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Appendix C - Traffic + Carparking - 6-10 Diamond Street Cooroy - 21.12.18
Attached to the e-mail Commercial Business Type 1 Office, Retail Business Type 2 Shop & Salon & Multiple Housing Type 4 Conventional - 4 units (Traffic & Car Parking Report) - MCU19/0001.
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MOVEMENT SUMMARY
Site: 101v [2030 AM WD SIG Elm Street / Diamond Street - Upgraded]
AM Peak Hour
2030 With Development
Converted to Signals
Site Category: (None)
Signals - Fixed Time Isolated Cycle Time = 60 seconds (Site User-Given Cycle Time)
Movement Performance - Vehicles
Mov Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Aver. No. Average
Turn
ID Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Cycles Speed
veh/h % v/c sec veh m km/h
South: Elm Street (S)
2 T1 482 2.0 0.884 32.8 LOS C 17.3 122.9 1.00 1.10 1.40 39.0
3 R2 440 2.0 0.695 27.1 LOS C 10.1 71.7 0.92 0.84 0.97 40.6
Approach 922 2.0 0.884 30.0 LOS C 17.3 122.9 0.96 0.98 1.20 39.7
East: Diamond Street
4 L2 529 2.0 0.718 20.7 LOS C 11.2 79.5 0.90 0.94 1.15 44.4
6 R2 115 2.0 0.121 13.6 LOS B 1.7 12.3 0.54 0.70 0.54 47.9
Approach 644 2.0 0.718 19.4 LOS B 11.2 79.5 0.83 0.90 1.04 45.0
North: Elm Street
7 L2 422 2.0 0.446 15.5 LOS B 7.8 55.8 0.67 0.77 0.67 46.8
8 T1 804 2.0 0.889 25.4 LOS C 27.0 192.5 0.89 1.03 1.20 42.4
Approach 1226 2.0 0.889 22.0 LOS C 27.0 192.5 0.82 0.94 1.02 43.8
All Vehicles 2793 2.0 0.889 24.0 LOS C 27.0 192.5 0.87 0.94 1.08 42.6
www.bmctraffic.com.au 49
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
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