Attach F - Traffic




[OCR of page images]
PEKOL TRAFFIC & TRANSPORT

Figure 4.2:

 

PROPOSED PEAK HOUR TRAFFIC DISTRIBUTION

 

 

25% 75%

SL

t

 

75%

13%

3%

50%

Garnet Street 10%

8%

Maple Street. ——

 

Maple Street

5%

 

3%

Cooroy Station Access Road (east)

7 = Myallst

60%

~N

|

25%

15% 35%

Pou

Elm Street

tL

Myall St

35%

 

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Intersection Performance

The likely impact of the proposed development on the future year (2017 and 2027) peak hour operations

on the surrounding road network has been assessed using SIDRA. These analyses are based on the peak

hour scenario turning movement forecasts for the existing operations and assumed turning proportions

for the post-development scenarios, which are presented in Appendix E.

4.4.1 Myall Street / Garnet Street / Maple Street Roundabout

SIDRA analyses were performed to quantify the future year (ie 2017 and 2027) peak hour operations of

this intersection. These were undertaken using the layout shown in Figure 2.2. The results are

summarised in Table 4.4 and presented in Appendix C.

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