MCU14/0056 - Attachment K -Traffic Impact Assessment

 

PEKOL TRAFFIC & TRANSPORT

4.4.2 Myall Street / Ferrells Road Intersection

The SIDRA analysis of the Myall Street / Ferrells Road priority intersection was undertaken using the
intersection layout as shown in Figure 2.2. The results of these analyses are attached in Appendix C, and

are summarised in Table 4.7.

Table 4.7: MYALL STREET / FERRELLS ROAD INTERSECTION OPERATIONS
Evening Peak
2014 Existing 23% 0.1 Myall Street (North) - Ahead
2016 Pre Development 24% 0.1 Myall Street (North) - Ahead
2016 Post Development 25% 0.2 Myall Street (North) - Ahead
2026 Pre Development 30% 0.2 Myall Street (North) - Ahead
2026 Post Development 32% 0.3 Myall Street (North) - Ahead
Saturday Peak
2014 Existing 19% 0.1 Myall Street (North) - Ahead
2016 Pre Development 20% 0.1 Myall Street (North) - Ahead
2016 Post Development 22% 0.2 Myall Street (North) - Ahead
2026 Pre Development 25% 0.2 Myall Street (North) - Ahead
2026 Post Development 27% 0.2 Myall Street (North) - Ahead

Table 4.7 demonstrates that the Myall Street / Ferrells Road priority-controlled intersection is expected to
experience “excellent” operations during the morning and evening peak periods. The addition of the

development related traffic is not expected to significantly affect the critical degree of saturation.

4.4.3 Myall Street / Bruce Highway Ramps Intersection

The SIDRA analysis of the Myall Street / Bruce Highway Ramps priority intersection was undertaken
using the intersection layout as shown in Figure 2.3. The results of these analyses are attached in

Appendix C, and are summarised in Table 4.8.

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