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Traffic Engineering Report
Attached to the e-mail MCU16/0066 & OPW16/0133 Traffic Reports (3 of 4).
Original PDF page 24, section 1. The text section number identifies this passage in the reader.
Table 7.2: Summary of Sidra Outputs (Holts Road/Taylor Court Intersection)
Case Degree of Highest/ Highest 95th Percentile Critical Queue (m)
Saturation Average Level of
South East North West
Delay Service
2029 AM Base Case 7.5% 6.3/4.9 A 0.0 - 2.9 0.6
2029 AM Project Case 16.1% 7.2/5.4 A 0.0 - 6.6 4.0
2029 PM Base Case 7.5% 6.0/4.8 A 0.0 - 0.9 2.6
2029 PM Project Case 17.1% 6.8/5.4 A 0.0 - 4.4 6.2
Table 7.2 shows the existing intersection layout will suitably cater for projected traffic
volumes, with ample spare capacity. No further analysis or intersection upgrade is required
from a capacity perspective.
7.2.1. Turn Treatments
Austroads Guide to Road Design (Part 4A), has been utilised to address the warrants for turn
treatments. The assessment has been undertaken for the 2029 design year, based on the
development case volumes shown in Appendix D. These volumes are plotted in Figure 7.5,
which is a reproduction of Figure 4.9(a) of the Austroads Guidelines. This figure is used for
determining the warrants of turn treatments for roads less than 100km/h design speed.
Left Turn
Right Turn
Figure 7.5: Holts Road/Taylor Court Turn Warrant Analysis
Figure 7.5 shows that this intersection would require a basic left (BAL) turn treatment and a
BAR treatment. The BAL treatment is provided through the 2.0m wide shoulder on Holts Road.
Site: Lot 3 Taylor Court, Cooroy 23
Reference: 16BRT0201
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