Movement summary

These tables show the vehicle movements on the Bills Street/Auburn Road/Heather Court intersection.

Existing AM peak

Movement performance - vehicles
Movement ID Turn Demand flows Degree of saturation Average delay Level of service 95% back of queue Proportion queued Effective stop rate Average number of cycles Average speed
Total Heavy vehicles Vehicles Distance
Vehicles per hour % volume/capacity Seconds Number of vehicles Metres km/h
South: Auburn Road (S)
1 Left turn 11 0.0 0.361 9.1 LOS A 0.2 1.5 0.03 0.01 0.04 58.0
2 Through 676 0.0 0.361 0.1 LOS A 0.2 1.5 0.03 0.01 0.04 59.6
3 Right turn 6 0.0 0.361 11.8 LOS B 0.2 1.5 0.03 0.01 0.04 57.4
Approach 693 0.0 0.361 0.4 NA 0.2 1.5 0.03 0.01 0.04 59.6
East: Heather Court
4 Left turn 7 0.0 0.040 13.0 LOS B 0.1 0.8 0.77 0.96 0.77 45.3
5 Through 1 0.0 0.040 31.7 LOS D 0.1 0.8 0.77 0.96 0.77 45.1
6 Right turn 2 0.0 0.040 37.3 LOS E 0.1 0.8 0.77 0.96 0.77 44.9
Approach 11 0.0 0.040 19.7 LOS C 0.1 0.8 0.77 0.96 0.77 45.2
North: Auburn Road (N)
7 Left turn 5 0.0 0.412 10.4 LOS B 0.4 2.7 0.05 0.01 0.07 57.9
8 Through
765 0.0 0.412 0.2 LOS A 0.4 2.7 0.05 0.01 0.07 59.5
9 Right turn 14 0.0 0.412 11.1 LOS B 0.4 2.7 0.05 0.01 0.07 57.3
Approach 784 0.0 0.412 0.5 NA 0.4 2.7 0.05 0.01 0.07 59.5
West: Bills Street
10 Left turn 8 0.0 0.049 11.9 LOS B 0.1 1.0 0.75 0.95 0.75 45.1
11 Through 1 0.0 0.049 31.8 LOS D 0.1 1.0 0.75 0.95 0.75 44.9
12 Right turn 3 0.0 0.049 37.5 LOS E 0.1 1.0 0.75 0.95 0.75 44.7
Approach 13 0.0 0.049 20.0 LOS C 0.1 1.0 0.75 0.95 0.75 45.0
All vehicles 1500 0.0 0.412 0.7 NA 0.4 2.7 0.05 0.03 0.07 59.2

Existing PM peak

Movement performance - vehicles
Movement ID Turn Demand flows Degree of saturation Average delay Level of service 95% back of queue Proportion queued Effective stop rate Average number of cycles Average speed
Total Heavy vehicles Vehicles Distance
Vehicles per hour % volume/capacity Seconds Number of vehicles Metres km/h
South: Auburn Road (S)
1 Left turn 1 0.0 0.384 8.6 LOS A 0.1 0.6 0.01 0.00 0.01 58.3
2 Through 739 0.0 0.384 0.0 LOS A 0.1 0.6 0.01 0.00 0.01 59.9
3 Right turn 4 0.0 0.384 8.9 LOS A 0.1 0.6 0.01 0.00 0.01 57.6
Approach 744 0.0 0.384 0.1 NA 0.1 0.6 0.01 0.00 0.01 59.9
East: Heather Court
4 Left turn 5 0.0 0.031 10.5 LOS B 0.1 0.7 0.69 0.91 0.69 46.3
5 Through 1 0.0 0.031 23.7 LOS C 0.1 0.7 0.69 0.91 0.69 46.1
6 Right turn 3 0.0 0.031 27.5 LOS D 0.1 0.7 0.69 0.91 0.69 45.9
Approach 9 0.0 0.031 17.6 LOS C 0.1 0.7 0.69 0.91 0.69 46.2
North: Auburn Road (N)
7 Left turn 1 0.0 0.274 10.4 LOS B 0.1 0.9 0.03 0.01 0.03 58.1
8 Through
517 0.0 0.274 0.1 LOS A 0.1 0.9 0.03 0.01 0.03 59.7
9 Right turn 6 0.0 0.274 10.6 LOS B 0.1 0.9 0.03 0.01 0.03 57.5
Approach 524 0.0 0.274 0.3 NA 0.1 0.9 0.03 0.01 0.03 59.7
West: Bills Street
10 Left turn 3 0.0 0.024 12.6 LOS B 0.1 0.5 0.76 0.95 0.76 45.4
11 Through 1 0.0 0.024 23.6 LOS C 0.1 0.5 0.76 0.95 0.76 45.2
12 Right turn 2 0.0 0.024 27.4 LOS D 0.1 0.5 0.76 0.95 0.76 45.1
Approach 6 0.0 0.024 19.3 LOS C 0.1 0.5 0.76 0.95 0.76 45.3
All vehicles 1284 0.0 0.384 0.4 NA 0.1 0.9 0.03 0.02 0.03 59.6

Future AM peak

Movement performance - vehicles
Movement ID Turn Demand flows Degree of saturation Average delay Level of service 95% back of queue Proportion queued Effective stop rate Average number of cycles Average speed
Total Heavy vehicles Vehicles Distance
Vehicles per hour % volume/capacity Seconds Number of vehicles Metres km/h
South: Auburn Road (S)
1 Left turn 22 0.0 0.367 7.8 LOS A 0.2 1.6 0.04 0.02 0.05 57.9
2 Through 676 0.0 0.367 0.1 LOS A 0.2 1.6 0.04 0.02 0.05 59.5
3 Right turn 6 0.0 0.367 11.9 LOS B 0.2 1.6 0.04 0.02 0.05 57.3
Approach 704 0.0 0.367 0.5 NA 0.2 1.6 0.04 0.02 0.05 59.4
East: Heather Court
4 Left turn 7 0.0 0.041 13.0 LOS B
0.1 0.9 0.77 0.96 0.77 45.0
5 Through 1 0.0 0.041 32.8 LOS D 0.1 0.9 0.77 0.96 0.77 44.8
6 Right turn 2 0.0 0.041 39.4 LOS E 0.1 0.9 0.77 0.96 0.77 44.6
Approach 11 0.0 0.041 20.2 LOS C 0.1 0.9 0.77 0.96 0.77 44.9
North: Auburn Road (N)
7 Left turn 5 0.0 0.422 10.9 LOS B 0.6 4.3 0.08 0.02 0.11 57.7
8 Through
765 0.0 0.422 0.4 LOS A 0.6 4.3 0.08 0.02 0.11 59.3
9 Right turn 22 0.0 0.422 11.3 LOS B 0.6 4.3 0.08 0.02 0.11 57.1
Approach 793 0.0 0.422 0.8 NA 0.6 4.3 0.08 0.02 0.11 59.2
West: Bills Street
10 Left turn 39 0.0 0.520 21.2 LOS C 2.0 13.8 0.89 1.11 1.28 37.0
11 Through 1 0.0 0.520 44.6 LOS E 2.0 13.8 0.89 1.11 1.28 36.8
12 Right turn 48 0.0 0.520 51.2 LOS F 2.0 13.8 0.89 1.11 1.28 36.7
Approach 88 0.0 0.520 37.9 LOS E 2.0 13.8 0.89 1.11 1.28 36.8
All vehicles 1596 0.0 0.520 2.8 NA 2.0 13.8 0.11 0.09 0.15 57.2

Future PM peak

Movement performance - vehicles
Movement ID Turn Demand flows Degree of saturation Average delay Level of service 95% back of queue Proportion queued Effective stop rate Average number of cycles Average speed
Total Heavy vehicles Vehicles Distance
Vehicles per hour % volume/capacity Seconds Number of vehicles Metres km/h
South: Auburn Road (S)
1 Left turn 43 0.0 0.406 5.9 LOS A 0.1 0.8 0.01 0.04 0.02 58.0
2 Through 739 0.0 0.406 0.0 LOS A 0.1 0.8 0.01 0.04 0.02 59.6
3 Right turn 4 0.0 0.406 9.0 LOS A 0.1 0.8 0.01 0.04 0.02 57.4
Approach 786 0.0 0.406 0.4 NA 0.1 0.8 0.01 0.04 0.02 59.5
East: Heather Court
4 Left turn 5 0.0 0.033 10.5 LOS B 0.1 0.7 0.70 0.91 0.70 45.9
5 Through 1 0.0 0.033 26.5 LOS D 0.1 0.7 0.70 0.91 0.70 45.6
6 Right turn 3 0.0 0.033 29.1 LOS D 0.1 0.7 0.70 0.91 0.70 45.5
Approach 9 0.0 0.033 18.5 LOS C 0.1 0.7 0.70 0.91 0.70 45.7
North: Auburn Road (N)
7 Left turn 1 0.0 0.312 11.4 LOS B 0.8 5.4 0.16 0.04 0.19 57.0
8 Through
517 0.0 0.312 0.8 LOS A 0.8 5.4 0.16 0.04 0.19 58.5
9 Right turn 34 0.0 0.312 11.4 LOS B 0.8 5.4 0.16 0.04 0.19 56.4
Approach 552 0.0 0.312 1.5 NA 0.8 5.4 0.16 0.04 0.19 58.4
West: Bills Street
10 Left turn 22 0.0 0.246 14.3 LOS B 0.8 5.6 0.83 1.02 0.92 42.5
11 Through 1 0.0 0.246 28.2 LOS D 0.8 5.6 0.83 1.02 0.92 42.3
12 Right turn 29 0.0 0.246 32.9 LOS D 0.8 5.6 0.83 1.02 0.92 42.2
Approach 53 0.0 0.246 25.0 LOS C 0.8 5.6 0.83 1.02 0.92 42.3
All vehicles 1400 0.0 0.406 1.9 NA 0.8 5.6 0.11 0.08 0.12 58.1