10. APP E. Traffic Impact Assessment Report

 

PEKOL TRAFFIC & TRANSPORT

Table 2.3: INTERSECTION ATTRIBUTES
Evening Peak
Peak Hour 3:00am - 4:00pm 3:00am - 4:00pm
Volume (vph) 2,940 3,460
% Heavy Vehicle 3% 3%
Peak Flow Factor 95.1% 99.0%
Saturday Peak
Peak Hour 11:00am — 12:00pm 11:00am — 12:00pm
Volume (vph) 2,610 3,380
% Heavy Vehicle 1% 1%
Peak Flow Factor 99.1% 99.6%

The traffic surveys also counted the number of cycle movements at each intersection. No cyclists were
recorded travelling southbound on Eumundi Road (past the site) in either the weekday evening peak hour

or the Saturday peak hour.

2.5 Intersection Operations

A series of SIDRA analyses were conducted to quantify the existing traffic operations at the Eumundi
Road / Walter Hay Drive / Venture Drive and Eumundi Road / Eenie Creek Road roundabouts. The
existing intersection layouts and the equivalent SIDRA representations are shown in Figures 2.2 and 2.3

respectively.

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