RFI - Traffic Engineering Report

N – North, S – South, E – East, W – West


9.1.2       Analysis Conclusions
The analysis indicates that the roundabout is expected to operate at suitable levels at the 2034 design year,
with development traffic included, with a worst-case DOS 51.0% (less than 85.0%, operational capacity of
roundabout) and overall LOS A. The addition of the development traffic has no notable impact to key
operational metrics, with minor change to average intersection delay and at most an increase in queuing of
5m (equivalent to 1 vehicle).

Based on this assessment, the proposed development is considered to have no adverse impact on the
operations of this roundabout.

9.2         Analysis of Grant Street / Noosa Drive / Sunshine Beach Road
Figure 9-2 shows the configuration of the Grant Street / Noosa Drive / Sunshine Beach Road adopted in the
SIDRA analysis. All default SIDRA inputs were used for the analysis.




Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex                                            30
Reference: 22BRT022 RP01_1