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
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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
All Vehicles 1746 4.6 1.580 143.3 NA 111.8 782.7 0.26 1.57 12.1
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:35:02 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 3813 4.7 2.512 195.5 NA 203.5 1529.3 0.23 1.19 9.4
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:36:02 PM SIDRA INTERSECTION 5.1.10.2069
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
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:36:36 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1336 4.7 0.540 3.1 NA 2.7 18.6 0.11 0.14 55.2
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:37:10 PM SIDRA INTERSECTION 5.1.10.2069
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
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:37:55 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1577 1.3 2.454 349.8 NA 158.6 1110.1 0.53 1.78 5.6
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:38:19 PM SIDRA INTERSECTION 5.1.10.2069
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
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:38:46 PM SIDRA INTERSECTION 5.1.10.2069
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
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:39:04 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1413 7.2 1.326 67.9 NA 44.4 353.2 0.38 0.98 20.9
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:39:22 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 2349 5.5 2.362 350.9 NA 235.7 1730.5 0.69 2.82 5.6
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:40:11 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 943 8.5 0.324 4.3 NA 2.9 21.2 0.41 0.17 50.1
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:41:27 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1552 3.8 1.199 25.2 NA 14.9 104.0 0.53 0.28 34.6
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:41:46 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1439 7.2 1.346 137.6 NA 104.5 767.8 0.40 2.46 12.6
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).
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.
SIDRA Standard Delay Model used.
Processed: Thursday, 7 June 2012 10:32:03 AM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 3915 6.8 1.096 13.7 NA 31.1 223.4 0.10 0.35 43.6
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).
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.
SIDRA Standard Delay Model used.
Processed: Thursday, 7 June 2012 1:54:39 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 2543 2.2 1.624 283.5 NA 297.8 2120.2 0.73 5.16 6.8
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:43:05 PM SIDRA INTERSECTION 5.1.10.2069
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
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:43:36 PM SIDRA INTERSECTION 5.1.10.2069
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 | 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)
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 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
North: Northbourne Avenue (N)
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
West: Mouat Street (W)
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
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.
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 24.6 LOS C 0.2 0.2 0.62 0.62
P2 Across S approach 72 40.8 LOS E 0.2 0.2 0.79 0.79
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
P7 Across W approach 16 40.0 LOS E 0.0 0.0 0.78 0.78
All Pedestrians 361 37.0 LOS D 0.75 0.75
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 2:44:24 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 941 5.4 0.256 0.8 NA 0.2 1.4 0.02 0.07 58.7
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:45:27 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 2676 5.0 2.117 116.1 NA 97.3 816.6 0.16 0.62 14.3
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:45:50 PM SIDRA INTERSECTION 5.1.10.2069
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
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 12:34:14 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1003 2.1 0.415 3.4 NA 2.2 15.3 0.15 0.22 54.9
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:46:24 PM SIDRA INTERSECTION 5.1.10.2069
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
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 12:34:25 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1198 0.0 0.739 10.8 NA 4.8 33.5 0.46 0.48 45.1
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:48:27 PM SIDRA INTERSECTION 5.1.10.2069
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
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:48:45 PM SIDRA INTERSECTION 5.1.10.2069
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
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:49:02 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 865 9.0 0.752 13.7 NA 7.5 57.6 0.39 0.80 43.8
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:49:30 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1657 7.9 1.718 196.5 NA 129.1 969.0 0.79 2.53 9.3
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:51:56 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1057 7.4 0.581 9.3 NA 3.2 22.4 0.30 0.51 46.8
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:52:23 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1347 1.9 1.096 22.3 NA 14.5 104.3 0.53 0.26 35.6
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:52:48 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1156 5.9 0.625 5.9 NA 4.1 29.0 0.19 0.36 51.7
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).
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.
SIDRA Standard Delay Model used.
Processed: Thursday, 7 June 2012 10:08:06 AM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 3739 5.2 1.110 14.7 NA 31.5 223.5 0.10 0.34 42.8
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).
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.
SIDRA Standard Delay Model used.
Processed: Thursday, 7 June 2012 1:55:41 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1497 3.5 1.000 21.4 NA 15.4 111.8 0.44 0.94 37.7
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).
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.
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.
Processed: Friday, 25 May 2012 2:53:40 PM SIDRA INTERSECTION 5.1.10.2069
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
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).
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 2:54:03 PM SIDRA INTERSECTION 5.1.10.2069
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 | 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)
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 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
North: Northbourne Avenue (N)
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
West: Mouat Street (W)
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
All Vehicles 4147 3.3 0.898 38.6 LOS D 15.9 116.5 0.88 0.89 28.5
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.
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 72 20.0 LOS B 0.1 0.1 0.67 0.67
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
P5 Across N approach 47 20.0 LOS B 0.1 0.1 0.67 0.67
P6 Across N approach 47 37.4 LOS D 0.1 0.1 0.91 0.91
P7 Across W approach 16 39.2 LOS D 0.0 0.0 0.93 0.93
All Pedestrians 361 31.9 LOS D 0.83 0.83
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 3:11:54 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1011 4.4 0.270 0.7 NA 0.3 2.5 0.02 0.04 58.9
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:12:34 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 2194 4.5 0.611 4.9 NA 3.4 27.6 0.18 0.24 53.0
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:12:51 PM SIDRA INTERSECTION 5.1.10.2069
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
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:13:19 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 721 2.9 0.283 3.2 NA 1.3 8.8 0.16 0.23 55.2
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:13:52 PM SIDRA INTERSECTION 5.1.10.2069
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
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:19:03 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1533 0.0 1.946 113.5 NA 59.4 416.1 0.51 0.72 14.4
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:19:22 PM SIDRA INTERSECTION 5.1.10.2069
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
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:19:44 PM SIDRA INTERSECTION 5.1.10.2069
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
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:20:01 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1152 6.2 1.136 62.5 NA 44.3 331.1 0.48 1.49 22.0
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:21:28 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1423 7.1 1.366 154.7 NA 114.4 838.5 0.62 2.67 11.4
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:22:28 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1120 6.4 0.756 10.5 NA 4.8 33.4 0.37 0.43 45.2
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:23:02 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1112 2.3 0.524 5.6 NA 4.0 28.6 0.45 0.19 48.5
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:23:18 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 812 3.0 0.487 6.2 NA 3.7 26.6 0.29 0.46 51.4
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).
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.
SIDRA Standard Delay Model used.
Processed: Thursday, 7 June 2012 10:44:35 AM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 2697 2.2 0.426 1.9 NA 2.4 16.9 0.10 0.16 57.1
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).
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.
SIDRA Standard Delay Model used.
Processed: Thursday, 7 June 2012 1:56:57 PM SIDRA INTERSECTION 5.1.10.2069
All Vehicles 1103 3.1 0.742 13.1 NA 8.3 59.8 0.38 0.86 44.1
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:24:41 PM SIDRA INTERSECTION 5.1.10.2069
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
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:25:04 PM SIDRA INTERSECTION 5.1.10.2069
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 | 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)
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 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
North: Northbourne Avenue (N)
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
West: Mouat Street (W)
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
All Vehicles 3208 2.7 0.818 33.7 LOS C 12.5 90.1 0.86 0.81 30.3
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.
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 72 19.1 LOS B 0.1 0.1 0.67 0.67
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
P5 Across N approach 47 19.1 LOS B 0.1 0.1 0.67 0.67
P6 Across N approach 47 35.8 LOS D 0.1 0.1 0.92 0.92
P7 Across W approach 16 36.7 LOS D 0.0 0.0 0.93 0.93
All Pedestrians 361 30.2 LOS D 0.84 0.84
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 3:26:12 PM SIDRA INTERSECTION 5.1.12.2089
All Vehicles 792 3.2 0.208 0.6 NA 0.2 1.7 0.03 0.04 59.0
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:26:54 PM SIDRA INTERSECTION 5.1.12.2089
All Vehicles 1758 3.4 0.478 4.6 NA 2.5 18.3 0.20 0.29 53.4
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:27:13 PM SIDRA INTERSECTION 5.1.12.2089
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
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:27:38 PM SIDRA INTERSECTION 5.1.12.2089
All Vehicles 675 1.2 0.177 2.0 NA 0.7 4.9 0.10 0.14 56.9
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:28:08 PM SIDRA INTERSECTION 5.1.12.2089
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
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:29:55 PM SIDRA INTERSECTION 5.1.12.2089
All Vehicles 1217 0.0 0.754 9.4 NA 4.3 30.4 0.36 0.32 46.9
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:30:29 PM SIDRA INTERSECTION 5.1.12.2089
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
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:30:48 PM SIDRA INTERSECTION 5.1.12.2089
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
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:31:02 PM SIDRA INTERSECTION 5.1.12.2089
All Vehicles 1034 4.1 0.942 21.2 NA 16.8 122.9 0.43 0.95 37.8
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:31:27 PM SIDRA INTERSECTION 5.1.12.2089
All Vehicles 1648 3.6 1.607 219.9 NA 157.3 1131.1 0.66 3.26 8.5
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:33:03 PM SIDRA INTERSECTION 5.1.12.2089
All Vehicles 1213 3.5 0.980 21.4 NA 14.7 102.6 0.39 0.71 37.1
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:33:47 PM SIDRA INTERSECTION 5.1.12.2089
All Vehicles 909 1.6 0.380 4.6 NA 2.4 16.9 0.36 0.20 50.6
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:34:13 PM SIDRA INTERSECTION 5.1.12.2089
All Vehicles 2615 2.2 1.043 23.0 NA 31.5 223.6 0.32 0.82 36.9
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:34:29 PM SIDRA INTERSECTION 5.1.12.2089
All Vehicles 1309 1.3 0.782 13.5 NA 8.3 59.1 0.38 0.85 43.7
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:34:55 PM SIDRA INTERSECTION 5.1.12.2089
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
Level of Service (LOS) Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
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.
SIDRA Standard Delay Model used.
Processed: Friday, 25 May 2012 3:35:24 PM SIDRA INTERSECTION 5.1.12.2089