Further Advice Response 17-07-25 22BRT0122_LT01_3 · OPW25/0042

Weekend (Saturday) — AM

Vehicle Movement Performance

 

 

 

 

 

 

INPUT VOLUMES DEMAND FLOWS Degree of Average % BACK OF QUEUE Proportion _ Effective Average Average
Mov ID Turn Total HV Total HV Saturation _Delay vei Of Vehicles Distance Queued Stop Rate Number of Speed
veh/h veh/h veh/h % vic sec veh m km/h per veh Cycles km/h

South: Reef Street
1 L2 197 0 199 0.0 0.411 11.1 LOS B 2.7 19.0 0.84 0.80 0.91 50.0
2 T1 272 3 275 1.1 0.769 16.5 LOS B 10.5 74.2 1.00 1.06 1.57 45.3
3b R3 264 2 267 0.8 0.769 24.5 LOS C 10.5 74.2 1.00 1.06 1.57 44.5
3u U iS 0 3 0.0 0.769 25.5 LOS C 10.5 74.2 1.00 1.06 1.57 44.5
Approach 736 5 745 0.7 0.769 17.9 LOS B 10.5 74.2 0.96 0.99 1.39 46.1
SouthEast: Weyba Road
21b L3 261 4 264 1.5 0.158 3.1 LOSA 0.0 0.0 0.00 0.45 0.00 55.8
21a L1 400 4 405 1.0 0.612 8.0 LOSA 5.9 42.0 0.83 0.76 0.99 51.8
23a R1 120 1 121 0.8 0.612 13.7 LOS B 5.9 42.0 0.83 0.76 0.99 50.8
23u U 1 0 1 0.0 0.612 17.4 LOS B 5.9 42.0 0.83 0.76 0.99 50.8
Approach 782 9 791 1.2 0.612 7.2 LOSA 5.9 42.0 0.55 0.65 0.66 52.9
North: Weyba Road
7a L1 125 0 127 0.0 0.307 9.9 LOSA 1.4 10.1 0.74 0.79 0.75 51.3

T1 163 2 165 1.2 0.528 10.2 LOS B 3.5 24.7 0.82 0.89 1.00 49.4

R2 132 1 134 0.8 0.528 16.2 LOS B 3.5 24.7 0.82 0.89 1.00 48.6
9u U 4 0 4 0.0 0.528 18.6 LOS B 3.5 24.7 0.82 0.89 1.00 48.6
Approach 424 3 429 0.7 0.528 12.0 LOS B 3.5 24.7 0.79 0.86 0.93 49.7
West: Mary Street
10 L2 180 2 182 1.1 0.526 12.0 LOS B 4.3 30.5 0.90 0.86 1.08 48.3
12a R1 423 1 428 0.2 0.722 19.4 LOS B 8.7 61.2 0.98 0.96 1.35 45.1
12 R2 139 2 141 1.4 0.722 21.5 LOS C 8.7 61.2 1.00 0.99 1.44 44.3
12u U 10 0 10 0.0 0.722 23.9 LOS C 8.7 61.2 1.00 0.99 1.44 44.3
Approach 752 5 761 0.7 0.722 18.1 LOS B 8.7 61.2 0.96 0.94 1.30 45.6
All Vehicles 2694 22 2727 0.8 0.769 14.0 LOS B 10.5 74.2 0.82 0.86 1.08 48.3