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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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Table 4.3: Intersection Operation Summary: Diamond Street / Elm Street, Unsignalised
AM Peak Hour PM Peak Hour
Approach 95th Queue Avg. Delay 95th Queue Avg. Delay
DOS DOS
(m) (sec) (m) (sec)
2020 Base
Elm Street (S) 51% 22m 8 sec 29% 10m 4 sec
Diamond Street (E) 59% 27m 16 sec 45% 14m 12 sec
Elm Street (N) 31% <1m 2 sec 15% <1m 2 sec
Railway Car Park (W) 1% <1m 9 sec 1% <1m 10 sec
2020 With Development
Elm Street (S) 51% 22m 7 sec 29% 10m 4 sec
Diamond Street (E) 61% 29m 18 sec 50% 16m 13 sec
Elm Street (N) 31% <1m 2 sec 15% <1m 2 sec
Railway Car Park (W) 1% <1m 10 sec 1% <1m 10 sec
2030 Base
Elm Street (S) 113% 309m 78 sec 47% 24m 5 sec
Diamond Street (E) 193% 361m 283 sec 112% 141m 66 sec
Elm Street (N) 42% 1m 2 sec 20% <1m 2 sec
Railway Car Park (W) 1% <1m 11 sec 1% <1m 11 sec
Clearly with the growth assumptions made within this analysis, the intersection of Diamond Street /
Elm Street exceeds capacity in its current form prior to the year 2030. Indeed, gap acceptance survey
results indicate limited gaps are available with existing conditions.
As mentioned in Section 1.3 of this report, planning is currently being undertaken by the Department of
Transport and Main Roads for upgrade of the Diamond Street / Elm Street intersection, with a concept for
its signalisation released in November 2018. This signalisation concept is shown on Figure 4.13.
www.bmctraffic.com.au 12
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
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