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

Attachment A — Survey Data
Site 1 — Weyba Road/ Reed Street
Weekday (Thursday) —- AM

Vehicle Movement Performance

 

 

 

 

 

 

INPUT VOLUMES DEMAND FLOWS Degree of Average Level of % BACK OF QUEUE Proportion Effective Average Average

Mov ID Turn Total HV Total HV Saturation Delay Service 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 247 4 269 1.6 0.599 16.5 LOS B 5.3 37.6 0.97 0.95 1.28 46.6
2 1 232 7 253 3.0 0.888 32.5 LOS C 16.4 116.9 1.00 1.41 2.21 38.1
3b R3 232 4 253 1.7 0.888 40.4 LOS D 16.4 116.9 1.00 1.41 2.21 37.5
3u U 4 0 4 0.0 0.888 41.4 LOS D 16.4 116.9 1.00 1.41 2.21 37.5
Approach 715 15 780 2.1 0.888 29.6 LOS C 16.4 116.9 0.99 1.25 1.89 40.3
SouthEast: Weyba Road
21b L3 301 13 328 4.3 0.200 3.2 LOS A 0.0 0.0 0.00 0.45 0.00 55.7
21a L1 457 13 498 2.8 0.798 14.3 LOS B 11.8 84.8 1.00 1.01 1.51 47.7
23a R1 125 4 136 3.2 0.798 20.1 LOS C 11.8 84.8 1.00 1.01 1.51 46.8
23u U 3 0 3 0.0 0.798 23.6 LOS C 11.8 84.8 1.00 1.01 1.51 46.9
Approach 886 30 966 3.4 0.798 11.3 LOS B 11.8 84.8 0.66 0.82 1.00 50.0
North: Weyba Road
Ta L1 93 4 101 4.3 0.368 14.8 LOS B 1.7 12.2 0.78 0.89 0.89 48.1
8 1 210 7 229 3.3 0.694 14.2 LOS B 5.5 39.4 0.90 1.02 1.30 47.2
9 R2 112 3 122 2.7 0.694 20.2 LOS C 5.5 39.4 0.90 1.02 1.30 46.5
9u U 6 0 7 0.0 0.694 22.4 LOS C 5.5 39.4 0.90 1.02 1.30 46.5
Approach 421 14 459 3.3 0.694 16.0 LOS B 5.5 39.4 0.87 0.99 1.21 47.2
West: Mary Street
10 L2 145 5 158 3.4 0.583 13.3 LOS B 5.1 36.8 0.92 0.90 1.17 47.1
12a R1 495 16 540 3.2 0.799 22.4 LOS C 11.3 81.8 0.98 1.05 1.51 43.5
12 R2 108 6 118 5.6 0.799 25.5 LOS C 11.3 81.8 1.00 1.12 1.65 42.3
12u U 19 1 21 5.3 0.799 27.9 LOS C 11.3 81.8 1.00 1.12 1.65 42.3
Approach 767 28 836 3.7 0.799 21.3 LOS C 11.3 81.8 0.97 1.04 1.47 43.9
All Vehicles 2789 87 3041 3.1 0.888 19.5 LOS B 16.4 116.9 0.86 1.02 1.39 45.1

   

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