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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 PM WD SIG Elm Street / Diamond Street - Upgraded]
PM 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 511 2.0 0.589 13.5 LOS B 11.4 80.8 0.80 0.70 0.80 49.1
3 R2 451 2.0 0.448 17.5 LOS B 7.5 53.7 0.71 0.77 0.71 45.3
Approach 961 2.0 0.589 15.4 LOS B 11.4 80.8 0.76 0.74 0.76 47.3
East: Diamond Street
4 L2 408 2.0 0.367 9.1 LOS A 4.5 31.9 0.51 0.71 0.51 51.4
6 R2 199 2.0 0.310 21.2 LOS C 4.3 30.9 0.77 0.77 0.77 43.6
Approach 607 2.0 0.367 13.0 LOS B 4.5 31.9 0.59 0.73 0.59 48.6
North: Elm Street
7 L2 228 2.0 0.356 21.5 LOS C 5.1 36.1 0.79 0.78 0.79 43.4
8 T1 387 2.0 0.575 17.5 LOS B 9.4 67.3 0.87 0.74 0.87 46.6
Approach 616 2.0 0.575 19.0 LOS B 9.4 67.3 0.84 0.76 0.84 45.4
All Vehicles 2184 2.0 0.589 15.7 LOS B 11.4 80.8 0.73 0.74 0.73 47.1
www.bmctraffic.com.au 51
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
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