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34 Elm St - Traffic Assessment - Rev C

Attached to the e-mail MCU18/0158 - 34 Elm St - revised traffic assessment report.

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34 Elm St, Cooroy




Figure 3 – Sight Distance to the east

There is generally clear sight lines to the west as shown in Figure 4 below.




Figure 4 – Sight Distance to the west

2.2      Sight Distances Requirements – General Information
This sight distance assessment includes the Safe Intersection Sight Distance (SISD) and the
Minimum Gap Sight Distance (MGSD) in accordance with Austroads, and the minimum Stopping
Sight Distance (SSD) as described in AS2890.1.

2.3      Design Parameters
Based on Austroads Guide to Road Design Part 3 Section 5.2.2 a reaction time of 2.0 seconds has
been adopted and is considered to be a reasonable reaction time for the Opal St environment.

360 Civil Consulting - Traffic Assessment                                        Page 6 of 13
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