5 1.000 73.2 LOS F 11.3 81.6 0.94 0.76 19.8


24 L 80 3.5 0.112 12.0 LOS A 0.8 5.8 0.14 0.63 45.4

25 T 1607 3.5 0.544 20.0 LOS B 20.2 146.0 0.53 0.48 37.4

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 1695 3.5 0.544 20.0 LOS B 20.2 146.0 0.52 0.49 37.5


7 L 8 3.5 0.070 52.8 LOS D 0.4 3.2 0.76 0.65 24.7

8 T 21 3.5 1.004 144.7 LOS F 5.1 36.7 1.00 1.12 11.7

9 R 217 3.5 1.004 153.2 LOS F 22.2 159.9 1.00 1.25 11.7

Approach 246 3.5 1.004 149.2 LOS F 22.2 159.9 0.99 1.22 11.9


30 L 249 3.5 0.241 12.1 LOS A 2.7 19.5 0.15 0.64 45.3

31 T 3059 3.5 1.036 137.9 LOS F 135.4 976.3 1.00 1.45 12.3

32 R 13 3.5 0.192 93.0 LOS F 1.0 7.4 0.99 0.68 17.0

Approach 3321 3.5 1.036 128.3 LOS F 135.4 976.3 0.94 1.39 13.0








Mov ID

Description Demand

Flow Average
















�

� �



Phase A B C C1 D





Phase Split 8 % 56 % 14 % 1 % 23 %














Level of Service


Effective Stop Rate




1 L 171 3.5 0.567 47.2 LOS D 9.4 68.1 0.76 0.77 26.3

2 T 224 3.5 0.278 56.5 LOS D 7.3 52.5 0.88 0.71 22.7

3 R 345 3.5 0.957 116.7 LOS F 16.9 121.9 1.00 1.15 14.5

Approach 740 3.5 0.957 82.4 LOS F 16.9 121.9 0.91 0.93 18.4


4 L 570 3.5 0.845 39.6 LOS C 29.5 212.5 0.79 0.87 29.0

5 T 1245 3.5 0.486 32.7 LOS C 22.4 161.3 0.76 0.67 30.4

6 R 75 3.5 0.555 95.3 LOS F 3.1 22.3 1.00 0.74 16.8

Approach 1890 3.5 0.845 37.3 LOS C 29.5 212.5 0.78 0.73 29.0


7 L 79 3.5 0.239 54.4 LOS D 4.6 33.3 0.80 0.75 24.3

8 T 289 3.5 0.381 59.6 LOS E 9.8 70.4 0.91 0.75 22.0

9 R 81 3.5 0.257 82.7 LOS F 3.0 21.8 0.97 0.74 18.6

Approach 449 3.5 0.381 62.8 LOS E 9.8 70.4 0.90 0.75 21.6


10 L 120 3.5 0.104 19.4 LOS B 3.5 25.4 0.41 0.69 39.4

11 T 2909 3.5 0.998 107.3 LOS F 113.1 815.8 1.00 1.27 14.8

12 R 286 3.5 0.793 89.4 LOS F 11.7 84.1 1.00 0.89 17.6

Approach 3315 3.5 0.998 102.6 LOS F 113.1 815.8 0.98 1.22 15.4







Mov ID

Description Demand

Flow Average
















�

� �



Phase A A1 B C C1 D

Green Time (sec) 6 4 72 14 0 32



Phase Time (sec) 12 10 78 20 2 38

Phase Split 8 % 6 % 49 % 13 % 1 % 24 %














Level of Service


Effective Stop Rate




1 L 142 3.5 0.478 61.6 LOS E 14.9 107.4 0.90 0.84 22.6

2 T 85 3.5 0.478 53.3 LOS D 14.9 107.4 0.90 0.76 22.9

3 R 163 3.5 1.000 3 70.7 LOS F 11.3 81.6 0.97 0.82 20.4

Approach 390 3.5 1.000 63.5 LOS E 14.9 107.4 0.93 0.81 21.7


4 L 72 3.5 0.467 29.1 LOS C 22.4 161.3 0.63 0.94 34.6

5 T 1452 3.5 0.467 20.7 LOS B 22.5 162.5 0.63 0.56 36.7

6 R 22 3.5 0.325 94.4 LOS F 1.8 12.9 1.00 0.71 16.7

Approach 1546 3.5 0.467 22.2 LOS B 22.5 162.5 0.63 0.58 36.0


7 L 17 3.5 0.115 58.3 LOS E 3.1 22.5 0.81 0.80 23.6

8 T 35 3.5 0.115 50.0 LOS D 3.1 22.5 0.81 0.63 24.1

9 R 40 3.5 0.274 75.8 LOS F 2.8 20.5 0.93 0.75 19.5

Approach 92 3.5 0.274 62.7 LOS E 3.1 22.5 0.86 0.71 21.8


10 L 87 3.5 0.938 53.7 LOS D 89.2 643.1 1.00 1.02 25.3

11 T 3178 3.5 0.938 45.3 LOS D 89.4 644.6 1.00 1.01 25.6

12 R 61 3.5 0.451 87.3 LOS F 4.7 34.1 1.00 0.76 17.7

Approach 3326 3.5 0.938 46.2 LOS D 89.4 644.6 1.00 1.01 25.4








Mov ID

Description Demand

Flow Average
















�

� �



Phase A A1 B C





Phase Split 8 % 4 % 61 % 28 %














Level of Service


Effective Stop Rate




1 L 114 3.5 0.327 12.4 LOS A 2.6 19.0 0.34 0.69 44.9

3 R 39 3.5 0.071 67.6 LOS E 1.4 10.2 0.87 0.71 21.1

Approach 153 3.5 0.327 26.5 LOS B 2.6 19.0 0.48 0.70 34.9


4 L 17 3.5 0.012 8.0 LOS A 0.1 0.5 0.09 0.61 49.3

5 T 1780 3.5 0.459 12.4 LOS A 20.9 150.7 0.50 0.46 43.2

Approach 1797 3.5 0.459 12.3 LOS A 20.9 150.7 0.50 0.46 43.2


11 T 3504 3.5 0.814 13.0 LOS A 56.3 406.1 0.70 0.66 42.1

12 R 48 3.5 0.455 94.6 LOS F 2.5 18.2 1.00 0.71 16.7

Approach 3553 3.5 0.814 14.1 LOS A 56.3 406.1 0.70 0.66 41.3







Mov ID

Description Demand

Flow Average















�

� �



Phase A B C



















Level of Service


Effective Stop Rate




5 T 176 3.5 0.322 4.5 LOS A 2.2 15.5 0.46 0.43 50.1

6 R 197 3.5 0.322 12.4 LOS A 2.2 15.5 0.46 0.75 46.2

Approach 373 3.5 0.322 8.7 LOS A 2.2 15.5 0.46 0.60 47.8


7 L 912 3.5 0.807 12.5 LOS A 13.4 96.8 0.97 0.98 44.8

9 R 182 3.5 0.262 14.7 LOS B 1.5 11.0 0.65 0.79 44.0

Approach 1094 3.5 0.807 12.8 LOS A 13.4 96.8 0.92 0.95 44.7

West: Precinct (W)

10 L 424 3.5 0.693 6.9 LOS A 7.3 52.9 0.70 0.62 48.5

11 T 410 3.5 0.693 5.5 LOS A 7.3 52.9 0.70 0.54 48.4

Approach 834 3.5 0.693 6.2 LOS A 7.3 52.9 0.70 0.58 48.5










�

� �






Level of Service


Effective Stop Rate




1 L 13 3.5 0.072 53.8 LOS D 0.7 5.3 0.77 0.68 24.4

2 T 21 3.5 0.059 56.8 LOS E 1.3 9.6 0.85 0.62 22.7

3 R 80 3.5 0.888 102.7 LOS F 7.0 50.7 1.00 0.98 15.9

Approach 114 3.5 0.888 88.7 LOS F 7.0 50.7 0.95 0.88 17.5


24 L 186 3.5 0.276 13.6 LOS A 2.2 15.7 0.20 0.65 43.9

25 T 3575 3.5 1.117 264.5 LOS F 216.8 1562.8 1.00 2.00 7.2

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 3769 3.5 1.117 251.8 LOS F 216.8 1562.8 0.96 1.93 7.5


7 L 8 3.5 0.069 52.0 LOS D 0.4 3.2 0.75 0.65 24.9

8 T 48 3.5 1.256 560.3 LOS F 22.1 159.3 1.00 1.79 3.6

9 R 180 3.5 1.256 566.1 LOS F 36.0 259.3 1.00 1.97 3.7

Approach 236 3.5 1.256 547.5 LOS F 36.0 259.3 0.99 1.89 3.8


30 L 163 3.5 0.156 11.8 LOS A 1.6 11.8 0.14 0.64 45.5

31 T 1530 3.5 0.478 14.5 LOS A 15.2 109.3 0.42 0.38 41.7

32 R 31 3.5 0.459 94.8 LOS F 2.5 18.2 1.00 0.72 16.8

Approach 1724 3.5 0.478 15.7 LOS B 15.2 109.3 0.40 0.41 40.9







Mov ID

Description Demand

Flow Average
















�

� �



Phase A B C C1 D





Phase Split 8 % 60 % 9 % 1 % 23 %














Level of Service


Effective Stop Rate




1 L 162 3.5 0.559 51.0 LOS D 9.3 67.4 0.79 0.77 25.2

2 T 300 3.5 0.353 55.9 LOS D 9.9 71.1 0.89 0.73 22.8

3 R 299 3.5 1.020 170.4 LOS F 18.1 130.3 1.00 1.33 10.7

Approach 761 3.5 1.020 99.8 LOS F 18.1 130.3 0.91 0.97 16.0


4 L 420 3.5 0.580 22.5 LOS B 15.4 110.7 0.52 0.75 37.3

5 T 3133 3.5 1.074 218.3 LOS F 168.6 1215.3 1.00 1.75 8.5

6 R 164 3.5 0.485 83.8 LOS F 6.3 45.1 0.99 0.78 18.4

Approach 3717 3.5 1.074 190.2 LOS F 168.6 1215.3 0.95 1.60 9.5


7 L 84 3.5 0.237 47.3 LOS D 4.5 32.6 0.74 0.74 26.3

8 T 324 3.5 0.427 60.2 LOS E 11.1 79.7 0.92 0.76 21.9

9 R 65 3.5 0.321 89.2 LOS F 2.6 18.4 1.00 0.73 17.6

Approach 473 3.5 0.427 61.9 LOS E 11.1 79.7 0.90 0.75 21.8


10 L 74 3.5 0.072 23.9 LOS B 2.5 18.2 0.47 0.70 36.5

11 T 1330 3.5 0.492 30.3 LOS C 23.2 167.5 0.74 0.65 31.5

12 R 212 3.5 1.046 204.8 LOS F 14.1 101.9 1.00 1.34 9.2

Approach 1616 3.5 1.046 52.9 LOS D 23.2 167.5 0.76 0.75 23.9







Mov ID

Description Demand

Flow Average
















�

� �



Phase A A1 B C C1 D

Green Time (sec) 9 0 76 9 0 32



Phase Time (sec) 15 6 82 15 4 38

Phase Split 9 % 4 % 51 % 9 % 3 % 24 %














Level of Service


Effective Stop Rate




1 L 61 3.5 0.305 70.4 LOS E 6.6 47.2 0.92 0.79 20.7

2 T 35 3.5 0.305 62.1 LOS E 6.6 47.2 0.92 0.73 20.9

3 R 72 3.5 0.477 84.0 LOS F 5.5 39.6 0.99 0.78 18.2

Approach 168 3.5 0.477 74.5 LOS F 6.6 47.2 0.95 0.77 19.6


4 L 167 3.5 0.957 64.4 LOS E 101.3 730.6 1.00 1.06 22.5

5 T 3195 3.5 0.957 55.8 LOS D 101.8 734.0 1.00 1.07 22.7

6 R 23 3.5 0.154 76.4 LOS F 1.6 11.6 0.93 0.71 19.4

Approach 3385 3.5 0.957 56.4 LOS D 101.8 734.0 1.00 1.06 22.7


7 L 23 3.5 0.362 73.7 LOS F 7.3 52.7 0.94 0.81 20.4

8 T 81 3.5 0.362 65.4 LOS E 7.3 52.7 0.94 0.75 20.6

9 R 84 3.5 0.593 83.8 LOS F 6.4 46.4 0.99 0.79 18.2

Approach 188 3.5 0.593 74.6 LOS F 7.3 52.7 0.96 0.77 19.4


10 L 70 3.5 0.466 25.5 LOS B 22.1 159.5 0.58 0.95 36.6

11 T 1566 3.5 0.466 17.1 LOS B 22.3 160.6 0.58 0.52 39.2

12 R 142 3.5 0.961 88.2 LOS F 11.3 81.6 1.00 0.85 17.5

Approach 1778 3.5 0.961 23.1 LOS B 22.3 160.6 0.61 0.57 35.6







Mov ID

Description Demand

Flow Average
















�

� �



Phase A B C





Phase Split 16 % 66 % 19 %














Level of Service


Effective Stop Rate




1 L 48 3.5 0.145 47.2 LOS D 2.8 20.2 0.74 0.74 26.3

3 R 17 3.5 0.031 66.9 LOS E 0.6 4.3 0.86 0.68 21.3

Approach 65 3.5 0.145 52.3 LOS D 2.8 20.2 0.77 0.72 24.8


4 L 39 3.5 0.029 8.2 LOS A 0.2 1.5 0.11 0.62 49.2

5 T 3658 3.5 0.952 44.2 LOS D 103.0 742.3 1.00 1.04 26.0

Approach 3697 3.5 0.952 43.8 LOS D 103.0 742.3 0.99 1.03 26.1


11 T 1877 3.5 0.436 7.4 LOS A 17.2 124.3 0.39 0.36 48.3

12 R 114 3.5 0.916 102.7 LOS F 6.5 47.0 1.00 0.91 15.7

Approach 1991 3.5 0.916 12.9 LOS A 17.2 124.3 0.43 0.39 43.2







Mov ID

Description Demand

Flow Average















�

� �



Phase A B C



















Level of Service


Effective Stop Rate




5 T 410 3.5 0.983 46.7 LOS D 46.0 331.6 1.00 2.02 25.9

6 R 529 3.5 0.983 54.6 LOS D 46.0 331.6 1.00 2.02 25.9

Approach 939 3.5 0.983 51.2 LOS D 46.0 331.6 1.00 2.02 25.9


7 L 413 3.5 0.337 5.9 LOS A 2.4 17.3 0.46 0.52 49.5

9 R 424 3.5 0.310 12.1 LOS A 2.2 15.9 0.44 0.64 45.0

Approach 837 3.5 0.337 9.0 LOS A 2.4 17.3 0.45 0.58 47.0

West: Precinct (W)

10 L 182 3.5 0.470 8.9 LOS A 3.7 26.7 0.83 0.82 47.7

11 T 176 3.5 0.470 7.5 LOS A 3.7 26.7 0.83 0.74 47.4

Approach 358 3.5 0.470 8.2 LOS A 3.7 26.7 0.83 0.78 47.5










�

� �






Level of Service


Effective Stop Rate




1 L 31 3.5 0.172 54.5 LOS D 1.8 12.9 0.78 0.71 24.2

2 T 83 3.5 0.237 59.4 LOS E 5.5 39.4 0.89 0.70 21.8

3 R 151 3.5 1.000 3 78.7 LOS F 11.3 81.6 0.99 0.80 19.2

Approach 265 3.5 1.000 69.9 LOS E 11.3 81.6 0.94 0.76 20.4


24 L 80 3.5 0.108 11.6 LOS A 0.7 5.4 0.13 0.63 45.7

25 T 1395 3.5 0.503 23.1 LOS B 18.5 133.3 0.56 0.50 35.5

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 1483 3.5 0.503 22.8 LOS B 18.5 133.3 0.54 0.51 35.8


7 L 8 3.5 0.071 53.6 LOS D 0.5 3.3 0.76 0.66 24.5

8 T 21 3.5 0.809 95.2 LOS F 3.3 23.8 1.00 0.86 16.0

9 R 217 3.5 0.809 86.9 LOS F 16.2 116.8 1.00 0.90 17.9

Approach 246 3.5 0.809 86.5 LOS F 16.2 116.8 0.99 0.89 17.9


30 L 249 3.5 0.241 12.1 LOS A 2.7 19.5 0.15 0.64 45.3

31 T 2669 3.5 0.962 60.7 LOS E 81.5 587.4 1.00 1.09 21.7

32 R 13 3.5 0.192 93.0 LOS F 1.0 7.4 0.99 0.68 17.0

Approach 2931 3.5 0.962 56.7 LOS E 81.5 587.4 0.93 1.05 22.7








Mov ID

Description Demand

Flow Average
















�

� �



Phase A B C C1 D





Phase Split 8 % 53 % 18 % 0 % 23 %














Level of Service


Effective Stop Rate




1 L 162 3.5 0.532 46.2 LOS D 8.8 63.4 0.75 0.77 26.7

2 T 218 3.5 0.263 55.4 LOS D 7.0 50.6 0.87 0.70 23.0

3 R 330 3.5 0.862 93.6 LOS F 14.0 101.0 1.00 0.96 17.0

Approach 710 3.5 0.862 71.1 LOS F 14.0 101.0 0.90 0.84 20.3


4 L 500 3.5 0.741 28.8 LOS C 21.8 156.9 0.66 0.79 33.7

5 T 1077 3.5 0.427 32.2 LOS C 18.9 135.9 0.74 0.64 30.7

6 R 75 3.5 0.555 95.3 LOS F 3.1 22.3 1.00 0.74 16.8

Approach 1652 3.5 0.741 34.1 LOS C 21.8 156.9 0.72 0.69 30.3


7 L 79 3.5 0.239 54.4 LOS D 4.6 33.3 0.80 0.75 24.3

8 T 258 3.5 0.340 59.0 LOS E 8.6 62.2 0.90 0.73 22.1

9 R 81 3.5 0.257 82.7 LOS F 3.0 21.8 0.97 0.74 18.6

Approach 418 3.5 0.340 62.7 LOS E 8.6 62.2 0.90 0.74 21.7


10 L 120 3.5 0.105 19.8 LOS B 3.6 25.9 0.42 0.70 39.1

11 T 2507 3.5 0.870 39.5 LOS C 58.5 421.9 0.96 0.90 27.5

12 R 251 3.5 0.696 85.9 LOS F 9.9 71.2 1.00 0.83 18.1

Approach 2878 3.5 0.870 42.7 LOS D 58.5 421.9 0.94 0.89 26.6







Mov ID

Description Demand

Flow Average
















�

� �



Phase A A1 B C C1 D

Green Time (sec) 6 4 71 14 0 32



Phase Time (sec) 12 10 77 20 3 38

Phase Split 8 % 6 % 48 % 13 % 2 % 24 %














Level of Service


Effective Stop Rate




1 L 142 3.5 0.357 50.0 LOS D 12.8 92.6 0.80 0.83 25.6

2 T 81 3.5 0.357 41.7 LOS C 12.8 92.6 0.80 0.68 26.2

3 R 167 3.5 0.925 68.6 LOS E 11.3 81.6 0.90 0.86 20.8

Approach 390 3.5 0.925 56.3 LOS D 12.8 92.6 0.84 0.81 23.4


4 L 72 3.5 0.475 36.5 LOS C 22.3 160.8 0.71 0.92 31.0

5 T 1259 3.5 0.475 28.2 LOS B 22.5 162.1 0.71 0.63 32.4

6 R 22 3.5 0.325 94.4 LOS F 1.8 12.9 1.00 0.71 16.7

Approach 1353 3.5 0.475 29.7 LOS C 22.5 162.1 0.72 0.65 31.9


7 L 17 3.5 0.086 47.8 LOS D 2.8 19.9 0.73 0.81 26.6

8 T 35 3.5 0.086 39.5 LOS C 2.8 19.9 0.73 0.56 27.4

9 R 40 3.5 0.246 61.0 LOS E 2.5 18.0 0.83 0.74 22.5

Approach 92 3.5 0.246 50.4 LOS D 2.8 19.9 0.77 0.69 24.9


10 L 87 3.5 0.930 60.9 LOS E 78.1 562.9 1.00 1.02 23.4

11 T 2719 3.5 0.930 52.5 LOS D 78.3 564.8 1.00 1.02 23.6

12 R 61 3.5 0.451 87.3 LOS F 4.7 34.1 1.00 0.76 17.7

Approach 2867 3.5 0.930 53.5 LOS D 78.3 564.8 1.00 1.01 23.4







Mov ID

Description Demand

Flow Average
















�

� �



Phase A A1 B C





Phase Split 8 % 4 % 53 % 36 %














Level of Service


Effective Stop Rate




1 L 114 3.5 0.324 10.9 LOS A 2.0 14.6 0.28 0.67 46.4

3 R 39 3.5 0.071 67.6 LOS E 1.4 10.2 0.87 0.71 21.1

Approach 153 3.5 0.324 25.3 LOS B 2.0 14.6 0.43 0.68 35.6


4 L 17 3.5 0.012 8.0 LOS A 0.1 0.5 0.09 0.61 49.3

5 T 1560 3.5 0.406 12.2 LOS A 17.7 127.4 0.48 0.44 43.4

Approach 1577 3.5 0.406 12.1 LOS A 17.7 127.4 0.48 0.44 43.5


11 T 3000 3.5 0.697 10.5 LOS A 39.2 282.3 0.56 0.53 44.6

12 R 48 3.5 0.390 92.7 LOS F 2.5 17.9 1.00 0.71 16.9

Approach 3048 3.5 0.697 11.8 LOS A 39.2 282.3 0.57 0.53 43.5







Mov ID

Description Demand

Flow Average















�

� �



Phase A B C



















Level of Service


Effective Stop Rate




5 T 176 3.5 0.300 4.4 LOS A 1.9 14.0 0.45 0.42 50.2

6 R 167 3.5 0.300 12.4 LOS A 1.9 14.0 0.45 0.76 46.3

Approach 343 3.5 0.300 8.3 LOS A 1.9 14.0 0.45 0.59 48.1


7 L 775 3.5 0.712 10.0 LOS A 8.5 61.1 0.85 0.85 47.0

9 R 182 3.5 0.271 14.7 LOS B 1.5 10.9 0.64 0.79 44.0

Approach 957 3.5 0.712 10.9 LOS A 8.5 61.1 0.81 0.84 46.3

West: Precinct (W)

10 L 424 3.5 0.673 6.3 LOS A 6.8 48.8 0.63 0.56 48.9

11 T 410 3.5 0.673 5.0 LOS A 6.8 48.8 0.63 0.48 49.0

Approach 834 3.5 0.673 5.7 LOS A 6.8 48.8 0.63 0.52 48.9










�

� �






Level of Service


Effective Stop Rate




1 L 13 3.5 0.072 53.8 LOS D 0.7 5.3 0.77 0.68 24.4

2 T 21 3.5 0.059 56.8 LOS E 1.3 9.6 0.85 0.62 22.7

3 R 80 3.5 0.710 92.3 LOS F 6.5 47.1 1.00 0.83 17.2

Approach 114 3.5 0.710 81.4 LOS F 6.5 47.1 0.95 0.77 18.6


24 L 186 3.5 0.265 13.2 LOS A 2.0 14.7 0.18 0.65 44.3

25 T 3108 3.5 0.982 64.9 LOS E 103.1 743.0 1.00 1.14 20.8

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 3302 3.5 0.982 62.0 LOS E 103.1 743.0 0.95 1.11 21.5


7 L 8 3.5 0.070 52.8 LOS D 0.4 3.2 0.76 0.65 24.7

8 T 48 3.5 1.056 215.0 LOS F 13.7 98.4 1.00 1.36 8.5

9 R 180 3.5 1.056 221.9 LOS F 18.4 132.6 1.00 1.40 8.6

Approach 236 3.5 1.056 214.8 LOS F 18.4 132.6 0.99 1.36 8.8


30 L 163 3.5 0.156 11.8 LOS A 1.6 11.8 0.14 0.64 45.5

31 T 1330 3.5 0.420 14.5 LOS A 12.7 91.5 0.40 0.36 41.8

32 R 31 3.5 0.459 94.8 LOS F 2.5 18.2 1.00 0.72 16.8

Approach 1524 3.5 0.459 15.8 LOS B 12.7 91.5 0.39 0.40 40.9







Mov ID

Description Demand

Flow Average
















�

� �



Phase A B C C1 D





Phase Split 8 % 59 % 10 % 1 % 23 %














Level of Service


Effective Stop Rate




1 L 145 3.5 0.496 49.7 LOS D 8.2 59.1 0.78 0.77 25.6

2 T 248 3.5 0.291 55.0 LOS D 8.0 57.5 0.87 0.71 23.1

3 R 290 3.5 0.919 104.5 LOS F 13.1 94.8 1.00 1.07 15.7

Approach 683 3.5 0.919 74.9 LOS F 13.1 94.8 0.91 0.87 19.6


4 L 393 3.5 0.548 22.8 LOS B 14.3 103.3 0.52 0.75 37.2

5 T 2677 3.5 0.941 61.7 LOS E 79.5 573.5 1.00 1.06 21.5

6 R 164 3.5 0.428 81.3 LOS F 6.1 44.2 0.98 0.78 18.8

Approach 3234 3.5 0.941 58.0 LOS E 79.5 573.5 0.94 1.00 22.5


7 L 84 3.5 0.233 45.8 LOS D 4.4 31.9 0.72 0.74 26.8

8 T 304 3.5 0.401 59.9 LOS E 10.3 74.4 0.92 0.75 21.9

9 R 65 3.5 0.289 87.7 LOS F 2.5 18.2 0.99 0.73 17.8

Approach 453 3.5 0.401 61.3 LOS E 10.3 74.4 0.89 0.75 21.9


10 L 74 3.5 0.074 24.8 LOS B 2.6 18.7 0.49 0.70 35.9

11 T 1149 3.5 0.443 31.3 LOS C 20.0 144.0 0.73 0.64 31.1

12 R 198 3.5 0.879 100.3 LOS F 8.6 62.1 1.00 0.98 16.2

Approach 1421 3.5 0.879 40.6 LOS C 20.0 144.0 0.76 0.69 27.7







Mov ID

Description Demand

Flow Average
















�

� �



Phase A A1 B C C1 D

Green Time (sec) 10 1 73 10 0 32



Phase Time (sec) 16 7 79 16 4 38

Phase Split 10 % 4 % 49 % 10 % 3 % 24 %














Level of Service


Effective Stop Rate




1 L 61 3.5 0.305 70.4 LOS E 6.6 47.2 0.92 0.79 20.7

2 T 35 3.5 0.305 62.1 LOS E 6.6 47.2 0.92 0.73 20.9

3 R 72 3.5 0.477 84.0 LOS F 5.5 39.6 0.99 0.78 18.2

Approach 168 3.5 0.477 74.5 LOS F 6.6 47.2 0.95 0.77 19.6


4 L 167 3.5 0.899 45.8 LOS D 69.4 500.5 0.96 0.96 27.7

5 T 2733 3.5 0.899 37.3 LOS C 69.8 503.4 0.96 0.93 28.2

6 R 23 3.5 0.144 68.1 LOS E 1.5 10.8 0.87 0.71 20.9

Approach 2923 3.5 0.899 38.0 LOS C 69.8 503.4 0.96 0.93 28.1


7 L 23 3.5 0.362 73.7 LOS F 7.3 52.7 0.94 0.81 20.4

8 T 81 3.5 0.362 65.4 LOS E 7.3 52.7 0.94 0.75 20.6

9 R 84 3.5 0.593 83.8 LOS F 6.4 46.4 0.99 0.79 18.2

Approach 188 3.5 0.593 74.6 LOS F 7.3 52.7 0.96 0.77 19.4


10 L 70 3.5 0.442 29.2 LOS C 20.8 149.8 0.62 0.93 34.5

11 T 1357 3.5 0.442 20.9 LOS B 20.9 150.9 0.62 0.56 36.6

12 R 142 3.5 0.899 86.6 LOS F 11.3 81.6 0.95 0.92 17.8

Approach 1569 3.5 0.899 27.2 LOS B 20.9 150.9 0.65 0.61 33.3







Mov ID

Description Demand

Flow Average
















�

� �



Phase A B C





Phase Split 21 % 61 % 19 %














Level of Service


Effective Stop Rate




1 L 48 3.5 0.140 30.4 LOS C 2.3 16.4 0.61 0.74 32.9

3 R 17 3.5 0.031 66.9 LOS E 0.6 4.3 0.86 0.68 21.3

Approach 65 3.5 0.140 39.8 LOS C 2.3 16.4 0.68 0.72 28.9


4 L 39 3.5 0.030 8.2 LOS A 0.2 1.7 0.11 0.62 49.1

5 T 3132 3.5 0.823 20.5 LOS B 58.6 422.3 0.81 0.76 36.5

Approach 3171 3.5 0.823 20.4 LOS B 58.6 422.3 0.80 0.76 36.7


11 T 1642 3.5 0.382 7.0 LOS A 14.2 102.4 0.37 0.34 48.9

12 R 114 3.5 0.802 95.6 LOS F 6.1 44.0 1.00 0.83 16.6

Approach 1756 3.5 0.802 12.7 LOS A 14.2 102.4 0.41 0.37 43.4







Mov ID

Description Demand

Flow Average















�

� �



Phase A B C



















Level of Service


Effective Stop Rate




5 T 410 3.5 0.911 21.9 LOS B 23.0 165.5 1.00 1.35 36.6

6 R 450 3.5 0.911 29.9 LOS C 23.0 165.5 1.00 1.35 35.2

Approach 860 3.5 0.911 26.1 LOS B 23.0 165.5 1.00 1.35 35.8


7 L 352 3.5 0.310 5.9 LOS A 2.0 14.2 0.44 0.51 49.7

9 R 424 3.5 0.326 12.1 LOS A 2.2 15.7 0.43 0.64 45.0

Approach 776 3.5 0.326 9.3 LOS A 2.2 15.7 0.44 0.58 46.9

West: Precinct (W)

10 L 182 3.5 0.429 7.8 LOS A 3.2 22.8 0.76 0.70 48.1

11 T 176 3.5 0.429 6.5 LOS A 3.2 22.8 0.76 0.62 47.9

Approach 358 3.5 0.429 7.1 LOS A 3.2 22.8 0.76 0.66 48.0










�

� �


Camden Valley Way / Cowpasture Road 2036 AM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 31 3.5 0.172 54.5 LOS D 1.8 12.9 0.78 0.71 24.2

2 T 89 3.5 0.256 59.6 LOS E 5.9 42.7 0.90 0.71 21.7

3 R 145 3.5 1.000 3 84.6 LOS F 11.3 81.6 1.00 0.80 18.3

Approach 265 3.5 1.000 72.7 LOS F 11.3 81.6 0.94 0.76 19.9


24 L 80 3.5 0.108 11.6 LOS A 0.7 5.4 0.13 0.63 45.7

25 T 1616 3.5 0.547 20.1 LOS B 20.4 147.3 0.54 0.48 37.4

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 1704 3.5 0.547 20.0 LOS B 20.4 147.3 0.52 0.49 37.5


7 L 8 3.5 0.071 53.6 LOS D 0.5 3.3 0.76 0.66 24.5

8 T 21 3.5 1.004 144.7 LOS F 5.1 36.7 1.00 1.12 11.7

9 R 217 3.5 1.004 153.2 LOS F 22.2 159.9 1.00 1.25 11.7

Approach 246 3.5 1.004 149.2 LOS F 22.2 159.9 0.99 1.22 11.9


30 L 249 3.5 0.241 12.1 LOS A 2.7 19.5 0.15 0.64 45.3

31 T 3077 3.5 1.042 147.1 LOS F 139.9 1008.9 1.00 1.49 11.7

32 R 13 3.5 0.192 93.0 LOS F 1.0 7.4 0.99 0.68 17.0

Approach 3339 3.5 1.042 136.8 LOS F 139.9 1008.9 0.94 1.43 12.4








Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Cowpasture Road 2036 AM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, C, C, C1, D Output Sequence: A, C, C, C1, D Phase Timing Results

Phase A C C C1 D





Phase Split 8 % 56 % 14 % 0 % 23 %










Camden Valley Way / Denham Court Road 2036 AM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 171 3.5 0.567 47.2 LOS D 9.4 68.1 0.76 0.77 26.3

2 T 224 3.5 0.278 56.5 LOS D 7.3 52.5 0.88 0.71 22.7

3 R 346 3.5 0.960 118.1 LOS F 17.1 123.2 1.00 1.15 14.3

Approach 741 3.5 0.960 83.1 LOS F 17.1 123.2 0.91 0.93 18.3


4 L 573 3.5 0.849 40.6 LOS C 30.0 216.6 0.80 0.87 28.6

5 T 1253 3.5 0.489 32.8 LOS C 22.6 162.7 0.76 0.67 30.4

6 R 75 3.5 0.555 95.3 LOS F 3.1 22.3 1.00 0.74 16.8

Approach 1901 3.5 0.849 37.6 LOS C 30.0 216.6 0.78 0.73 28.9


7 L 79 3.5 0.239 54.4 LOS D 4.6 33.3 0.80 0.75 24.3

8 T 290 3.5 0.382 59.6 LOS E 9.8 70.6 0.91 0.75 22.0

9 R 81 3.5 0.257 82.7 LOS F 3.0 21.8 0.97 0.74 18.6

Approach 450 3.5 0.382 62.9 LOS E 9.8 70.6 0.90 0.75 21.6


10 L 120 3.5 0.104 19.4 LOS B 3.5 25.4 0.41 0.69 39.4

11 T 2928 3.5 1.004 115.1 LOS F 117.4 846.7 1.00 1.31 14.1

12 R 288 3.5 0.799 89.7 LOS F 11.8 84.9 1.00 0.90 17.5

Approach 3336 3.5 1.004 109.4 LOS F 117.4 846.7 0.98 1.25 14.7







Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Denham Court Road 2036 AM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C, C1, D Output Sequence: A, A1, B, C, C1, D Phase Timing Results

Phase A A1 B C C1 D

Green Time (sec) 6 4 72 14 0 32



Phase Time (sec) 12 10 78 20 2 38

Phase Split 8 % 6 % 49 % 13 % 1 % 24 %










Camden Valley Way / Heath Rd 2036 AM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 142 3.5 0.492 62.6 LOS E 15.1 109.0 0.90 0.84 22.3

2 T 87 3.5 0.492 54.3 LOS D 15.1 109.0 0.90 0.76 22.6

3 R 161 3.5 1.000 3 71.2 LOS F 11.3 81.6 0.97 0.82 20.3

Approach 390 3.5 1.000 64.3 LOS E 15.1 109.0 0.93 0.81 21.5


4 L 72 3.5 0.465 28.5 LOS B 22.2 160.2 0.62 0.94 34.9

5 T 1461 3.5 0.465 20.2 LOS B 22.4 161.4 0.62 0.56 37.1

6 R 22 3.5 0.325 94.4 LOS F 1.8 12.9 1.00 0.71 16.7

Approach 1555 3.5 0.465 21.6 LOS B 22.4 161.4 0.62 0.58 36.3


7 L 17 3.5 0.118 59.2 LOS E 3.1 22.7 0.82 0.79 23.4

8 T 35 3.5 0.118 50.9 LOS D 3.1 22.7 0.82 0.63 23.9

9 R 40 3.5 0.277 76.9 LOS F 2.9 20.7 0.93 0.75 19.3

Approach 92 3.5 0.277 63.7 LOS E 3.1 22.7 0.87 0.71 21.6


10 L 87 3.5 0.935 51.3 LOS D 87.9 633.6 0.99 1.01 26.1

11 T 3200 3.5 0.935 42.8 LOS D 88.1 635.1 0.99 1.00 26.3

12 R 61 3.5 0.451 87.3 LOS F 4.7 34.1 1.00 0.76 17.7

Approach 3348 3.5 0.935 43.9 LOS D 88.1 635.1 0.99 1.00 26.1








Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Heath Rd 2036 AM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C Output Sequence: A, A1, B, C Phase Timing Results

Phase A A1 B C





Phase Split 8 % 4 % 62 % 27 %










Camden Valley Way / St Andrews Road 2036 AM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 114 3.5 0.327 12.5 LOS A 2.7 19.2 0.35 0.70 44.9

3 R 39 3.5 0.071 67.6 LOS E 1.4 10.2 0.87 0.71 21.1

Approach 153 3.5 0.327 26.5 LOS B 2.7 19.2 0.48 0.70 34.9


4 L 17 3.5 0.012 8.0 LOS A 0.1 0.5 0.09 0.61 49.3

5 T 1791 3.5 0.462 12.4 LOS A 21.1 152.0 0.50 0.46 43.2

Approach 1807 3.5 0.462 12.4 LOS A 21.1 152.0 0.50 0.46 43.2


11 T 3527 3.5 0.820 13.1 LOS A 57.3 413.2 0.70 0.67 42.0

12 R 48 3.5 0.455 94.6 LOS F 2.5 18.2 1.00 0.71 16.7

Approach 3576 3.5 0.820 14.2 LOS A 57.3 413.2 0.71 0.67 41.2







Mov ID

Description Demand

Flow Average















�

� �


Camden Valley Way / St Andrews Road 2036 AM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Two-Phase Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C



















Level of Service


Effective Stop Rate




5 T 176 3.5 0.323 4.5 LOS A 2.2 15.6 0.46 0.43 50.0

6 R 198 3.5 0.323 12.4 LOS A 2.2 15.6 0.46 0.75 46.2

Approach 374 3.5 0.323 8.7 LOS A 2.2 15.6 0.46 0.60 47.8


7 L 918 3.5 0.812 12.7 LOS A 13.8 99.2 0.98 0.99 44.6

9 R 182 3.5 0.262 14.7 LOS B 1.5 11.0 0.65 0.79 44.0

Approach 1100 3.5 0.812 13.0 LOS A 13.8 99.2 0.92 0.96 44.5

West: Precinct (W)

10 L 424 3.5 0.694 6.9 LOS A 7.4 53.2 0.70 0.62 48.5

11 T 410 3.5 0.694 5.5 LOS A 7.4 53.2 0.70 0.54 48.4

Approach 834 3.5 0.694 6.2 LOS A 7.4 53.2 0.70 0.58 48.5










�

� �


Camden Valley Way / Cowpasture Road 2036 PM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 13 3.5 0.072 53.8 LOS D 0.7 5.3 0.77 0.68 24.4

2 T 21 3.5 0.059 56.8 LOS E 1.3 9.6 0.85 0.62 22.7

3 R 80 3.5 0.888 102.7 LOS F 7.0 50.7 1.00 0.98 15.9

Approach 114 3.5 0.888 88.7 LOS F 7.0 50.7 0.95 0.88 17.5


24 L 186 3.5 0.276 13.6 LOS A 2.2 15.7 0.20 0.65 43.9

25 T 3597 3.5 1.124 276.5 LOS F 223.0 1608.0 1.00 2.05 6.9

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 3791 3.5 1.124 263.2 LOS F 223.0 1608.0 0.96 1.97 7.2


7 L 8 3.5 0.069 52.0 LOS D 0.4 3.2 0.75 0.65 24.9

8 T 48 3.5 1.256 560.6 LOS F 22.1 159.3 1.00 1.79 3.6

9 R 180 3.5 1.256 566.4 LOS F 36.0 259.4 1.00 1.97 3.7

Approach 236 3.5 1.256 547.8 LOS F 36.0 259.4 0.99 1.89 3.8


30 L 163 3.5 0.156 11.8 LOS A 1.6 11.8 0.14 0.64 45.5

31 T 1539 3.5 0.481 14.5 LOS B 15.3 110.3 0.42 0.38 41.7

32 R 31 3.5 0.459 94.8 LOS F 2.5 18.2 1.00 0.72 16.8

Approach 1733 3.5 0.481 15.7 LOS B 15.3 110.3 0.41 0.41 40.9







Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Cowpasture Road 2036 PM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond (phase reduction applied) Input Sequence: A, A1, B, C, C1, D Output Sequence: A, B, C, C1, D Phase Timing Results

Phase A B C C1 D





Phase Split 8 % 60 % 9 % 1 % 23 %










Camden Valley Way / Denham Court Road 2036 PM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 163 3.5 0.563 51.0 LOS D 9.4 67.8 0.79 0.78 25.2

2 T 303 3.5 0.357 56.0 LOS D 10.0 71.9 0.89 0.73 22.8

3 R 299 3.5 1.020 170.4 LOS F 18.1 130.3 1.00 1.33 10.7

Approach 765 3.5 1.020 99.6 LOS F 18.1 130.3 0.91 0.97 16.0


4 L 421 3.5 0.581 22.6 LOS B 15.4 111.1 0.52 0.75 37.3

5 T 3153 3.5 1.081 229.5 LOS F 174.0 1254.5 1.00 1.80 8.1

6 R 164 3.5 0.485 83.8 LOS F 6.3 45.1 0.99 0.78 18.4

Approach 3738 3.5 1.081 199.8 LOS F 174.0 1254.5 0.95 1.64 9.1


7 L 84 3.5 0.237 47.3 LOS D 4.5 32.6 0.74 0.74 26.3

8 T 325 3.5 0.428 60.3 LOS E 11.1 80.0 0.92 0.76 21.8

9 R 65 3.5 0.321 89.2 LOS F 2.6 18.4 1.00 0.73 17.6

Approach 474 3.5 0.428 61.9 LOS E 11.1 80.0 0.90 0.75 21.8


10 L 74 3.5 0.072 23.9 LOS B 2.5 18.2 0.47 0.70 36.5

11 T 1339 3.5 0.495 30.4 LOS C 23.4 169.0 0.74 0.66 31.4

12 R 213 3.5 1.050 212.2 LOS F 14.5 104.6 1.00 1.35 8.9

Approach 1626 3.5 1.050 53.9 LOS D 23.4 169.0 0.76 0.75 23.7







Mov ID

Description Demand

Flow Average
















�

� �


Camden Valley Way / Denham Court Road 2036 PM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, A1, B, C, C1, D Output Sequence: A, A1, B, C, C1, D Phase Timing Results

Phase A A1 B C C1 D




Phase Time (sec) 15 6 82 15 4 38

Phase Split 9 % 4 % 51 % 9 % 3 % 24 %










Camden Valley Way / Heath Rd 2036 PM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 61 3.5 0.305 70.4 LOS E 6.6 47.2 0.92 0.79 20.7

2 T 35 3.5 0.305 62.1 LOS E 6.6 47.2 0.92 0.73 20.9

3 R 72 3.5 0.477 84.0 LOS F 5.5 39.6 0.99 0.78 18.2

Approach 168 3.5 0.477 74.5 LOS F 6.6 47.2 0.95 0.77 19.6


4 L 167 3.5 0.963 68.8 LOS E 105.5 760.6 1.00 1.08 21.5

5 T 3216 3.5 0.963 60.2 LOS E 106.0 764.2 1.00 1.09 21.7

6 R 23 3.5 0.154 76.4 LOS F 1.6 11.6 0.93 0.71 19.4

Approach 3406 3.5 0.963 60.8 LOS E 106.0 764.2 1.00 1.08 21.7


7 L 23 3.5 0.362 73.7 LOS F 7.3 52.7 0.94 0.81 20.4

8 T 81 3.5 0.362 65.4 LOS E 7.3 52.7 0.94 0.75 20.6

9 R 84 3.5 0.593 83.8 LOS F 6.4 46.4 0.99 0.79 18.2

Approach 188 3.5 0.593 74.6 LOS F 7.3 52.7 0.96 0.77 19.4


10 L 70 3.5 0.469 25.5 LOS B 22.3 160.9 0.58 0.95 36.6

11 T 1576 3.5 0.469 17.2 LOS B 22.5 162.0 0.58 0.52 39.2

12 R 142 3.5 0.961 88.2 LOS F 11.3 81.6 1.00 0.85 17.5

Approach 1788 3.5 0.961 23.1 LOS B 22.5 162.0 0.61 0.57 35.6







Mov ID

Description Demand

Flow Average
















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Camden Valley Way / Heath Rd 2036 PM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Diamond Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C





Phase Split 16 % 66 % 19 %










Camden Valley Way / St Andrews Road 2036 PM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time)




Level of Service


Effective Stop Rate




1 L 48 3.5 0.145 48.4 LOS D 2.8 20.3 0.75 0.73 26.0

3 R 17 3.5 0.031 66.9 LOS E 0.6 4.3 0.86 0.68 21.3

Approach 65 3.5 0.145 53.2 LOS D 2.8 20.3 0.78 0.72 24.6


4 L 39 3.5 0.029 8.2 LOS A 0.2 1.5 0.11 0.62 49.2

5 T 3682 3.5 0.959 48.5 LOS D 107.8 777.6 1.00 1.06 24.7

Approach 3721 3.5 0.959 48.1 LOS D 107.8 777.6 0.99 1.05 24.8


11 T 1887 3.5 0.439 7.4 LOS A 17.4 125.4 0.40 0.36 48.3

12 R 114 3.5 0.916 102.7 LOS F 6.5 47.0 1.00 0.91 15.7

Approach 2001 3.5 0.916 12.8 LOS A 17.4 125.4 0.43 0.39 43.2







Mov ID

Description Demand

Flow Average















�

� �


Camden Valley Way / St Andrews Road 2036 PM Peak [3pc growth] Signals - Fixed Time Cycle Time = 160 seconds (User-Given Cycle Time) Phase times determined by the program Sequence: Two-Phase Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results

Phase A B C



















Level of Service


Effective Stop Rate




5 T 410 3.5 0.875 18.0 LOS B 21.0 151.7 1.00 1.20 39.1

6 R 532 3.5 0.875 25.9 LOS B 21.0 151.7 1.00 1.20 37.3

Approach 942 3.5 0.875 22.4 LOS B 21.0 151.7 1.00 1.20 38.0


7 L 416 3.5 0.339 5.9 LOS A 2.4 17.5 0.47 0.52 49.5

9 R 424 3.5 0.310 12.1 LOS A 2.2 16.0 0.44 0.64 45.0

Approach 840 3.5 0.339 9.0 LOS A 2.4 17.5 0.45 0.58 47.0

West: Precinct (W)

10 L 182 3.5 0.407 8.3 LOS A 3.4 24.9 0.85 0.74 47.5

11 T 176 3.5 0.407 6.9 LOS A 3.4 24.9 0.85 0.67 47.2

Approach 358 3.5 0.407 7.6 LOS A 3.4 24.9 0.85 0.71 47.4










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� �






Level of Service


Effective Stop Rate




1 L 31 3.5 0.172 54.5 LOS D 1.8 12.9 0.78 0.71 24.2

2 T 92 3.5 0.264 59.8 LOS E 6.1 44.0 0.90 0.71 21.6

3 R 142 3.5 1.000 3 87.1 LOS F 11.3 81.6 1.00 0.80 17.9

Approach 265 3.5 1.000 73.8 LOS F 11.3 81.6 0.94 0.76 19.7


24 L 80 3.5 0.108 11.6 LOS A 0.7 5.4 0.13 0.63 45.7

25 T 1823 3.5 0.603 19.5 LOS B 23.6 170.5 0.55 0.50 37.7

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 1911 3.5 0.603 19.5 LOS B 23.6 170.5 0.54 0.51 37.8


7 L 8 3.5 0.071 53.6 LOS D 0.5 3.3 0.76 0.66 24.5

8 T 21 3.5 1.096 280.3 LOS F 8.7 62.8 1.00 1.31 6.8

9 R 217 3.5 1.096 286.3 LOS F 30.7 221.2 1.00 1.55 6.9

Approach 246 3.5 1.096 278.2 LOS F 30.7 221.2 0.99 1.50 7.0


30 L 249 3.5 0.241 12.1 LOS A 2.7 19.5 0.15 0.64 45.3

31 T 3458 3.5 1.144 315.5 LOS F 227.9 1643.3 1.00 2.18 6.1

32 R 13 3.5 0.192 93.0 LOS F 1.0 7.4 0.99 0.68 17.0

Approach 3720 3.5 1.144 294.4 LOS F 227.9 1643.3 0.94 2.07 6.5








Mov ID

Description Demand

Flow Average
















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� �



Phase A B C C1 D





Phase Split 8 % 57 % 13 % 0 % 23 %














Level of Service


Effective Stop Rate




1 L 179 3.5 0.593 47.4 LOS D 9.9 71.6 0.77 0.77 26.3

2 T 293 3.5 0.367 57.8 LOS E 9.8 70.9 0.90 0.74 22.3

3 R 298 3.5 1.019 169.4 LOS F 18.0 129.8 1.00 1.33 10.8

Approach 770 3.5 1.019 98.6 LOS F 18.0 129.8 0.91 0.97 16.1


4 L 641 3.5 0.950 44.0 LOS D 34.0 244.8 0.95 0.91 27.4

5 T 1418 3.5 0.532 31.7 LOS C 25.6 184.6 0.76 0.68 30.8

6 R 75 3.5 0.555 95.3 LOS F 3.1 22.3 1.00 0.74 16.8

Approach 2134 3.5 0.950 37.7 LOS C 34.0 244.8 0.83 0.75 28.9


7 L 79 3.5 0.239 54.4 LOS D 4.6 33.3 0.80 0.75 24.3

8 T 321 3.5 0.423 60.2 LOS E 10.9 78.9 0.92 0.76 21.9

9 R 81 3.5 0.327 86.8 LOS F 3.1 22.5 0.99 0.74 18.0

Approach 481 3.5 0.423 63.7 LOS E 10.9 78.9 0.91 0.75 21.4


10 L 120 3.5 0.104 19.4 LOS B 3.5 25.4 0.41 0.69 39.4

11 T 3321 3.5 1.099 257.1 LOS F 195.0 1405.7 1.00 1.91 7.4

12 R 322 3.5 0.893 98.5 LOS F 14.1 101.8 1.00 1.01 16.4

Approach 3763 3.5 1.099 235.9 LOS F 195.0 1405.7 0.98 1.80 7.9







Mov ID

Description Demand

Flow Average
















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� �



Phase A A1 B C C1 D

Green Time (sec) 6 4 75 11 0 32



Phase Time (sec) 12 10 81 17 2 38

Phase Split 8 % 6 % 51 % 11 % 1 % 24 %














Level of Service


Effective Stop Rate




1 L 142 3.5 0.659 72.1 LOS F 17.3 124.8 0.98 0.84 20.4

2 T 98 3.5 0.659 63.8 LOS E 17.3 124.8 0.98 0.82 20.5

3 R 150 3.5 1.000 3 78.2 LOS F 11.3 81.6 1.00 0.82 19.1

Approach 390 3.5 1.000 72.4 LOS F 17.3 124.8 0.98 0.83 19.9


4 L 72 3.5 0.471 23.6 LOS B 22.2 159.9 0.55 0.95 37.8

5 T 1648 3.5 0.471 15.3 LOS B 22.3 161.0 0.55 0.50 40.6

6 R 22 3.5 0.325 94.4 LOS F 1.8 12.9 1.00 0.71 16.7

Approach 1742 3.5 0.471 16.6 LOS B 22.3 161.0 0.56 0.52 39.8


7 L 17 3.5 0.154 67.5 LOS E 3.4 24.6 0.88 0.78 21.5

8 T 35 3.5 0.154 59.2 LOS E 3.4 24.6 0.88 0.67 21.8

9 R 40 3.5 0.410 89.9 LOS F 3.2 22.8 1.00 0.74 17.3

Approach 92 3.5 0.410 74.1 LOS F 3.4 24.6 0.93 0.72 19.6


10 L 87 3.5 0.974 69.4 LOS E 120.4 868.3 1.00 1.10 21.4

11 T 3648 3.5 0.974 60.9 LOS E 120.7 870.1 1.00 1.11 21.6

12 R 61 3.5 0.492 88.8 LOS F 4.8 34.5 1.00 0.76 17.4

Approach 3796 3.5 0.974 61.6 LOS E 120.7 870.1 1.00 1.10 21.5








Mov ID

Description Demand

Flow Average
















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� �



Phase A A1 B C





Phase Split 8 % 3 % 68 % 21 %














Level of Service


Effective Stop Rate




1 L 114 3.5 0.327 14.8 LOS B 3.5 25.1 0.43 0.72 42.9

3 R 39 3.5 0.071 67.6 LOS E 1.4 10.2 0.87 0.71 21.1

Approach 153 3.5 0.327 28.2 LOS B 3.5 25.1 0.55 0.72 34.0


4 L 17 3.5 0.012 8.0 LOS A 0.1 0.5 0.09 0.61 49.3

5 T 2005 3.5 0.517 13.1 LOS A 25.0 180.2 0.53 0.49 42.4

Approach 2022 3.5 0.517 13.1 LOS A 25.0 180.2 0.53 0.49 42.5


11 T 4020 3.5 0.934 22.1 LOS B 90.6 653.4 0.91 0.90 35.4

12 R 48 3.5 0.455 94.6 LOS F 2.5 18.2 1.00 0.71 16.7

Approach 4068 3.5 0.934 23.0 LOS B 90.6 653.4 0.91 0.89 34.9







Mov ID

Description Demand

Flow Average















�

� �



Phase A B C



















Level of Service


Effective Stop Rate




5 T 176 3.5 0.346 4.5 LOS A 2.4 17.1 0.47 0.43 49.9

6 R 227 3.5 0.346 12.4 LOS A 2.4 17.1 0.47 0.74 46.1

Approach 403 3.5 0.346 9.0 LOS A 2.4 17.1 0.47 0.61 47.6


7 L 1051 3.5 0.932 22.7 LOS B 28.3 204.3 1.00 1.32 37.1

9 R 182 3.5 0.264 14.7 LOS B 1.6 11.2 0.66 0.79 44.0

Approach 1233 3.5 0.932 21.5 LOS B 28.3 204.3 0.95 1.25 38.0

West: Precinct (W)

10 L 424 3.5 0.718 7.9 LOS A 8.5 61.3 0.76 0.69 48.1

11 T 410 3.5 0.718 6.5 LOS A 8.5 61.3 0.76 0.65 48.0

Approach 834 3.5 0.718 7.2 LOS A 8.5 61.3 0.76 0.67 48.0










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� �






Level of Service


Effective Stop Rate




1 L 13 3.5 0.072 53.8 LOS D 0.7 5.3 0.77 0.68 24.4

2 T 21 3.5 0.059 56.8 LOS E 1.3 9.6 0.85 0.62 22.7

3 R 80 3.5 0.710 92.3 LOS F 6.5 47.1 1.00 0.83 17.2

Approach 114 3.5 0.710 81.4 LOS F 6.5 47.1 0.95 0.77 18.6


24 L 186 3.5 0.254 12.7 LOS A 1.9 13.8 0.17 0.64 44.7

25 T 4054 3.5 1.267 529.8 LOS F 356.8 2572.5 1.00 2.91 3.8

26 R 8 3.5 0.118 92.3 LOS F 0.6 4.5 0.98 0.66 17.1

Approach 4248 3.5 1.267 506.3 LOS F 356.8 2572.5 0.96 2.81 4.0


7 L 8 3.5 0.071 53.6 LOS D 0.5 3.3 0.76 0.66 24.5

8 T 48 3.5 1.260 567.6 LOS F 22.2 159.8 1.00 1.80 3.6

9 R 180 3.5 1.260 573.3 LOS F 36.4 262.2 1.00 1.98 3.6

Approach 236 3.5 1.260 554.5 LOS F 36.4 262.2 0.99 1.90 3.7


30 L 163 3.5 0.156 11.8 LOS A 1.6 11.8 0.14 0.64 45.5

31 T 1734 3.5 0.542 15.2 LOS B 18.6 133.9 0.46 0.41 41.0

32 R 31 3.5 0.459 94.8 LOS F 2.5 18.2 1.00 0.72 16.8

Approach 1928 3.5 0.542 16.2 LOS B 18.6 133.9 0.44 0.44 40.4







Mov ID

Description Demand

Flow Average
















�

� �



Phase A B C C1 D





Phase Split 8 % 60 % 10 % 0 % 23 %














Level of Service


Effective Stop Rate




1 L 179 3.5 0.624 52.3 LOS D 10.5 76.0 0.81 0.78 24.8

2 T 421 3.5 0.515 59.2 LOS E 14.7 105.8 0.93 0.78 21.9

3 R 242 3.5 1.072 246.2 LOS F 18.1 130.3 1.00 1.44 7.9

Approach 842 3.5 1.072 111.4 LOS F 18.1 130.3 0.93 0.97 14.7


4 L 447 3.5 0.617 22.8 LOS B 16.7 120.2 0.53 0.75 37.1

5 T 3578 3.5 1.184 404.7 LOS F 268.6 1936.9 1.00 2.46 4.9

6 R 164 3.5 0.520 85.1 LOS F 6.3 45.5 1.00 0.78 18.2

Approach 4189 3.5 1.184 351.5 LOS F 268.6 1936.9 0.95 2.21 5.6


7 L 84 3.5 0.239 48.1 LOS D 4.6 32.9 0.75 0.74 26.1

8 T 346 3.5 0.456 60.7 LOS E 11.9 85.7 0.93 0.77 21.8

9 R 65 3.5 0.412 92.7 LOS F 2.6 18.9 1.00 0.73 17.2

Approach 495 3.5 0.456 62.7 LOS E 11.9 85.7 0.91 0.76 21.6


10 L 74 3.5 0.071 22.9 LOS B 2.4 17.6 0.46 0.69 37.1

11 T 1516 3.5 0.533 28.7 LOS C 26.3 189.8 0.73 0.66 32.2

12 R 227 3.5 1.119 325.9 LOS F 20.2 146.0 1.00 1.56 6.1

Approach 1817 3.5 1.119 65.6 LOS E 26.3 189.8 0.76 0.77 21.0







Mov ID

Description Demand

Flow Average
















�

� �



Phase A A1 B C C1 D




Phase Time (sec) 15 5 86 13 3 38

Phase Split 9 % 3 % 54 % 8 % 2 % 24 %














Level of Service


Effective Stop Rate




1 L 61 3.5 0.306 70.4 LOS E 6.6 47.3 0.92 0.79 20.7

2 T 35 3.5 0.306 62.1 LOS E 6.6 47.3 0.92 0.73 20.9

3 R 72 3.5 0.477 84.0 LOS F 5.5 39.6 0.99 0.78 18.2

Approach 168 3.5 0.477 74.5 LOS F 6.6 47.3 0.95 0.77 19.6


4 L 167 3.5 1.029 141.9 LOS F 169.5 1222.4 1.00 1.40 12.5

5 T 3668 3.5 1.029 133.3 LOS F 170.4 1228.8 1.00 1.42 12.6

6 R 23 3.5 0.157 83.6 LOS F 1.7 12.3 0.96 0.72 18.2

Approach 3858 3.5 1.029 133.4 LOS F 170.4 1228.8 1.00 1.41 12.6


7 L 23 3.5 0.362 73.7 LOS F 7.3 52.7 0.94 0.81 20.4

8 T 81 3.5 0.362 65.4 LOS E 7.3 52.7 0.94 0.75 20.6

9 R 84 3.5 0.593 83.8 LOS F 6.4 46.5 0.99 0.79 18.2

Approach 188 3.5 0.593 74.6 LOS F 7.3 52.7 0.96 0.77 19.4


10 L 70 3.5 0.496 23.0 LOS B 23.8 171.7 0.55 0.96 38.2

11 T 1780 3.5 0.496 14.7 LOS B 23.9 172.7 0.55 0.50 41.1

12 R 142 3.5 0.970 90.4 LOS F 11.5 83.1 1.00 0.80 17.2

Approach 1992 3.5 0.970 20.4 LOS B 23.9 172.7 0.58 0.54 37.3







Mov ID

Description Demand

Flow Average
















�

� �



Phase A B C





Phase Split 12 % 69 % 19 %














Level of Service


Effective Stop Rate




1 L 48 3.5 0.147 54.3 LOS D 2.9 21.0 0.78 0.69 24.3

3 R 17 3.5 0.031 66.9 LOS E 0.6 4.3 0.86 0.68 21.3

Approach 65 3.5 0.147 57.6 LOS E 2.9 21.0 0.80 0.69 23.4


4 L 39 3.5 0.029 8.1 LOS A 0.2 1.4 0.10 0.62 49.2

5 T 4197 3.5 1.083 216.6 LOS F 232.7 1677.6 1.00 1.79 8.5

Approach 4236 3.5 1.083 214.7 LOS F 232.7 1677.6 0.99 1.78 8.6


11 T 2117 3.5 0.492 7.9 LOS A 20.8 149.7 0.42 0.39 47.7

12 R 114 3.5 1.069 188.4 LOS F 10.6 76.4 1.00 1.11 9.7

Approach 2231 3.5 1.069 17.1 LOS B 20.8 149.7 0.45 0.43 39.8







Mov ID

Description Demand

Flow Average















�

� �



Phase A B C



















Level of Service


Effective Stop Rate




5 T 410 3.5 0.948 31.1 LOS C 36.6 263.6 1.00 1.59 31.7

6 R 609 3.5 0.948 39.0 LOS C 36.6 263.6 1.00 1.59 31.0

Approach 1019 3.5 0.948 35.8 LOS C 36.6 263.6 1.00 1.59 31.2


7 L 476 3.5 0.348 5.7 LOS A 2.6 18.9 0.46 0.51 49.5

9 R 424 3.5 0.351 12.3 LOS A 2.6 18.5 0.48 0.65 44.8

Approach 900 3.5 0.351 8.8 LOS A 2.6 18.9 0.47 0.58 47.1

West: Precinct (W)

10 L 182 3.5 0.448 9.1 LOS A 3.9 28.3 0.92 0.81 47.2

11 T 176 3.5 0.448 7.7 LOS A 3.9 28.3 0.92 0.75 46.7

Approach 358 3.5 0.448 8.4 LOS A 3.9 28.3 0.92 0.78 46.9










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Documents

Traffic Assessment part 3a · ID Description Demand Flow Average Delay Level of Service Average Back of Queue Prop. Queued Effective Pedestrian Distance Stop Rate ped/h sec ped m