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Traffic Engineering Report
Attached to the e-mail MCU16/0066 & OPW16/0133 Traffic Reports (3 of 4).
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
5.2. Daily Traffic
DTMR also provided projections of daily traffic volumes for the Cooroy Interchange. Notes on
the volume diagrams identify that the volumes are taken from a series of different counts and
projected to a common year (2014). The volumes are prepared for the sole purpose of
assessing the interchange and intersection performance only. The notes further identify that
no growth has been applied for the Holts Road Industrial Estate which is the industrial estate
accessed from Taylor Court.
Table 5.1 shows these 2014 projected traffic volumes for both the ‘do nothing’ and
‘interchange’ upgrade options and compares them to 2015 DTMR traffic census data where
traffic volumes are available.
Table 5.1: Projected 2014 and Surveyed 2015 Daily Traffic Volumes
2014 – Do 2014 – Upgrade
Road 2015 Census Data
Nothing Option Option
Bruce Highway adjacent to Holts Road 22,024 22,024 21,968
Bruce Highway north of Holts Road 16,618 18,050 15,835
Myall Street at Ferrells Road 10,290 7,627 8,468
Northbound On Ramp 1,349 855 -
Northbound Off Ramp 3,765 2,675 -
Myall Street at Holts Road (Northbound
5,114 3,530 -
On and Off Ramp Combined)
Table 5.1 shows that the estimations used by DTMR to determine traffic volumes on the Bruce
Highway adjacent to Holts Road are comparable to the recorded 2015 census data. There is a
discrepancy with the estimated traffic volumes on the Bruce Highway north of Holts Road and
the census data. This may be due to construction activity disrupting traffic and promoting
drivers to route around the vehicle counter. Census data identifies that traffic volumes on
Myall Street in the vicinity of Ferrells Road is between the two 2014 traffic estimations. This
could be due to:
traffic volumes on this road section being disrupted by construction activities;
some projected movements at the Cooroy Connection Road (Elm Street) interchange
not being available, or
the level of traffic drawn from Myall Street (to access the Bruce Highway via Cooroy
Connection Road) is not as high as predicted.
5.3. Heavy Vehicle Percentage
The surveyed and estimated traffic movements are provided in Figure 5.1. TTM estimate that
heavy vehicle (HV) percentages through the Myall Street intersection would be in the order of
10%, which is generally consistent with the 2015 HV percentage on Myall Street in the vicinity
of Ferrells Road (8.49%).
Site: Lot 3 Taylor Court, Cooroy 13
Reference: 16BRT0201
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