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

Weekday (Thursday) — PM

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 we Vehicles Distance  Queued  StopRate Numberof Speed

veh/h veh/h veh/h % vic sec veh m km/h per veh Cycles km/h
South: Reef Street
1 L2 282 3 283 1.1 0.576 14.7 LOS B 5.0 35.4 0.94 0.92 1.22 47.7
2 11 253 5 254 2.0 0.831 23.7 LOS C 13.0 92.7 1.00 1.23 1.85 41.7
3b R3 255 5 256 2.0 0.831 31.7 LOS C 13.0 92.7 1.00 1.23 1.85 41.0
3u U 2 0 2 0.0 0.831 32.7 LOS C 13.0 92.7 1.00 1.23 1.85 41.1
Approach 792 13 796 1.6 0.831 23.1 LOS C 13.0 92.7 0.98 1.12 1.63 43.3
SouthEast: Weyba Road
21b L3 330 8 332 2.4 0.200 3.1 LOS A 0.0 0.0 0.00 0.45 0.00 55.8
21a L1 466 8 468 1.7 0.787 16.2 LOS B 11.2 79.1 1.00 1.06 1.59 46.7
23a R1 102 0 103 0.0 0.787 21.9 LOS C 11.2 79.1 1.00 1.06 1.59 45.9
23u U 4 0 4 0.0 0.787 25.5 LOS C 11.2 79.1 1.00 1.06 1.59 45.9
Approach 902 16 907 1.8 0.787 12.1 LOS B 11.2 79.1 0.63 0.84 1.01 49.5
North: Weyba Road
Ta L1 94 0 94 0.0 0.368 15.6 LOS B 1.7 11.6 0.79 0.90 0.90 47.5
8 11 233 7 234 3.0 0.755 16.5 LOS B 6.8 48.1 0.93 1.08 1.46 45.8
9 R2 150 0 151 0.0 0.755 22.3 LOS C 6.8 48.1 0.93 1.08 1.46 45.2
Qu U 9 0 9 0.0 0.755 24.7 LOS C 6.8 48.1 0.93 1.08 1.46 45.2
Approach 486 7 488 1.4 0.755 18.3 LOS B 6.8 48.1 0.90 1.04 1.35 45.9
West: Mary Street
10 L2 196 0 197 0.0 0.577 12.3 LOS B 5.1 36.0 0.91 0.88 1.13 48.0
12a R1 463 5 465 1.1 0.792 21.0 LOS C 11.2 79.2 0.97 1.02 1.45 44.3
12 R2 191 1 192 0.5 0.792 23.7 LOS C 11.2 79.2 1.00 1.08 1.59 43.1
12u U 25 0 25 0.0 0.792 26.1 LOS C 11.2 79.2 1.00 1.08 1.59 43.1
Approach 875 6 879 0.7 0.792 19.8 LOS B 11.2 79.2 0.97 1.00 1.41 44.8
All Vehicles 3055 42 3070 1.4 0.831 18.1 LOS B 13.0 92.7 0.86 0.99 1.34 45.8