APPENDIX B 2031 DO NOTHING SIDRA RESULTS...APPENDIX B 2031 DO NOTHING SIDRA RESULTS MOVEMENT SUMMARY Site: 1 AM 1- Northbourne Avenue - Antill Street - Mouat Street Do Nothing 2031

Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | i

APPENDIX B 2031 DO NOTHING SIDRA RESULTS

MOVEMENT SUMMARY Site: 1 AM

1- Northbourne Avenue - Antill Street - Mouat Street Do Nothing 2031 AM Signals - Fixed Time Cycle Time = 110 seconds (Optimum Cycle Time - Minimum Delay)

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: Northbourne Avenue (S)

1 L 143 17.6 0.163 11.7 LOS B 1.9 15.4 0.34 0.68 45.9

2 T 622 20.9 0.603 38.0 LOS D 12.6 102.0 0.91 0.77 27.8

3 R 132 7.2 1.235 288.7 LOS F 18.4 137.1 1.00 1.57 6.8

Approach 897 16.0 1.235 70.6 LOS E 18.4 137.1 0.83 0.87 20.0

East: Antill Street

4 L 721 3.7 1.000 3 39.2 LOS D 29.9 216.2 1.00 0.99 29.1

5 T 641 5.9 1.570 336.3 LOS F 105.2 769.3 1.00 2.03 5.8

6 R 486 3.9 1.570 258.9 LOS F 105.2 769.3 1.00 1.66 7.6

Approach 1848 4.4 1.570 200.0 LOS F 105.2 769.3 1.00 1.53 9.3

North: Northbourne Avenue (N)

7 L 225 13.1 0.262 16.0 LOS B 5.2 40.2 0.49 0.72 42.0

8 T 1753 7.4 1.256 296.1 LOS F 86.9 647.1 1.00 2.27 6.5

9 R 125 1.2 1.127 195.3 LOS F 13.8 97.9 1.00 1.37 9.6

Approach 2103 7.5 1.256 260.1 LOS F 86.9 647.1 0.95 2.05 7.3

West: Mouat Street (W)

10 L 42 0.0 1.163 195.4 LOS F 54.2 390.4 1.00 1.47 9.6

11 T 777 3.8 1.163 199.1 LOS F 60.4 438.4 1.00 1.64 9.1

12 R 571 5.2 1.163 111.9 LOS F 60.4 438.4 1.00 1.23 15.1

Approach 1389 4.2 1.163 163.2 LOS F 60.4 438.4 1.00 1.47 10.9

All Vehicles 6238 7.1 1.570 193.4 LOS F 105.2 769.3 0.96 1.60 9.5

Level of Service (LOS) Method: Delay & v/c (HCM 2010).

Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement

LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection).

Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010).

SIDRA Standard Delay Model used.

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

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 72 19.8 LOS B 0.1 0.1 0.60 0.60

P2 Across S approach 72 42.8 LOS E 0.2 0.2 0.88 0.88

P3 Across E approach 107 41.0 LOS E 0.3 0.3 0.86 0.86

P5 Across N approach 47 19.8 LOS B 0.1 0.1 0.60 0.60

P6 Across N approach 47 37.6 LOS D 0.1 0.1 0.83 0.83

P7 Across W approach 16 41.0 LOS E 0.0 0.0 0.86 0.86

All Pedestrians 361 33.9 LOS D 0.78 0.78

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: Friday, 25 May 2012 2:33:50 PM SIDRA INTERSECTION 5.1.10.2069

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

Project: X:\PROJECT\3002303 Dickson Precinct Traffic and Parking Study\015 Traffic - Intersection Flow Modelling\Dickson Intersections_WD_AM_DoNothing2031.sip 8000072, SMEC AUSTRALIA PTY. LTD., FLOATING

Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | ii


Northbourne Avenue Service Road - Antill Street Do Nothing 2031 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate



North West: Northbourne Avenue Service Road

27 L 451 0.0 1.580 555.6 LOS F 111.8 782.7 1.00 6.07 3.7

Approach 451 0.0 1.580 555.6 LOS F 111.8 782.7 1.00 6.07 3.7

West: Antill Street (W)

10 L 1 0.0 0.364 9.1 LOS A 0.0 0.0 0.00 1.19 48.1

11 T 1295 6.2 0.364 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 1296 6.2 0.364 0.0 NA 0.0 0.0 0.00 0.00 60.0

All Vehicles 1746 4.6 1.580 143.3 NA 111.8 782.7 0.26 1.57 12.1




Minor Road Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010).

NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a good LOS measure due to zero delays associated with major road movements.





Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | iii


Antill Street - Challis Street Do Nothing 2031 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate



South: Challis Street (S)

1 L 516 8.6 2.512 1396.8 LOS F 203.5 1529.3 1.00 7.48 1.5

Approach 516 8.6 2.512 1396.8 LOS F 203.5 1529.3 1.00 7.48 1.5

East: Antill Street (W)

4 L 219 7.7 0.299 9.7 LOS A 1.0 7.2 0.38 0.68 47.7

5 T 1333 2.8 0.367 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 1552 3.5 0.367 1.4 NA 1.0 7.2 0.05 0.10 57.9

West: Antill Street

11 T 1483 1.8 0.416 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

12 R 262 9.9 1.005 86.4 LOS F 13.0 98.6 1.00 2.00 17.8

Approach 1745 4.6 1.005 13.0 NA 13.0 98.6 0.15 0.30 44.3

All Vehicles 3813 4.7 2.512 195.5 NA 203.5 1529.3 0.23 1.19 9.4










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | iv


Antill Street - Badham Street Do Nothing 2031 AM Stop (Two-Way)




Level of Service


Effective Stop Rate



South: Badham Street (S)

1 L 438 0.0 2.987 1827.6 LOS F 260.2 1843.6 1.00 8.40 1.2

3 R 162 5.2 2.987 1827.5 LOS F 260.2 1843.6 1.00 7.33 1.2

Approach 600 1.4 2.987 1827.6 LOS F 260.2 1843.6 1.00 8.11 1.2


4 L 181 3.5 0.190 9.8 LOS A 0.7 5.3 0.42 0.69 47.5

5 T 1158 4.9 0.323 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 1339 4.7 0.323 1.3 NA 0.7 5.3 0.06 0.09 57.9


11 T 695 0.0 0.376 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

12 R 568 3.0 1.373 363.8 LOS F 104.9 752.9 1.00 6.17 5.5

Approach 1263 1.3 1.373 163.7 NA 104.9 752.9 0.45 2.78 10.9

South West: Median (RT Stage 2)

32 R 162 5.2 0.264 13.1 LOS B 1.1 6.9 0.61 0.89 28.2

Approach 162 5.2 0.264 13.1 LOS B 1.1 6.9 0.61 0.89 28.2

All Vehicles 3364 2.9 2.987 388.6 NA 260.2 1843.6 0.40 2.57 5.0










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | v


Antill Street - Dickson Shops Access Road Do Nothing 2031 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate



South: Dickson Shop Access Road

1 L 177 0.0 0.540 23.7 LOS C 2.7 18.6 0.85 1.07 36.5

Approach 177 0.0 0.540 23.7 LOS C 2.7 18.6 0.85 1.07 36.5


4 L 1 0.0 0.324 8.2 LOS A 0.0 0.0 0.00 1.09 49.0

5 T 1158 5.5 0.324 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 1159 5.4 0.324 0.0 NA 0.0 0.0 0.00 0.00 60.0

All Vehicles 1336 4.7 0.540 3.1 NA 2.7 18.6 0.11 0.14 55.2










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | vi


Antill Street - Cowper Street Do Nothing 2031 AM Signals - Fixed Time Cycle Time = 65 seconds (Optimum Cycle Time - Minimum Delay)




Level of Service


Effective Stop Rate



South: Cowper Street (S)

1 L 375 0.0 0.415 18.4 LOS B 7.3 52.3 0.65 0.80 39.9

3 R 391 5.4 1.000 3 38.0 LOS D 13.4 97.9 1.00 0.88 29.5

Approach 766 4.1 1.000 28.4 LOS C 13.4 97.9 0.83 0.84 33.8

East: Antill Street (E)

4 L 389 0.0 0.958 60.8 LOS E 18.4 128.9 1.00 1.17 22.4

5 T 977 6.5 0.941 46.5 LOS D 22.2 163.8 1.00 1.25 25.3

Approach 1366 4.6 0.958 50.6 LOS D 22.2 163.8 1.00 1.23 24.4


11 T 623 1.4 0.581 21.7 LOS C 8.7 61.4 0.91 0.77 35.6

12 R 236 0.0 0.669 36.0 LOS D 7.4 51.9 0.98 0.86 30.2

Approach 859 1.0 0.669 25.6 LOS C 8.7 61.4 0.92 0.79 33.9

All Vehicles 2992 3.4 1.000 37.7 LOS D 22.2 163.8 0.93 1.00 28.8








Mov ID

Description Demand

Flow Average





P1 Across S approach 72 26.8 LOS C 0.1 0.1 0.91 0.91

P3 Across E approach 107 26.8 LOS C 0.2 0.2 0.91 0.91


All Pedestrians 212 26.4 LOS C 0.90 0.90







Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | vii


Antill Street - Rosevear Place Do Nothing 2031 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate



South: Rosevear Place (S)

1 L 95 0.0 0.514 35.2 LOS E 2.0 13.8 0.92 1.06 30.4

3 R 1 0.0 0.514 34.8 LOS D 2.0 13.8 0.92 1.06 30.5

Approach 96 0.0 0.514 35.2 LOS E 2.0 13.8 0.92 1.06 30.4


4 L 57 0.0 0.368 8.2 LOS A 0.0 0.0 0.00 1.03 49.0

5 T 1272 3.6 0.368 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 1328 3.5 0.368 0.4 NA 0.0 0.0 0.00 0.04 59.4

West: Antill Street

11 T 851 4.2 0.376 4.5 LOS A 3.4 24.7 0.20 0.00 52.1

12 R 72 0.0 0.376 30.1 LOS D 3.4 24.7 1.00 1.06 34.3

Approach 922 3.9 0.376 6.5 NA 3.4 24.7 0.27 0.08 50.1


32 R 1 0.0 0.004 20.3 LOS C 0.0 0.1 0.73 0.77 21.6

Approach 1 0.0 0.004 20.3 LOS C 0.0 0.1 0.73 0.77 21.6

All Vehicles 2347 3.5 0.514 4.2 NA 3.4 24.7 0.14 0.10 53.4










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | viii


Badham Street - Dickson Shop Access Road Do Nothing 2031 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 331 0.0 0.392 8.6 LOS A 4.8 33.4 0.95 0.00 43.9

3 R 124 0.0 0.392 17.0 LOS C 4.8 33.4 0.95 1.10 43.3

Approach 455 0.0 0.392 10.9 NA 4.8 33.4 0.95 0.30 43.7

East: Dickson Shop Access Road (E)

4 L 185 0.0 2.454 1356.6 LOS F 158.6 1110.1 1.00 6.94 1.6

6 R 217 0.0 2.454 1356.9 LOS F 158.6 1110.1 1.00 5.79 1.6

Approach 402 0.0 2.454 1356.8 LOS F 158.6 1110.1 1.00 6.32 1.6

North: Badham Street (N)

7 L 131 0.0 0.400 8.2 LOS A 0.0 0.0 0.00 0.97 49.0

8 T 589 3.6 0.400 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 720 2.9 0.400 1.5 NA 0.0 0.0 0.00 0.18 57.6

All Vehicles 1577 1.3 2.454 349.8 NA 158.6 1110.1 0.53 1.78 5.6










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | ix


Cowper Street - Dickson Shop Access Road Do Nothing 2031 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 114 0.0 0.343 8.2 LOS A 0.0 0.0 0.00 0.97 49.0

2 T 497 5.9 0.343 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 611 4.8 0.343 1.5 NA 0.0 0.0 0.00 0.18 57.6

North: Cowper Street (N)

8 T 493 0.0 0.441 6.8 LOS A 6.0 41.7 0.85 0.00 45.9

9 R 133 0.0 0.441 15.3 LOS C 6.0 41.7 0.85 1.09 44.9

Approach 625 0.0 0.441 8.6 NA 6.0 41.7 0.85 0.23 45.6

West: Dickson Shop Access Road (W)

10 L 263 0.0 0.413 13.7 LOS B 2.4 16.5 0.64 0.94 43.6

12 R 1 0.0 0.413 14.3 LOS B 2.4 16.5 0.64 0.97 43.5

Approach 264 0.0 0.413 13.7 LOS B 2.4 16.5 0.64 0.94 43.6

All Vehicles 1500 2.0 0.441 6.6 NA 6.0 41.7 0.46 0.34 49.4










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | x


Badham Street - Woolley Street Do Nothing 2031 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 21 0.0 0.187 8.2 LOS A 0.0 0.0 0.00 1.05 49.0

2 T 324 0.0 0.187 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 345 0.0 0.187 0.5 NA 0.0 0.0 0.00 0.06 59.2


8 T 718 2.9 0.467 3.6 LOS A 6.6 47.1 0.71 0.00 48.1

9 R 72 0.0 0.467 12.1 LOS B 6.6 47.1 0.71 1.02 48.0

Approach 789 2.7 0.467 4.4 NA 6.6 47.1 0.71 0.09 48.1

West: Woolley Street

10 L 149 0.0 0.371 16.5 LOS C 1.7 12.0 0.60 0.87 41.2

12 R 19 0.0 0.371 16.8 LOS C 1.7 12.0 0.60 0.93 41.1

Approach 168 0.0 0.371 16.5 LOS C 1.7 12.0 0.60 0.88 41.2

All Vehicles 1303 1.6 0.467 4.9 NA 6.6 47.1 0.51 0.19 49.5










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xi


Badham Street - Dickson Place Do Nothing 2031 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 122 0.0 0.693 25.0 LOS C 5.5 43.1 1.00 0.00 32.1

3 R 179 23.5 0.693 34.4 LOS D 5.5 43.1 1.00 1.22 32.0

Approach 301 14.0 0.693 30.6 NA 5.5 43.1 1.00 0.73 32.0

East: Dickson Place

4 L 124 30.5 1.326 350.1 LOS F 44.4 353.2 1.00 3.75 5.6

6 R 116 0.0 1.326 349.2 LOS F 44.4 353.2 1.00 3.52 5.6

Approach 240 15.8 1.326 349.6 LOS F 44.4 353.2 1.00 3.64 5.6


7 L 328 5.1 0.488 8.4 LOS A 0.0 0.0 0.00 0.88 49.0

8 T 543 0.8 0.488 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 872 2.4 0.488 3.2 NA 0.0 0.0 0.00 0.33 55.3

All Vehicles 1413 7.2 1.326 67.9 NA 44.4 353.2 0.38 0.98 20.9










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xii


Cowper Street - Dickson Place Do Nothing 2031 AM Signals - Fixed Time Cycle Time = 130 seconds (Optimum Cycle Time - Minimum Delay)




Level of Service


Effective Stop Rate




1 L 223 0.0 0.885 53.6 LOS D 45.5 335.6 0.99 0.99 25.0

2 T 467 9.5 0.885 45.4 LOS D 45.5 335.6 0.99 0.98 25.1

Approach 691 6.4 0.885 48.0 LOS D 45.5 335.6 0.99 0.98 25.1


8 T 507 1.7 0.515 20.3 LOS C 20.2 143.5 0.69 0.62 36.9

9 R 84 45.0 0.687 44.6 LOS D 3.1 30.0 1.00 0.84 27.4

Approach 592 7.8 0.687 23.8 LOS C 20.2 143.5 0.73 0.65 35.2

West: Dickson Place (W)

10 L 208 20.2 0.905 72.9 LOS E 31.8 241.2 1.00 0.98 20.0

12 R 227 0.0 0.905 72.3 LOS E 31.8 241.2 1.00 0.98 20.0

Approach 436 9.7 0.905 72.6 LOS E 31.8 241.2 1.00 0.98 20.0








Mov ID

Description Demand

Flow Average







P7 Across W approach 16 8.9 LOS A 0.0 0.0 0.37 0.37


All Pedestrians 198 40.8 LOS E 0.76 0.76




Processed: Thursday, 7 June 2012 10:30:33 AM SIDRA INTERSECTION 5.1.10.2069



Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xiii


Challis Street - Cape Street Do Nothing 2031 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 789 2.1 0.808 31.6 LOS D 17.4 123.9 1.00 0.00 30.0

3 R 200 0.0 0.808 40.1 LOS E 17.4 123.9 1.00 1.55 29.9

Approach 989 1.7 0.808 33.3 NA 17.4 123.9 1.00 0.31 30.0

East: Cape Street

4 L 560 0.0 2.362 1255.3 LOS F 235.7 1730.5 1.00 10.17 1.7

6 R 69 51.5 2.362 1257.7 LOS F 235.7 1730.5 1.00 7.32 1.7

Approach 629 5.7 2.362 1255.6 LOS F 235.7 1730.5 1.00 9.86 1.7

North: Challis Street

7 L 112 37.7 0.427 9.6 LOS A 0.0 0.0 0.00 1.05 49.0

8 T 619 5.4 0.427 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 731 10.4 0.427 1.5 NA 0.0 0.0 0.00 0.16 58.0

All Vehicles 2349 5.5 2.362 350.9 NA 235.7 1730.5 0.69 2.82 5.6










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xiv


Cape Street - Woolley Street Do Nothing 2031 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate



East: Cape Street (E)

5 T 566 6.7 0.320 2.3 LOS A 2.9 21.2 0.59 0.00 50.2

6 R 1 0.0 0.320 10.7 LOS B 2.9 21.2 0.59 0.99 49.2

Approach 567 6.7 0.320 2.3 NA 2.9 21.2 0.59 0.00 50.2

North: Woolley Street

7 L 1 0.0 0.324 30.1 LOS D 1.2 8.6 0.84 0.86 32.6

9 R 61 0.0 0.324 30.4 LOS D 1.2 8.6 0.84 1.00 32.6

Approach 62 0.0 0.324 30.4 LOS D 1.2 8.6 0.84 1.00 32.6

West: Cape Street (W)

10 L 109 0.0 0.187 8.2 LOS A 0.0 0.0 0.00 0.89 49.0

11 T 204 20.6 0.187 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 314 13.4 0.187 2.9 NA 0.0 0.0 0.00 0.31 55.6

All Vehicles 943 8.5 0.324 4.3 NA 2.9 21.2 0.41 0.17 50.1










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xv


Cowper Street - Davenport Street Do Nothing 2031 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate



South: Cowper Street

2 T 619 7.1 0.523 11.5 LOS B 10.5 77.7 1.00 0.00 41.8

3 R 112 5.7 0.523 20.2 LOS C 10.5 77.7 1.00 1.21 41.6

Approach 731 6.9 0.523 12.8 NA 10.5 77.7 1.00 0.18 41.7

East: Davenport Street (E)

4 L 13 0.0 1.199 324.0 LOS F 14.9 104.0 1.00 2.28 6.0

6 R 76 0.0 1.199 324.3 LOS F 14.9 104.0 1.00 1.90 6.0

Approach 88 0.0 1.199 324.2 LOS F 14.9 104.0 1.00 1.96 6.0

North: Cowper Street

7 L 122 0.0 0.402 8.2 LOS A 0.0 0.0 0.00 0.98 49.0

8 T 611 1.4 0.402 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 733 1.1 0.402 1.4 NA 0.0 0.0 0.00 0.16 57.8

All Vehicles 1552 3.8 1.199 25.2 NA 14.9 104.0 0.53 0.28 34.6










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xvi

MOVEMENT SUMMARY Site: 16 AM (Left-out)

Northbourne Avenue - Morphett Street 2012 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate



East: Morphett Street (E)

4 L 579 5.8 1.346 340.2 LOS F 104.5 767.8 1.00 5.92 5.9

Approach 579 5.8 1.346 340.2 LOS F 104.5 767.8 1.00 5.92 5.9


7 L 118 5.4 0.493 8.4 LOS A 0.0 0.0 0.00 1.01 49.0

8 T 742 8.5 0.493 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 860 8.1 0.493 1.1 NA 0.0 0.0 0.00 0.14 58.2

All Vehicles 1439 7.2 1.346 137.6 NA 104.5 767.8 0.40 2.46 12.6










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xvii

MOVEMENT SUMMARY Site: 16 AM (Right-in)





Level of Service


Effective Stop Rate




2 T 1015 13.4 0.198 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

3 R 392 3.0 1.096 134.4 LOS F 31.1 223.4 1.00 3.20 13.0

Approach 1407 9.3 1.096 37.5 NA 31.1 223.4 0.28 0.89 29.7


7 L 118 5.4 0.469 8.4 LOS A 0.0 0.0 0.00 1.00 49.0

8 T 2389 5.4 0.469 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 2507 5.4 0.469 0.4 NA 0.0 0.0 0.00 0.05 59.4

All Vehicles 3915 6.8 1.096 13.7 NA 31.1 223.4 0.10 0.35 43.6







Processed: Thursday, 7 June 2012 1:54:39 PM SIDRA INTERSECTION 5.1.10.2069



Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xviii


Morphett Street - Challis Street Do Nothing 2031 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




5 T 76 0.0 0.776 12.4 LOS B 8.3 58.0 0.99 0.00 38.8

6 R 459 0.0 0.776 20.7 LOS C 8.3 58.0 0.99 1.38 38.5

Approach 535 0.0 0.776 19.6 NA 8.3 58.0 0.99 1.18 38.6


7 L 1175 0.0 1.624 579.4 LOS F 297.8 2120.2 1.00 10.05 3.5

9 R 153 6.7 1.074 166.2 LOS F 15.1 111.8 1.00 2.04 10.7

Approach 1328 2.5 1.624 531.7 LOS F 297.8 2120.2 1.00 9.12 3.8

West: Morphett Street (W)

10 L 503 3.3 0.390 8.3 LOS A 0.0 0.0 0.00 0.74 49.0

11 T 177 3.6 0.390 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 680 3.4 0.390 6.1 NA 0.0 0.0 0.00 0.55 51.4

All Vehicles 2543 2.2 1.624 283.5 NA 297.8 2120.2 0.73 5.16 6.8










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xix


Cowper Street - Morphett Street Do Nothing 2031 AM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 301 0.0 0.495 8.2 LOS A 0.0 0.0 0.00 0.89 49.0

2 T 566 8.9 0.495 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 867 5.8 0.495 2.8 NA 0.0 0.0 0.00 0.31 55.7


8 T 467 1.8 0.511 14.8 LOS B 7.0 49.5 1.00 0.00 39.1

9 R 124 0.0 0.511 23.2 LOS C 7.0 49.5 1.00 1.15 38.9

Approach 592 1.4 0.511 16.6 NA 7.0 49.5 1.00 0.24 39.0

West: Morphett Street

10 L 179 0.0 3.655 2444.6 LOS F 227.0 1619.5 1.00 7.05 0.9

12 R 293 3.6 3.655 2445.0 LOS F 227.0 1619.5 1.00 5.79 0.9

Approach 472 2.2 3.655 2444.8 LOS F 227.0 1619.5 1.00 6.27 0.9

All Vehicles 1931 3.6 3.655 603.6 NA 227.0 1619.5 0.55 1.74 3.4










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xx

MOVEMENT SUMMARY Site: 1 PM

1- Northbourne Avenue - Antill Street - Mouat Street Do Nothing 2031 PM Signals - Fixed Time Cycle Time = 130 seconds (Optimum Cycle Time - Minimum Delay)




Level of Service


Effective Stop Rate




1 L 474 2.2 0.606 16.8 LOS B 12.7 90.9 0.53 0.75 41.2

2 T 1862 4.8 1.349 329.1 LOS F 141.6 1031.9 0.98 2.18 5.9

3 R 132 1.1 1.223 289.5 LOS F 19.4 137.1 1.00 1.48 6.9

Approach 2467 4.0 1.349 267.0 LOS F 141.6 1031.9 0.89 1.87 7.2

East: Antill Street

4 L 371 1.1 0.631 17.6 LOS B 10.4 73.2 0.54 0.75 40.6

5 T 836 4.3 1.316 213.0 LOS F 105.4 766.7 1.00 1.64 8.6

6 R 518 5.3 1.316 161.7 LOS F 105.4 766.7 0.99 1.33 11.3

Approach 1724 3.9 1.316 155.6 LOS F 105.4 766.7 0.90 1.36 11.4


7 L 246 6.8 0.247 12.2 LOS B 4.4 32.4 0.34 0.68 45.2

8 T 855 7.0 0.499 38.1 LOS D 14.5 107.9 0.86 0.74 28.1

9 R 120 0.0 1.107 190.2 LOS F 13.8 96.8 1.00 1.29 9.8

Approach 1221 5.9 1.107 47.8 LOS D 14.5 107.9 0.77 0.78 25.3


10 L 259 0.0 1.323 335.0 LOS F 70.0 501.4 1.00 1.61 5.9

11 T 476 6.6 1.323 353.2 LOS F 70.0 501.4 1.00 1.85 5.5

12 R 276 3.1 1.323 163.9 LOS F 55.9 412.5 1.00 1.39 11.2

Approach 1011 4.0 1.323 296.9 LOS F 70.0 501.4 1.00 1.66 6.6

All Vehicles 6423 4.3 1.349 200.1 LOS F 141.6 1031.9 0.89 1.49 9.2







Mov ID

Description Demand

Flow Average







P3 Across E approach 107 40.0 LOS E 0.3 0.3 0.78 0.78

P5 Across N approach 47 24.6 LOS C 0.1 0.1 0.62 0.62

P6 Across N approach 47 54.5 LOS E 0.2 0.2 0.92 0.92








Project: X:\PROJECT\3002303 Dickson Precinct Traffic and Parking Study\015 Traffic - Intersection Flow Modelling\Dickson Intersections_WD_PM_DoNothing2031.sip 8000072, SMEC AUSTRALIA PTY. LTD., FLOATING

Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxi


Northbourne Avenue Service Road - Antill Street Do Nothing 2031 PM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




27 L 27 0.0 0.055 13.4 LOS B 0.2 1.4 0.60 0.83 43.7

Approach 27 0.0 0.055 13.4 LOS B 0.2 1.4 0.60 0.83 43.7


10 L 40 10.5 0.256 9.5 LOS A 0.0 0.0 0.00 1.13 48.1

11 T 874 5.3 0.256 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 914 5.5 0.256 0.4 NA 0.0 0.0 0.00 0.05 59.3

All Vehicles 941 5.4 0.256 0.8 NA 0.2 1.4 0.02 0.07 58.7










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxii


Antill Street - Challis Street Do Nothing 2031 PM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 272 23.3 2.117 1059.5 LOS F 97.3 816.6 1.00 4.98 2.0

Approach 272 23.3 2.117 1059.5 LOS F 97.3 816.6 1.00 4.98 2.0


4 L 32 53.3 0.070 10.9 LOS B 0.2 1.7 0.31 0.61 47.8

5 T 1472 0.4 0.399 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 1503 1.5 0.399 0.2 NA 0.2 1.7 0.01 0.01 59.7

West: Antill Street

11 T 752 0.6 0.206 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

12 R 149 22.7 1.057 151.6 LOS F 11.9 99.2 1.00 1.92 11.7

Approach 901 5.1 1.057 25.1 NA 11.9 99.2 0.17 0.32 35.6

All Vehicles 2676 5.0 2.117 116.1 NA 97.3 816.6 0.16 0.62 14.3










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxiii


Antill Street - Badham Street Do Nothing 2031 PM Stop (Two-Way)




Level of Service


Effective Stop Rate




1 L 568 0.0 1.728 684.2 LOS F 182.4 1291.2 1.00 8.37 3.0

3 R 86 9.8 1.728 684.4 LOS F 182.4 1291.2 1.00 7.20 3.0

Approach 655 1.3 1.728 684.2 LOS F 182.4 1291.2 1.00 8.22 3.0


4 L 67 0.0 0.070 9.5 LOS A 0.3 1.8 0.38 0.65 47.7

5 T 931 2.3 0.255 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 998 2.1 0.255 0.6 NA 0.3 1.8 0.03 0.04 59.0


11 T 434 0.5 0.235 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

12 R 408 0.0 0.725 20.6 LOS C 5.3 37.3 0.85 1.22 38.3

Approach 842 0.3 0.725 10.0 NA 5.3 37.3 0.41 0.59 47.1


32 R 86 9.8 0.106 10.5 LOS B 0.4 2.7 0.46 0.73 31.8

Approach 86 9.8 0.106 10.5 LOS B 0.4 2.7 0.46 0.73 31.8

All Vehicles 2581 1.5 1.728 177.4 NA 182.4 1291.2 0.41 2.32 10.0










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxiv


Antill Street - Dickson Shops Access Road Do Nothing 2031 PM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 229 0.0 0.415 14.8 LOS B 2.2 15.3 0.67 0.95 42.9

Approach 229 0.0 0.415 14.8 LOS B 2.2 15.3 0.67 0.95 42.9


4 L 1 0.0 0.213 8.2 LOS A 0.0 0.0 0.00 1.09 49.0

5 T 773 2.7 0.213 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 774 2.7 0.213 0.0 NA 0.0 0.0 0.00 0.00 60.0

All Vehicles 1003 2.1 0.415 3.4 NA 2.2 15.3 0.15 0.22 54.9










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxv


Antill Street - Cowper Street Do Nothing 2031 PM Signals - Fixed Time Cycle Time = 70 seconds (Optimum Cycle Time - Minimum Delay)




Level of Service


Effective Stop Rate




1 L 323 0.9 0.461 25.1 LOS C 8.2 58.0 0.78 0.82 35.5

3 R 481 1.1 1.000 3 28.9 LOS C 13.9 97.9 0.98 0.87 33.5

Approach 804 1.0 1.000 27.4 LOS C 13.9 97.9 0.90 0.85 34.3


4 L 232 0.9 0.395 24.0 LOS C 5.5 39.0 0.73 0.79 36.1

5 T 526 3.6 0.926 47.9 LOS D 11.7 84.8 1.00 1.15 24.8

Approach 758 2.8 0.926 40.6 LOS D 11.7 84.8 0.92 1.04 27.5


11 T 385 2.7 0.674 32.5 LOS C 6.7 48.0 0.99 0.85 30.2

12 R 139 0.0 0.425 36.3 LOS D 4.4 30.6 0.93 0.79 30.0

Approach 524 2.0 0.674 33.5 LOS C 6.7 48.0 0.98 0.84 30.1

All Vehicles 2086 1.9 1.000 33.7 LOS C 13.9 97.9 0.93 0.91 30.5








Mov ID

Description Demand

Flow Average















Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxvi


Antill Street - Rosevear Place Do Nothing 2031 PM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 84 0.0 0.256 14.4 LOS B 1.0 7.3 0.61 0.89 42.9

3 R 42 0.0 0.256 14.0 LOS B 1.0 7.3 0.61 0.88 43.2

Approach 126 0.0 0.256 14.3 LOS B 1.0 7.3 0.61 0.89 43.0


4 L 17 0.0 0.154 8.2 LOS A 0.0 0.0 0.00 1.05 49.0

5 T 539 3.5 0.154 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 556 3.4 0.154 0.2 NA 0.0 0.0 0.00 0.03 59.6

West: Antill Street

11 T 589 2.1 0.216 1.2 LOS A 1.4 9.8 0.18 0.00 56.2

12 R 88 0.0 0.216 11.6 LOS B 1.4 9.8 0.56 0.91 47.0

Approach 678 1.9 0.216 2.5 NA 1.4 9.8 0.23 0.12 54.8


32 R 42 0.0 0.109 15.1 LOS C 0.4 2.4 0.60 0.85 25.8

Approach 42 0.0 0.109 15.1 LOS C 0.4 2.4 0.60 0.85 25.8

All Vehicles 1402 2.3 0.256 3.1 NA 1.4 9.8 0.19 0.18 54.6










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxvii


Badham Street - Dickson Shop Access Road Do Nothing 2031 PM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 318 0.0 0.445 5.0 LOS A 4.8 33.4 0.73 0.00 46.6

3 R 232 0.0 0.445 13.4 LOS B 4.8 33.4 0.73 1.06 45.5

Approach 549 0.0 0.445 8.5 NA 4.8 33.4 0.73 0.45 46.1


4 L 76 0.0 0.739 42.8 LOS E 4.8 33.5 0.86 1.34 27.4

6 R 95 0.0 0.739 43.1 LOS E 4.8 33.5 0.86 1.23 27.4

Approach 171 0.0 0.739 43.0 LOS E 4.8 33.5 0.86 1.28 27.4


7 L 120 0.0 0.262 8.2 LOS A 0.0 0.0 0.00 0.93 49.0

8 T 358 0.0 0.262 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 478 0.0 0.262 2.1 NA 0.0 0.0 0.00 0.23 56.8

All Vehicles 1198 0.0 0.739 10.8 NA 4.8 33.5 0.46 0.48 45.1










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxviii


Cowper Street - Dickson Shop Access Road Do Nothing 2031 PM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 95 0.0 0.384 8.2 LOS A 0.0 0.0 0.00 1.00 49.0

2 T 606 1.0 0.384 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 701 0.9 0.384 1.1 NA 0.0 0.0 0.00 0.14 58.2


8 T 322 0.7 0.250 5.8 LOS A 2.5 17.3 0.72 0.00 47.9

9 R 51 0.0 0.250 14.2 LOS B 2.5 17.3 0.72 1.04 45.7

Approach 373 0.6 0.250 6.9 NA 2.5 17.3 0.72 0.14 47.6


10 L 200 1.1 0.594 22.0 LOS C 3.8 27.1 0.78 1.12 37.4

12 R 46 0.0 0.594 22.6 LOS C 3.8 27.1 0.78 1.11 37.3

Approach 246 0.9 0.594 22.1 LOS C 3.8 27.1 0.78 1.12 37.4

All Vehicles 1320 0.8 0.594 6.7 NA 3.8 27.1 0.35 0.32 49.9










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxix


Badham Street - Woolley Street Do Nothing 2031 PM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 147 0.0 0.171 8.2 LOS A 0.0 0.0 0.00 0.83 49.0

2 T 162 0.0 0.171 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 309 0.0 0.171 3.9 NA 0.0 0.0 0.00 0.40 54.2


8 T 272 0.0 0.366 2.3 LOS A 2.9 20.3 0.54 0.00 49.4

9 R 229 0.0 0.366 10.8 LOS B 2.9 20.3 0.54 0.87 47.6

Approach 501 0.0 0.366 6.2 NA 2.9 20.3 0.54 0.40 48.5


10 L 389 0.0 0.678 17.6 LOS C 7.4 51.8 0.61 1.00 40.4

12 R 65 0.0 0.678 17.8 LOS C 7.4 51.8 0.61 1.06 40.3

Approach 455 0.0 0.678 17.6 LOS C 7.4 51.8 0.61 1.01 40.4

All Vehicles 1265 0.0 0.678 9.7 NA 7.4 51.8 0.43 0.62 46.4










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxx


Badham Street - Dickson Place Do Nothing 2031 PM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 8 0.0 0.209 3.7 LOS A 0.9 7.9 0.54 0.00 48.1

3 R 135 31.3 0.209 13.4 LOS B 0.9 7.9 0.54 0.83 45.0

Approach 143 29.4 0.209 12.8 NA 0.9 7.9 0.54 0.78 45.2

East: Dickson Place

4 L 53 68.0 0.752 28.1 LOS D 7.5 57.6 0.81 1.31 35.0

6 R 267 0.0 0.752 25.9 LOS D 7.5 57.6 0.81 1.30 35.0

Approach 320 11.2 0.752 26.2 LOS D 7.5 57.6 0.81 1.30 35.0


7 L 196 0.0 0.223 8.2 LOS A 0.0 0.0 0.00 0.83 49.0

8 T 206 0.0 0.223 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 402 0.0 0.223 4.0 NA 0.0 0.0 0.00 0.40 54.1

All Vehicles 865 9.0 0.752 13.7 NA 7.5 57.6 0.39 0.80 43.8










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxxi


Cowper Street - Dickson Place Do Nothing 2031 PM Signals - Fixed Time Cycle Time = 130 seconds (Optimum Cycle Time - Minimum Delay)




Level of Service


Effective Stop Rate




1 L 299 0.0 0.870 41.5 LOS D 49.9 354.4 0.94 0.96 28.9

2 T 543 2.7 0.870 33.3 LOS C 49.9 354.4 0.94 0.91 29.2

Approach 842 1.8 0.870 36.2 LOS D 49.9 354.4 0.94 0.93 29.1


8 T 324 3.2 0.284 11.4 LOS B 9.0 65.1 0.48 0.42 44.1

9 R 84 42.5 0.655 42.3 LOS D 3.4 32.6 0.98 0.84 28.2

Approach 408 11.3 0.655 17.7 LOS B 9.0 65.1 0.59 0.51 39.6


10 L 126 33.3 0.886 77.6 LOS E 20.3 160.1 1.00 0.96 19.3

12 R 156 0.0 0.886 76.4 LOS E 20.3 160.1 1.00 0.96 19.3

Approach 282 14.9 0.886 76.9 LOS E 20.3 160.1 1.00 0.96 19.3








Mov ID

Description Demand

Flow Average
















Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxxii


Challis Street - Cape Street Do Nothing 2031 PM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 299 11.3 0.762 8.3 LOS A 14.4 104.5 1.00 0.00 42.1

3 R 562 0.0 0.762 16.8 LOS C 14.4 104.5 1.00 1.29 42.2

Approach 861 3.9 0.762 13.9 NA 14.4 104.5 1.00 0.84 42.1

East: Cape Street

4 L 375 0.0 1.718 694.1 LOS F 129.1 969.0 1.00 8.06 3.0

6 R 76 50.0 1.718 696.4 LOS F 129.1 969.0 1.00 4.95 3.0

Approach 451 8.4 1.718 694.4 LOS F 129.1 969.0 1.00 7.54 3.0


7 L 69 60.6 0.211 10.4 LOS B 0.0 0.0 0.00 1.04 49.0

8 T 276 6.1 0.211 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 345 17.1 0.211 2.1 NA 0.0 0.0 0.00 0.21 57.4

All Vehicles 1657 7.9 1.718 196.5 NA 129.1 969.0 0.79 2.53 9.3










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxxiii


Cape Street - Woolley Street Do Nothing 2031 PM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




5 T 265 13.5 0.158 4.6 LOS A 1.6 12.6 0.68 0.00 49.0

6 R 1 0.0 0.158 13.1 LOS B 1.6 12.6 0.68 1.07 47.1

Approach 266 13.4 0.158 4.7 NA 1.6 12.6 0.68 0.00 49.0


7 L 1 0.0 0.581 28.6 LOS D 3.2 22.4 0.84 1.15 33.3

9 R 158 0.0 0.581 28.9 LOS D 3.2 22.4 0.84 1.11 33.3

Approach 159 0.0 0.581 28.9 LOS D 3.2 22.4 0.84 1.11 33.3


10 L 491 0.0 0.369 8.2 LOS A 0.0 0.0 0.00 0.73 49.0

11 T 141 29.9 0.369 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 632 6.7 0.369 6.4 NA 0.0 0.0 0.00 0.57 51.1

All Vehicles 1057 7.4 0.581 9.3 NA 3.2 22.4 0.30 0.51 46.8










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxxiv


Cowper Street - Davenport Street Do Nothing 2031 PM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 726 1.4 0.415 4.6 LOS A 6.7 47.7 0.79 0.00 47.4

3 R 17 0.0 0.415 13.1 LOS B 6.7 47.7 0.79 1.01 47.7

Approach 743 1.4 0.415 4.8 NA 6.7 47.7 0.79 0.02 47.4


4 L 11 0.0 1.096 203.8 LOS F 14.5 104.3 1.00 2.41 9.0

6 R 116 3.6 1.096 204.2 LOS F 14.5 104.3 1.00 1.96 9.0

Approach 126 3.3 1.096 204.2 LOS F 14.5 104.3 1.00 2.00 9.0


7 L 86 0.0 0.264 8.2 LOS A 0.0 0.0 0.00 0.97 49.0

8 T 392 2.7 0.264 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 478 2.2 0.264 1.5 NA 0.0 0.0 0.00 0.18 57.7

All Vehicles 1347 1.9 1.096 22.3 NA 14.5 104.3 0.53 0.26 35.6










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxxv






Level of Service


Effective Stop Rate




4 L 262 2.0 0.625 22.4 LOS C 4.1 29.0 0.83 1.14 37.4

Approach 262 2.0 0.625 22.4 LOS C 4.1 29.0 0.83 1.14 37.4


7 L 115 9.2 0.509 8.5 LOS A 0.0 0.0 0.00 1.02 49.0

8 T 779 6.8 0.509 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 894 7.1 0.509 1.1 NA 0.0 0.0 0.00 0.13 58.3

All Vehicles 1156 5.9 0.625 5.9 NA 4.1 29.0 0.19 0.36 51.7










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxxvi






Level of Service


Effective Stop Rate




2 T 767 9.3 0.147 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

3 R 366 1.7 1.110 147.8 LOS F 31.5 223.5 1.00 3.20 12.1

Approach 1133 6.8 1.110 47.7 NA 31.5 223.5 0.32 1.03 26.1


7 L 115 9.2 0.484 8.5 LOS A 0.0 0.0 0.00 1.02 49.0

8 T 2492 4.2 0.484 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 2606 4.4 0.484 0.4 NA 0.0 0.0 0.00 0.04 59.4

All Vehicles 3739 5.2 1.110 14.7 NA 31.5 223.5 0.10 0.34 42.8










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxxvii


Morphett Street - Challis Street Do Nothing 2031 PM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




5 T 55 3.8 0.378 5.4 LOS A 2.3 15.9 0.68 0.00 46.3

6 R 242 0.0 0.378 13.7 LOS B 2.3 15.9 0.68 0.98 43.9

Approach 297 0.7 0.378 12.2 NA 2.3 15.9 0.68 0.80 44.4


7 L 295 0.0 0.371 11.4 LOS B 1.9 13.5 0.53 0.83 45.6

9 R 296 4.1 1.000 3 70.5 LOS F 15.4 111.8 1.00 1.92 20.3

Approach 592 2.8 1.000 41.0 LOS E 15.4 111.8 0.76 1.38 28.1


10 L 499 6.8 0.356 8.4 LOS A 0.0 0.0 0.00 0.72 49.0

11 T 109 0.0 0.356 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 608 5.5 0.356 6.9 NA 0.0 0.0 0.00 0.59 50.6

All Vehicles 1497 3.5 1.000 21.4 NA 15.4 111.8 0.44 0.94 37.7











Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxxviii


Cowper Street - Morphett Street Do Nothing 2031 PM Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 84 0.0 0.355 8.2 LOS A 0.0 0.0 0.00 1.00 49.0

2 T 562 1.5 0.355 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 646 1.3 0.355 1.1 NA 0.0 0.0 0.00 0.13 58.3


8 T 299 3.5 0.296 5.6 LOS A 2.7 19.6 0.72 0.00 47.5

9 R 93 0.0 0.296 14.0 LOS B 2.7 19.6 0.72 1.04 45.5

Approach 392 2.7 0.296 7.6 NA 2.7 19.6 0.72 0.25 47.0


10 L 181 1.2 0.607 23.6 LOS C 3.9 27.2 0.78 1.14 36.3

12 R 55 0.0 0.607 23.8 LOS C 3.9 27.2 0.78 1.11 36.3

Approach 236 0.9 0.607 23.6 LOS C 3.9 27.2 0.78 1.14 36.3

All Vehicles 1274 1.7 0.607 7.2 NA 3.9 27.2 0.36 0.35 49.2










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xxxix

MOVEMENT SUMMARY Site: 1 MD

1- Northbourne Avenue - Antill Street - Mouat Street Do Nothing 2031 MD Signals - Fixed Time Cycle Time = 90 seconds (Optimum Cycle Time - Minimum Delay)




Level of Service


Effective Stop Rate




1 L 101 6.3 0.108 12.7 LOS B 1.4 10.4 0.42 0.69 44.7

2 T 663 3.8 0.693 35.6 LOS D 11.7 84.9 0.96 0.82 29.0

3 R 139 1.5 0.717 52.9 LOS D 6.4 45.6 1.00 0.87 24.9

Approach 903 3.7 0.717 35.7 LOS D 11.7 84.9 0.90 0.82 29.4

East: Antill Street

4 L 341 0.0 0.412 13.1 LOS B 5.5 38.5 0.49 0.73 44.2

5 T 474 5.8 0.898 45.8 LOS D 15.9 116.5 0.98 0.96 25.4

6 R 316 4.0 0.898 59.7 LOS E 15.9 116.5 1.00 1.08 23.1

Approach 1131 3.5 0.898 39.8 LOS D 15.9 116.5 0.84 0.92 28.3


7 L 389 3.2 0.373 13.8 LOS B 7.3 52.5 0.53 0.74 43.6

8 T 808 2.3 0.665 35.6 LOS D 11.2 79.8 0.97 0.83 28.9

9 R 175 0.0 0.893 62.2 LOS E 9.1 63.7 1.00 1.04 22.4

Approach 1373 2.3 0.893 32.8 LOS C 11.2 79.8 0.85 0.83 30.7


10 L 145 0.0 0.886 58.2 LOS E 15.2 109.4 1.00 1.14 23.7

11 T 444 5.7 0.886 50.9 LOS D 15.2 109.4 1.00 1.09 23.8

12 R 152 4.2 0.532 45.5 LOS D 6.3 45.8 0.96 0.80 27.2

Approach 741 4.3 0.886 51.2 LOS D 15.2 109.4 0.99 1.04 24.4


Level of Service (LOS) Method: Delay (HCM 2000).

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.



Mov ID

Description Demand

Flow Average






P2 Across S approach 72 35.6 LOS D 0.2 0.2 0.89 0.89

P3 Across E approach 107 39.2 LOS D 0.3 0.3 0.93 0.93



P7 Across W approach 16 39.2 LOS D 0.0 0.0 0.93 0.93







Project: X:\PROJECT\3002303 Dickson Precinct Traffic and Parking Study\015 Traffic - Intersection Flow Modelling\Dickson Intersections_WE_MD_DoNothing2031.sip 8000072, SMEC AUSTRALIA PTY. LTD., FLOATING

Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xl


Northbourne Avenue Service Road - Antill Street Do Nothing 2031 MD Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




27 L 38 11.1 0.094 15.8 LOS C 0.3 2.5 0.66 0.89 42.1

Approach 38 11.1 0.094 15.8 LOS C 0.3 2.5 0.66 0.89 42.1


10 L 8 25.0 0.270 9.9 LOS A 0.0 0.0 0.00 1.22 48.1

11 T 964 3.9 0.270 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 973 4.1 0.270 0.1 NA 0.0 0.0 0.00 0.01 59.9

All Vehicles 1011 4.4 0.270 0.7 NA 0.3 2.5 0.02 0.04 58.9



Minor Road Approach LOS values are based on average delay for all vehicle movements.






Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xli


Antill Street - Challis Street Do Nothing 2031 MD Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 206 17.3 0.611 24.9 LOS C 3.4 27.6 0.85 1.13 36.1

Approach 206 17.3 0.611 24.9 LOS C 3.4 27.6 0.85 1.13 36.1


4 L 42 40.0 0.088 11.2 LOS B 0.2 2.2 0.37 0.64 47.1

5 T 941 0.4 0.255 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 983 2.1 0.255 0.5 NA 0.2 2.2 0.02 0.03 59.3

West: Antill Street

11 T 760 0.3 0.206 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

12 R 244 16.4 0.576 21.4 LOS C 2.8 22.7 0.83 1.08 38.2

Approach 1004 4.2 0.576 5.2 NA 2.8 22.7 0.20 0.26 52.7

All Vehicles 2194 4.5 0.611 4.9 NA 3.4 27.6 0.18 0.24 53.0









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xlii


Antill Street - Badham Street Do Nothing 2031 MD Stop (Two-Way)




Level of Service


Effective Stop Rate




1 L 499 0.0 1.415 403.5 LOS F 132.8 939.5 1.00 7.21 5.0

3 R 158 5.3 1.415 403.4 LOS F 132.8 939.5 1.00 5.70 4.9

Approach 657 1.3 1.415 403.5 LOS F 132.8 939.5 1.00 6.85 5.0


4 L 154 0.0 0.204 11.2 LOS B 0.7 5.2 0.53 0.79 46.0

5 T 566 3.7 0.157 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 720 2.9 0.204 2.4 NA 0.7 5.2 0.11 0.17 56.3


11 T 267 0.8 0.145 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

12 R 600 0.0 0.702 15.2 LOS C 6.9 48.1 0.70 1.12 42.3

Approach 867 0.2 0.702 10.5 NA 6.9 48.1 0.48 0.78 46.5


32 R 158 5.3 0.152 9.2 LOS A 0.6 4.0 0.36 0.67 33.1

Approach 158 5.3 0.152 9.2 LOS A 0.6 4.0 0.36 0.67 33.1

All Vehicles 2402 1.7 1.415 115.5 NA 132.8 939.5 0.51 2.25 13.9









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xliii


Antill Street - Dickson Shops Access Road Do Nothing 2031 MD Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 211 0.0 0.283 10.8 LOS B 1.3 8.8 0.54 0.78 46.4

Approach 211 0.0 0.283 10.8 LOS B 1.3 8.8 0.54 0.78 46.4


4 L 1 0.0 0.142 8.2 LOS A 0.0 0.0 0.00 1.09 49.0

5 T 509 4.1 0.142 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 511 4.1 0.142 0.0 NA 0.0 0.0 0.00 0.00 60.0

All Vehicles 721 2.9 0.283 3.2 NA 1.3 8.8 0.16 0.23 55.2









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xliv


Antill Street - Cowper Street Do Nothing 2031 MD Signals - Fixed Time Cycle Time = 60 seconds (Optimum Cycle Time - Minimum Delay)




Level of Service


Effective Stop Rate




1 L 99 2.1 0.190 25.4 LOS C 2.2 15.7 0.78 0.76 35.3

3 R 326 0.6 0.684 29.0 LOS C 8.8 61.9 0.91 0.86 33.5

Approach 425 1.0 0.684 28.2 LOS C 8.8 61.9 0.88 0.84 33.9


4 L 185 2.3 0.356 26.5 LOS C 4.4 31.2 0.83 0.80 34.7

5 T 411 4.6 0.623 26.1 LOS C 5.9 43.2 0.97 0.82 33.1

Approach 596 3.9 0.623 26.2 LOS C 5.9 43.2 0.93 0.81 33.6


11 T 288 3.6 0.435 24.6 LOS C 3.9 28.5 0.93 0.75 33.9

12 R 139 0.0 0.364 30.5 LOS C 3.6 25.3 0.89 0.79 32.7

Approach 427 2.5 0.435 26.5 LOS C 3.9 28.5 0.92 0.76 33.5







Mov ID

Description Demand

Flow Average
















Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xlv


Antill Street - Rosevear Place Do Nothing 2031 MD Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 40 0.0 0.060 11.1 LOS B 0.2 1.5 0.49 0.75 45.9

3 R 1 0.0 0.060 10.7 LOS B 0.2 1.5 0.49 0.78 46.3

Approach 41 0.0 0.060 11.1 LOS B 0.2 1.5 0.49 0.75 45.9


4 L 1 0.0 0.134 8.2 LOS A 0.0 0.0 0.00 1.09 49.0

5 T 484 3.9 0.134 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 485 3.9 0.134 0.0 NA 0.0 0.0 0.00 0.00 60.0

West: Antill Street

11 T 499 2.1 0.137 1.3 LOS A 1.0 7.4 0.24 0.00 55.5

12 R 1 0.0 0.137 10.7 LOS B 1.0 7.4 0.49 0.95 48.5

Approach 500 2.1 0.137 1.3 NA 1.0 7.4 0.24 0.00 55.5


32 R 1 0.0 0.002 12.8 LOS B 0.0 0.1 0.54 0.64 28.3

Approach 1 0.0 0.002 12.8 LOS B 0.0 0.1 0.54 0.64 28.3

All Vehicles 1027 2.9 0.137 1.1 NA 1.0 7.4 0.14 0.03 57.0









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xlvi


Badham Street - Dickson Shop Access Road Do Nothing 2031 MD Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 352 0.0 0.658 14.4 LOS B 8.0 55.7 1.00 0.00 38.6

3 R 259 0.0 0.658 22.9 LOS C 8.0 55.7 1.00 1.25 38.4

Approach 611 0.0 0.658 18.0 NA 8.0 55.7 1.00 0.53 38.5


4 L 53 0.0 1.946 936.4 LOS F 59.4 416.1 1.00 4.10 2.2

6 R 120 0.0 1.946 936.6 LOS F 59.4 416.1 1.00 3.41 2.2

Approach 173 0.0 1.946 936.6 LOS F 59.4 416.1 1.00 3.62 2.2


7 L 164 0.0 0.410 8.2 LOS A 0.0 0.0 0.00 0.95 49.0

8 T 585 0.0 0.410 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 749 0.0 0.410 1.8 NA 0.0 0.0 0.00 0.21 57.2

All Vehicles 1533 0.0 1.946 113.5 NA 59.4 416.1 0.51 0.72 14.4









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xlvii


Cowper Street - Dickson Shop Access Road Do Nothing 2031 MD Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 225 0.0 0.258 8.2 LOS A 0.0 0.0 0.00 0.83 49.0

2 T 238 1.8 0.258 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 463 0.9 0.258 4.0 NA 0.0 0.0 0.00 0.40 54.1


8 T 189 2.2 0.249 2.9 LOS A 1.6 11.1 0.48 0.00 50.5

9 R 133 0.0 0.249 11.4 LOS B 1.6 11.1 0.48 0.89 46.9

Approach 322 1.3 0.249 6.4 NA 1.6 11.1 0.48 0.36 48.9


10 L 185 0.0 0.289 11.1 LOS B 1.3 9.0 0.51 0.72 46.0

12 R 25 0.0 0.289 11.7 LOS B 1.3 9.0 0.51 0.88 45.7

Approach 211 0.0 0.289 11.2 LOS B 1.3 9.0 0.51 0.74 46.0

All Vehicles 996 0.8 0.289 6.3 NA 1.6 11.1 0.26 0.46 50.5









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xlviii


Badham Street - Woolley Street Do Nothing 2031 MD Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 118 0.0 0.206 8.2 LOS A 0.0 0.0 0.00 0.90 49.0

2 T 257 0.0 0.206 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 375 0.0 0.206 2.6 NA 0.0 0.0 0.00 0.28 56.0


8 T 383 0.0 0.559 4.9 LOS A 7.5 52.8 0.78 0.00 45.7

9 R 341 0.0 0.559 13.3 LOS B 7.5 52.8 0.78 1.04 45.5

Approach 724 0.0 0.559 8.9 NA 7.5 52.8 0.78 0.49 45.6


10 L 366 0.0 1.009 89.5 LOS F 31.2 218.5 1.00 2.80 17.3

12 R 72 0.0 1.009 89.7 LOS F 31.2 218.5 1.00 2.12 17.2

Approach 438 0.0 1.009 89.5 LOS F 31.2 218.5 1.00 2.69 17.3

All Vehicles 1537 0.0 1.009 30.3 NA 31.2 218.5 0.65 1.07 32.1









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | xlix


Badham Street - Dickson Place Do Nothing 2031 MD Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 67 0.0 0.306 6.2 LOS A 1.9 15.6 0.67 0.00 46.1

3 R 154 26.0 0.306 15.7 LOS C 1.9 15.6 0.67 0.98 43.4

Approach 221 18.1 0.306 12.8 NA 1.9 15.6 0.67 0.68 44.2

East: Dickson Place

4 L 152 20.8 1.136 167.7 LOS F 44.3 331.1 1.00 3.74 10.7

6 R 253 0.0 1.136 167.2 LOS F 44.3 331.1 1.00 3.32 10.6

Approach 404 7.8 1.136 167.4 LOS F 44.3 331.1 1.00 3.48 10.7


7 L 179 0.0 0.289 8.2 LOS A 0.0 0.0 0.00 0.89 49.0

8 T 347 0.0 0.289 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 526 0.0 0.289 2.8 NA 0.0 0.0 0.00 0.30 55.7

All Vehicles 1152 6.2 1.136 62.5 NA 44.3 331.1 0.48 1.49 22.0









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | l


Cowper Street - Dickson Place Do Nothing 2031 MD Signals - Fixed Time Cycle Time = 130 seconds (Optimum Cycle Time - Minimum Delay)




Level of Service


Effective Stop Rate




1 L 389 0.0 0.856 46.2 LOS D 43.2 307.3 0.96 0.95 27.0

2 T 326 3.9 0.856 38.0 LOS D 43.2 307.3 0.96 0.91 27.2

Approach 716 1.8 0.856 42.5 LOS D 43.2 307.3 0.96 0.93 27.1


8 T 179 7.1 0.180 14.6 LOS B 5.4 40.2 0.52 0.44 41.3

9 R 63 50.0 0.508 40.3 LOS D 2.1 20.6 0.95 0.78 29.1

Approach 242 18.3 0.508 21.3 LOS C 5.4 40.2 0.63 0.53 37.3


10 L 143 27.9 0.865 70.8 LOS E 23.1 178.4 1.00 0.94 20.5

12 R 192 0.0 0.865 69.9 LOS E 23.1 178.4 1.00 0.94 20.5

Approach 335 11.9 0.865 70.3 LOS E 23.1 178.4 1.00 0.94 20.5







Mov ID

Description Demand

Flow Average
















Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | li


Challis Street - Cape Street Do Nothing 2031 MD Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 95 13.3 0.482 3.7 LOS A 3.9 27.9 0.61 0.00 47.1

3 R 411 0.0 0.482 12.1 LOS B 3.9 27.9 0.61 0.94 45.4

Approach 505 2.5 0.482 10.5 NA 3.9 27.9 0.61 0.76 45.7

East: Cape Street

4 L 459 0.0 1.366 369.5 LOS F 114.4 838.5 1.00 6.02 5.4

6 R 118 26.8 1.366 370.8 LOS F 114.4 838.5 1.00 4.33 5.3

Approach 577 5.5 1.366 369.8 LOS F 114.4 838.5 1.00 5.68 5.4


7 L 173 23.2 0.211 9.0 LOS A 0.0 0.0 0.00 0.83 49.0

8 T 168 10.0 0.211 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 341 16.7 0.211 4.6 NA 0.0 0.0 0.00 0.42 53.9

All Vehicles 1423 7.1 1.366 154.7 NA 114.4 838.5 0.62 2.67 11.4









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lii


Cape Street - Woolley Street Do Nothing 2031 MD Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




5 T 377 8.4 0.216 4.4 LOS A 2.3 17.1 0.70 0.00 48.7

6 R 1 0.0 0.216 12.8 LOS B 2.3 17.1 0.70 1.06 47.5

Approach 378 8.4 0.216 4.4 NA 2.3 17.1 0.70 0.00 48.7


7 L 1 0.0 0.756 44.5 LOS E 4.8 33.4 0.93 1.37 26.8

9 R 160 0.0 0.756 44.8 LOS E 4.8 33.4 0.93 1.27 26.8

Approach 161 0.0 0.756 44.8 LOS E 4.8 33.4 0.93 1.27 26.8


10 L 354 0.0 0.338 8.2 LOS A 0.0 0.0 0.00 0.78 49.0

11 T 227 17.6 0.338 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 581 6.9 0.338 5.0 NA 0.0 0.0 0.00 0.48 52.8

All Vehicles 1120 6.4 0.756 10.5 NA 4.8 33.4 0.37 0.43 45.2









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | liii


Cowper Street - Davenport Street Do Nothing 2031 MD Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 634 2.0 0.367 2.6 LOS A 4.0 28.6 0.64 0.00 49.3

3 R 21 0.0 0.367 11.1 LOS B 4.0 28.6 0.64 0.92 49.0

Approach 655 1.9 0.367 2.9 NA 4.0 28.6 0.64 0.03 49.3


4 L 2 0.0 0.524 39.2 LOS E 2.3 16.1 0.89 0.95 28.7

6 R 88 0.0 0.524 39.5 LOS E 2.3 16.1 0.89 1.08 28.6

Approach 91 0.0 0.524 39.5 LOS E 2.3 16.1 0.89 1.07 28.6


7 L 97 2.2 0.205 8.3 LOS A 0.0 0.0 0.00 0.93 49.0

8 T 269 3.9 0.205 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 366 3.4 0.205 2.2 NA 0.0 0.0 0.00 0.25 56.6

All Vehicles 1112 2.3 0.524 5.6 NA 4.0 28.6 0.45 0.19 48.5









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | liv






Level of Service


Effective Stop Rate




4 L 387 3.3 0.487 12.3 LOS B 3.7 26.6 0.61 0.87 45.1

Approach 387 3.3 0.487 12.3 LOS B 3.7 26.6 0.61 0.87 45.1


7 L 29 14.3 0.234 8.7 LOS A 0.0 0.0 0.00 1.07 49.0

8 T 395 1.9 0.234 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 424 2.7 0.234 0.6 NA 0.0 0.0 0.00 0.07 59.1

All Vehicles 812 3.0 0.487 6.2 NA 3.7 26.6 0.29 0.46 51.4










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lv






Level of Service


Effective Stop Rate




2 T 1023 2.7 0.188 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

3 R 417 3.0 0.426 11.4 LOS B 2.4 16.9 0.65 0.93 46.0

Approach 1440 2.8 0.426 3.3 NA 2.4 16.9 0.19 0.27 55.1


7 L 29 14.3 0.229 8.7 LOS A 0.0 0.0 0.00 1.07 49.0

8 T 1227 1.2 0.229 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 1257 1.5 0.229 0.2 NA 0.0 0.0 0.00 0.03 59.7

All Vehicles 2697 2.2 0.426 1.9 NA 2.4 16.9 0.10 0.16 57.1










Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lvi


Morphett Street - Challis Street Do Nothing 2031 MD Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




5 T 11 0.0 0.125 2.3 LOS A 0.5 3.6 0.48 0.00 49.3

6 R 105 0.0 0.125 10.6 LOS B 0.5 3.6 0.48 0.77 46.5

Approach 116 0.0 0.125 9.9 NA 0.5 3.6 0.48 0.70 46.8


7 L 164 2.6 0.180 9.8 LOS A 0.7 5.0 0.38 0.70 47.3

9 R 377 3.4 0.742 22.5 LOS C 8.3 59.8 0.81 1.27 37.0

Approach 541 3.1 0.742 18.7 LOS C 8.3 59.8 0.68 1.10 39.6


10 L 387 3.3 0.258 8.3 LOS A 0.0 0.0 0.00 0.70 49.0

11 T 59 7.1 0.258 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 446 3.8 0.258 7.2 NA 0.0 0.0 0.00 0.61 50.2

All Vehicles 1103 3.1 0.742 13.1 NA 8.3 59.8 0.38 0.86 44.1









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lvii


Cowper Street - Morphett Street Do Nothing 2031 MD Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 38 0.0 0.335 8.2 LOS A 0.0 0.0 0.00 1.05 49.0

2 T 573 1.8 0.335 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 611 1.7 0.335 0.5 NA 0.0 0.0 0.00 0.06 59.2


8 T 240 4.4 0.170 4.1 LOS A 1.4 10.2 0.58 0.00 49.9

9 R 27 0.0 0.170 12.5 LOS B 1.4 10.2 0.58 1.01 46.9

Approach 267 3.9 0.170 5.0 NA 1.4 10.2 0.58 0.10 49.5


10 L 80 2.6 0.247 15.9 LOS C 1.0 7.0 0.65 0.90 41.7

12 R 27 0.0 0.247 16.1 LOS C 1.0 7.0 0.65 0.92 41.7

Approach 107 2.0 0.247 15.9 LOS C 1.0 7.0 0.65 0.90 41.7

All Vehicles 985 2.4 0.335 3.4 NA 1.4 10.2 0.23 0.17 53.9









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lviii

MOVEMENT SUMMARY Site: 1 EV

1- Northbourne Avenue - Antill Street - Mouat Street Do Nothing 2031 EV Signals - Fixed Time Cycle Time = 85 seconds (Optimum Cycle Time - Minimum Delay)




Level of Service


Effective Stop Rate




1 L 53 0.0 0.046 11.3 LOS B 0.6 4.2 0.38 0.67 45.8

2 T 408 4.6 0.405 29.9 LOS C 6.1 44.7 0.88 0.72 31.5

3 R 76 0.0 0.522 50.5 LOS D 3.2 22.7 1.00 0.77 25.5

Approach 537 3.5 0.522 31.0 LOS C 6.1 44.7 0.85 0.72 31.4

East: Antill Street

4 L 276 0.8 0.325 12.1 LOS B 3.8 26.7 0.45 0.72 45.1

5 T 461 3.2 0.818 39.0 LOS D 12.5 90.1 0.98 0.89 27.7

6 R 213 4.0 0.659 43.7 LOS D 8.6 62.3 0.98 0.85 27.6

Approach 949 2.7 0.818 32.2 LOS C 12.5 90.1 0.83 0.83 31.2


7 L 227 3.7 0.202 11.2 LOS B 2.8 20.1 0.40 0.70 46.0

8 T 718 2.1 0.557 31.5 LOS C 8.9 63.7 0.93 0.78 30.7

9 R 114 0.0 0.783 54.8 LOS D 5.2 36.5 1.00 0.90 24.2

Approach 1059 2.2 0.783 29.7 LOS C 8.9 63.7 0.82 0.77 32.0


10 L 51 0.0 0.809 52.8 LOS D 11.1 79.5 1.00 1.00 25.4

11 T 446 3.8 0.809 43.7 LOS D 11.1 79.5 1.00 0.98 26.0

12 R 166 1.3 0.578 43.8 LOS D 6.6 46.9 0.97 0.81 27.7

Approach 663 2.9 0.809 44.5 LOS D 11.1 79.5 0.99 0.93 26.3







Mov ID

Description Demand

Flow Average






P2 Across S approach 72 34.0 LOS D 0.2 0.2 0.89 0.89

P3 Across E approach 107 36.7 LOS D 0.2 0.2 0.93 0.93



P7 Across W approach 16 36.7 LOS D 0.0 0.0 0.93 0.93







Project: X:\PROJECT\3002303 Dickson Precinct Traffic and Parking Study\015 Traffic - Intersection Flow Modelling\Dickson Intersections_WE_EV_DoNothing2031.sip 8000072, SMEC AUSTRALIA PTY. LTD., FLOATING

Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lix


Northbourne Avenue Service Road - Antill Street Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




27 L 40 0.0 0.068 12.1 LOS B 0.2 1.7 0.55 0.79 44.9

Approach 40 0.0 0.068 12.1 LOS B 0.2 1.7 0.55 0.79 44.9


10 L 2 0.0 0.208 9.1 LOS A 0.0 0.0 0.00 1.19 48.1

11 T 749 3.4 0.208 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 752 3.4 0.208 0.0 NA 0.0 0.0 0.00 0.00 60.0

All Vehicles 792 3.2 0.208 0.6 NA 0.2 1.7 0.03 0.04 59.0









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lx


Antill Street - Challis Street Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 196 11.8 0.401 15.9 LOS C 2.0 15.2 0.68 0.95 42.2

Approach 196 11.8 0.401 15.9 LOS C 2.0 15.2 0.68 0.95 42.2

East: Antil Street (W)

4 L 21 40.0 0.045 11.6 LOS B 0.1 1.2 0.39 0.64 46.7

5 T 749 0.3 0.203 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 771 1.4 0.203 0.3 NA 0.1 1.2 0.01 0.02 59.5

West: Antill Street

11 T 482 0.4 0.131 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

12 R 309 7.5 0.478 15.1 LOS C 2.5 18.3 0.69 0.99 42.6

Approach 792 3.2 0.478 5.9 NA 2.5 18.3 0.27 0.39 51.8

All Vehicles 1758 3.4 0.478 4.6 NA 2.5 18.3 0.20 0.29 53.4









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxi


Antill Street - Badham Street Do Nothing 2031 EV Stop (Two-Way)




Level of Service


Effective Stop Rate




1 L 411 0.0 0.922 37.1 LOS E 17.1 120.4 0.87 1.96 30.4

3 R 114 3.7 0.922 36.9 LOS E 17.1 120.4 0.87 1.74 30.5

Approach 524 0.8 0.922 37.0 LOS E 17.1 120.4 0.87 1.91 30.4


4 L 232 0.0 0.258 10.2 LOS B 1.0 7.2 0.46 0.73 47.0

5 T 444 1.9 0.122 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 676 1.2 0.258 3.5 NA 1.0 7.2 0.16 0.25 54.7


11 T 211 1.0 0.115 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

12 R 465 0.0 0.480 11.5 LOS B 3.1 21.9 0.50 0.83 45.6

Approach 676 0.3 0.480 7.9 NA 3.1 21.9 0.34 0.57 49.3


32 R 114 3.7 0.103 8.8 LOS A 0.4 2.6 0.31 0.64 33.5

Approach 114 3.7 0.103 8.8 LOS A 0.4 2.6 0.31 0.64 33.5

All Vehicles 1989 1.0 0.922 14.2 NA 17.1 120.4 0.42 0.82 43.1









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxii


Antill Street - Dickson Shops Access Road Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 126 0.0 0.177 10.7 LOS B 0.7 4.9 0.52 0.76 46.5

Approach 126 0.0 0.177 10.7 LOS B 0.7 4.9 0.52 0.76 46.5


4 L 1 0.0 0.150 8.2 LOS A 0.0 0.0 0.00 1.09 49.0

5 T 547 1.5 0.150 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 548 1.5 0.150 0.0 NA 0.0 0.0 0.00 0.00 60.0

All Vehicles 675 1.2 0.177 2.0 NA 0.7 4.9 0.10 0.14 56.9









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxiii


Antill Street - Cowper Street Do Nothing 2031 EV Signals - Fixed Time Cycle Time = 50 seconds (Optimum Cycle Time - Minimum Delay)




Level of Service


Effective Stop Rate




1 L 122 0.0 0.433 30.1 LOS C 2.9 20.2 0.95 0.78 32.8

3 R 133 0.0 0.470 29.9 LOS C 3.2 22.1 0.95 0.78 33.0

Approach 255 0.0 0.470 30.0 LOS C 3.2 22.1 0.95 0.78 32.9


4 L 145 4.3 0.531 30.7 LOS C 3.5 25.5 0.96 0.80 32.5

5 T 432 2.0 0.537 19.6 LOS B 4.9 35.0 0.93 0.76 36.8

Approach 577 2.6 0.537 22.4 LOS C 4.9 35.0 0.94 0.77 35.6


11 T 251 2.5 0.313 18.5 LOS B 2.7 19.2 0.88 0.70 37.7

12 R 76 0.0 0.165 24.0 LOS C 1.5 10.4 0.81 0.75 36.2

Approach 326 1.9 0.313 19.7 LOS B 2.7 19.2 0.86 0.71 37.3







Mov ID

Description Demand

Flow Average







P3 Across E approach 107 19.4 LOS B 0.1 0.1 0.88 0.88

P4 Across E approach 7 16.8 LOS B 0.0 0.0 0.82 0.82

All Pedestrians 258 18.3 LOS B 0.86 0.86







Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxiv


Antill Street - Rosevear Place Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 40 0.0 0.057 10.8 LOS B 0.2 1.4 0.46 0.73 46.3

3 R 1 0.0 0.057 10.4 LOS B 0.2 1.4 0.46 0.76 46.6

Approach 41 0.0 0.057 10.8 LOS B 0.2 1.4 0.46 0.73 46.3


4 L 1 0.0 0.121 8.2 LOS A 0.0 0.0 0.00 1.09 49.0

5 T 442 1.9 0.121 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 443 1.9 0.121 0.0 NA 0.0 0.0 0.00 0.00 60.0

West: Antill Street

11 T 307 2.1 0.085 1.1 LOS A 0.6 4.2 0.22 0.00 55.9

12 R 1 0.0 0.085 10.2 LOS B 0.6 4.2 0.44 0.93 48.8

Approach 308 2.0 0.085 1.1 NA 0.6 4.2 0.22 0.00 55.9


32 R 1 0.0 0.002 10.3 LOS B 0.0 0.0 0.43 0.60 31.5

Approach 1 0.0 0.002 10.3 LOS B 0.0 0.0 0.43 0.60 31.5

All Vehicles 794 1.9 0.121 1.0 NA 0.6 4.2 0.11 0.04 57.4









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxv


Badham Street - Dickson Shop Access Road Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 276 0.0 0.313 7.1 LOS A 3.3 23.1 0.83 0.00 45.9

3 R 99 0.0 0.313 15.5 LOS C 3.3 23.1 0.83 1.06 44.4

Approach 375 0.0 0.313 9.3 NA 3.3 23.1 0.83 0.28 45.5


4 L 61 0.0 0.754 49.7 LOS E 4.3 30.4 0.92 1.29 25.2

6 R 82 0.0 0.754 49.9 LOS E 4.3 30.4 0.92 1.24 25.2

Approach 143 0.0 0.754 49.8 LOS E 4.3 30.4 0.92 1.26 25.2


7 L 99 0.0 0.380 8.2 LOS A 0.0 0.0 0.00 1.00 49.0

8 T 600 0.0 0.380 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 699 0.0 0.380 1.2 NA 0.0 0.0 0.00 0.14 58.1

All Vehicles 1217 0.0 0.754 9.4 NA 4.3 30.4 0.36 0.32 46.9









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxvi


Cowper Street - Dickson Shop Access Road Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 69 0.0 0.138 8.2 LOS A 0.0 0.0 0.00 0.92 49.0

2 T 183 0.0 0.138 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 253 0.0 0.138 2.3 NA 0.0 0.0 0.00 0.25 56.5


8 T 168 3.8 0.137 1.2 LOS A 0.8 5.6 0.29 0.00 54.2

9 R 51 0.0 0.137 9.6 LOS A 0.8 5.6 0.29 0.91 48.5

Approach 219 2.9 0.137 3.1 NA 0.8 5.6 0.29 0.21 52.8


10 L 72 0.0 0.098 9.5 LOS A 0.4 2.8 0.35 0.62 47.6

12 R 13 0.0 0.098 10.0 LOS B 0.4 2.8 0.35 0.79 47.2

Approach 84 0.0 0.098 9.6 LOS A 0.4 2.8 0.35 0.64 47.5

All Vehicles 556 1.1 0.138 3.7 NA 0.8 5.6 0.17 0.29 53.5









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxvii


Badham Street - Woolley Street Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 255 0.0 0.203 8.2 LOS A 0.0 0.0 0.00 0.75 49.0

2 T 107 0.0 0.203 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 362 0.0 0.203 5.8 NA 0.0 0.0 0.00 0.53 51.8


8 T 349 0.0 0.617 5.4 LOS A 9.0 63.1 0.83 0.00 44.8

9 R 421 0.0 0.617 13.8 LOS B 9.0 63.1 0.83 1.07 44.9

Approach 771 0.0 0.617 10.0 NA 9.0 63.1 0.83 0.58 44.8


10 L 267 0.0 0.969 75.3 LOS F 22.2 155.2 0.72 2.15 19.5

12 R 93 0.0 0.969 75.5 LOS F 22.2 155.2 0.72 1.77 19.4

Approach 360 0.0 0.969 75.3 LOS F 22.2 155.2 0.72 2.05 19.5

All Vehicles 1493 0.0 0.969 24.7 NA 22.2 155.2 0.60 0.92 35.0









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxviii


Badham Street - Dickson Place Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 65 0.0 0.169 5.6 LOS A 1.0 8.4 0.62 0.00 47.6

3 R 72 32.4 0.169 15.4 LOS C 1.0 8.4 0.62 0.96 44.3

Approach 137 16.9 0.169 10.7 NA 1.0 8.4 0.62 0.50 45.8

East: Dickson Place

4 L 112 17.0 0.942 49.6 LOS E 16.8 122.9 0.94 2.06 25.4

6 R 274 0.0 0.942 49.2 LOS E 16.8 122.9 0.94 1.93 25.4

Approach 385 4.9 0.942 49.4 LOS E 16.8 122.9 0.94 1.97 25.4


7 L 181 0.0 0.281 8.2 LOS A 0.0 0.0 0.00 0.88 49.0

8 T 331 0.0 0.281 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 512 0.0 0.281 2.9 NA 0.0 0.0 0.00 0.31 55.6

All Vehicles 1034 4.1 0.942 21.2 NA 16.8 122.9 0.43 0.95 37.8









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxix


Cowper Street - Dickson Place Do Nothing 2031 EV Signals - Fixed Time Cycle Time = 100 seconds (Optimum Cycle Time - Minimum Delay)




Level of Service


Effective Stop Rate




1 L 404 0.0 0.759 37.2 LOS D 23.3 164.1 0.93 0.89 30.0

2 T 135 3.1 0.759 29.0 LOS C 23.3 164.1 0.93 0.84 30.4

Approach 539 0.8 0.759 35.1 LOS D 23.3 164.1 0.93 0.88 30.1


8 T 139 7.6 0.152 13.3 LOS B 3.5 26.0 0.55 0.45 42.3

9 R 61 31.0 0.339 30.3 LOS C 1.6 14.6 0.88 0.76 33.2

Approach 200 14.7 0.339 18.5 LOS B 3.5 26.0 0.65 0.55 39.1


10 L 76 30.6 0.754 52.0 LOS D 13.5 101.2 0.99 0.89 24.9

12 R 200 0.0 0.754 51.0 LOS D 13.5 101.2 0.99 0.89 24.9

Approach 276 8.4 0.754 51.3 LOS D 13.5 101.2 0.99 0.89 24.9







Mov ID

Description Demand

Flow Average
















Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxx


Challis Street - Cape Street Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 122 6.9 0.637 5.6 LOS A 7.2 50.7 0.75 0.00 45.0

3 R 528 0.0 0.637 14.1 LOS B 7.2 50.7 0.75 1.10 43.7

Approach 651 1.3 0.637 12.5 NA 7.2 50.7 0.75 0.89 43.9

East: Cape Street

4 L 526 0.0 1.607 586.7 LOS F 157.3 1131.1 1.00 8.13 3.5

6 R 76 25.0 1.607 588.0 LOS F 157.3 1131.1 1.00 5.31 3.5

Approach 602 3.1 1.607 586.9 LOS F 157.3 1131.1 1.00 7.77 3.5


7 L 116 20.0 0.229 8.9 LOS A 0.0 0.0 0.00 0.94 49.0

8 T 280 3.0 0.229 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 396 8.0 0.229 2.6 NA 0.0 0.0 0.00 0.27 56.3

All Vehicles 1648 3.6 1.607 219.9 NA 157.3 1131.1 0.66 3.26 8.5









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxxi


Cape Street - Woolley Street Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




5 T 314 6.0 0.178 4.8 LOS A 2.0 14.4 0.70 0.00 48.6

6 R 1 0.0 0.178 13.3 LOS B 2.0 14.4 0.70 1.06 47.1

Approach 315 6.0 0.178 4.8 NA 2.0 14.4 0.70 0.00 48.6


7 L 1 0.0 0.980 80.5 LOS F 14.7 102.6 0.99 2.26 18.6

9 R 253 0.0 0.980 80.8 LOS F 14.7 102.6 0.99 1.98 18.5

Approach 254 0.0 0.980 80.8 LOS F 14.7 102.6 0.99 1.98 18.5


10 L 484 0.0 0.369 8.2 LOS A 0.0 0.0 0.00 0.74 49.0

11 T 160 14.5 0.369 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 644 3.6 0.369 6.2 NA 0.0 0.0 0.00 0.55 51.3

All Vehicles 1213 3.5 0.980 21.4 NA 14.7 102.6 0.39 0.71 37.1









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxxii


Cowper Street - Davenport Street Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 440 1.0 0.255 2.0 LOS A 2.4 16.9 0.54 0.00 50.7

3 R 17 0.0 0.255 10.4 LOS B 2.4 16.9 0.54 0.93 49.2

Approach 457 0.9 0.255 2.3 NA 2.4 16.9 0.54 0.03 50.7


4 L 17 0.0 0.380 22.6 LOS C 1.7 12.2 0.73 0.83 36.8

6 R 97 0.0 0.380 22.9 LOS C 1.7 12.2 0.73 0.99 36.7

Approach 114 0.0 0.380 22.8 LOS C 1.7 12.2 0.73 0.96 36.7


7 L 61 10.3 0.189 8.6 LOS A 0.0 0.0 0.00 0.99 49.0

8 T 278 1.5 0.189 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 339 3.1 0.189 1.5 NA 0.0 0.0 0.00 0.18 57.7

All Vehicles 909 1.6 0.380 4.6 NA 2.4 16.9 0.36 0.20 50.6









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxxiii


Northbourne Avenue - Morphett Street Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




2 T 669 3.2 0.123 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

3 R 504 1.7 1.043 88.8 LOS F 31.5 223.6 1.00 2.95 17.8

Approach 1173 2.5 1.043 38.2 NA 31.5 223.6 0.43 1.27 29.5


4 L 343 2.5 0.916 43.7 LOS E 10.9 77.6 0.96 1.75 27.5

Approach 343 2.5 0.916 43.7 LOS E 10.9 77.6 0.96 1.75 27.5


7 L 46 0.0 0.201 8.2 LOS A 0.0 0.0 0.00 1.00 49.0

8 T 1053 1.8 0.201 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 1099 1.7 0.201 0.3 NA 0.0 0.0 0.00 0.04 59.4

All Vehicles 2615 2.2 1.043 23.0 NA 31.5 223.6 0.32 0.82 36.9









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxxiv


Morphett Street - Challis Street Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




5 T 13 0.0 0.190 3.4 LOS A 0.8 5.5 0.55 0.00 48.0

6 R 139 0.0 0.190 11.7 LOS B 0.8 5.5 0.55 0.85 45.5

Approach 152 0.0 0.190 11.0 NA 0.8 5.5 0.55 0.78 45.7


7 L 272 0.0 0.324 10.6 LOS B 1.5 10.4 0.48 0.78 46.4

9 R 331 2.5 0.782 27.9 LOS D 8.3 59.1 0.84 1.36 33.9

Approach 602 1.4 0.782 20.1 LOS C 8.3 59.1 0.68 1.10 38.6


10 L 469 1.8 0.317 8.3 LOS A 0.0 0.0 0.00 0.71 49.0

11 T 86 0.0 0.317 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 556 1.5 0.317 7.0 NA 0.0 0.0 0.00 0.60 50.4

All Vehicles 1309 1.3 0.782 13.5 NA 8.3 59.1 0.38 0.85 43.7









Dickson Precinct Traffic and Parking Study 3002303 | Revision No. 2 | 25 July 2012 Page | lxxv


Cowper Street - Morphett Street Do Nothing 2031 EV Giveway / Yield (Two-Way)




Level of Service


Effective Stop Rate




1 L 21 0.0 0.222 8.2 LOS A 0.0 0.0 0.00 1.05 49.0

2 T 385 1.1 0.222 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 406 1.0 0.222 0.4 NA 0.0 0.0 0.00 0.05 59.3


8 T 240 1.8 0.184 2.3 LOS A 1.2 8.9 0.45 0.00 51.7

9 R 51 0.0 0.184 10.7 LOS B 1.2 8.9 0.45 0.94 48.0

Approach 291 1.4 0.184 3.8 NA 1.2 8.9 0.45 0.16 51.0


10 L 72 0.0 0.219 13.6 LOS B 0.9 6.0 0.57 0.77 43.6

12 R 42 0.0 0.219 13.8 LOS B 0.9 6.0 0.57 0.88 43.5

Approach 114 0.0 0.219 13.7 LOS B 0.9 6.0 0.57 0.81 43.6

All Vehicles 811 1.0 0.222 3.5 NA 1.2 8.9 0.24 0.20 53.5









Documents

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