MCU14/0056 Traffic Addendum Att F - Information response

 

PEKOL TRAFFIC & TRANSPORT

Myall Street / Site Access

The SIDRA analysis of the Myall Street / Site Access priority intersection was undertaken using the
intersection layout as shown in Figure 4. The results of these analyses are attached in Appendix E, and are

summarised in Table 6.
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

Figure 4: SITE ACCESS LAYOUT

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Myall Street (North)

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Myall Street (South)

 

 

 

Table 6: MYALL STREET / SITE ACCESS INTERSECTION OPERATIONS
Evening Peak
2017 Post Development 37% 1.4 Site Access - Right
2027 Post Development 48% 1.9 Site Access - Right
Saturday Peak
2017 Post Development 25% 0.9 Site Access - Right
2027 Post Development 31% 1.2 Site Access - Right

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