Attach F - Traffic

            MYALL STREET / GARNET   MYALL STREET / ELM
ATTRIBUTE
            STREET / MAPLE STREET        STREET


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PEKOL TRAFFIC & TRANSPORT

2.4

2.5

Traffic Volumes

To assist in the quantification of existing road network operations proximate to the site, turning

movement surveys were sourced for Thursday 16 and Saturday 18 July 2015 at the following intersections:

== Myall Street / Elm Street priority intersection
== Myall Street / Garnet Street / Maple Street roundabout

The weekday evening and Saturday peak period traffic volumes at the Myall Street / Elm Street
intersection and Myall Street / Garnet Street / Maple Street roundabout are shown in Table 2.2, along with

the key operational attributes of these intersections. The traffic count data is provided in Appendix A.

Table 2.2: INTERSECTION ATTRIBUTES

Evening Peak (Thursday)
Peak Hour 3:15pm - 4:15pm. 3:00pm — 4:00pm
Volume (vph) 1,750 2,120
% Heavy Vehicle 3% 5%
Peak Flow Factor 98% 92%
Saturday Peak
Peak Hour 11:00am — 12:00pm 11:00am — 12:00pm
Volume (vph) 1,350 1,580
% Heavy Vehicle 1% 1%
Peak Flow Factor 94% 93%

Intersection Operations

A series of SIDRA analyses were conducted to quantify the existing traffic operations at the Myall Street /
Elm Street intersection and Myall Street / Garnet Street / Maple Street roundabout. The existing
intersection layouts and the equivalent SIDRA representations are shown in Figures 2.2 and 2.3

respectively.

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