MCU14/0056 Traffic Addendum Att F - Information response

 

PEKOL TRAFFIC & TRANSPORT

Table 6 demonstrates that the Myall Street / Site Access intersection is expected to experience “excellent”
operations during all periods. In all post-development scenarios, the 95th percentile queue lengths are

predicted to be minimal.

Myall Street / Ferrells Road Intersection

The results the SIDRA analysis of the Myall Street / Ferrells Road priority intersection are attached in

Appendix E, and are summarised in Table 7.
The following gap acceptance parameters have been adopted for this intersection:

== Right hand turn from major road: critical gap - 5 seconds; follow-up headway - 3 seconds
== Left hand turn from minor road: critical gap — 5 seconds; follow-up headway — 3 seconds

== _ Right hand turn from minor road: critical gap — 6.5 seconds; follow-up headway - 4 seconds

Table 7: MYALL STREET / FERRELLS ROAD INTERSECTION OPERATIONS
PEAK HOUR & 95%
SCENARIO bos QUEUE CRITICAL MOVEMENT
Evening Peak
2014 Existing 23% 0.1 Myall Street (North) - Ahead
2017 Pre Development 24% 0.1 Myall Street (North) - Ahead
2017 Post Development 26% 0.2 Myall Street (North) - Ahead
2027 Pre Development 27% 0.2 Myall Street (North) - Ahead
2027 Post Development 28% 0.2 Myall Street (North) - Ahead
Saturday Peak
2014 Existing 19% 0.1 Myall Street (North) - Ahead
2017 Pre Development 20% 0.2 Myall Street (North) - Ahead
2017 Post Development 21% 0.2 Myall Street (North) - Ahead
2027 Pre Development 22% 0.2 Myall Street (North) - Ahead
2027 Post Development 24% 0.2 Myall Street (North) - Ahead

Table 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 or

queuing.

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