Attachment 4- Traffic Impact Assessment

                                                                               21 November 2023
                                                                      SLR Project No.: 620.V30926
Stockwell Development Group Pty Ltd                    SLR Ref No.: 620.V30926-R01 VMU TIA v1.0
Noosa Village Mixed Use Development                                                20231121.docx


Figure 20 I5: Hofmann Drive / Main Street – Existing and SIDRA Assessed Form




Table 33 I5: Hofmann Drive / Main Street – SIDRA Outputs
                        Weekday PM Peak                       Saturday Midday Peak
 Scenario                 Critical Delay    95%tile              Critical Delay     95%tile
                DOS                                    DOS
                               (sec)       Queue (m)                  (sec)        Queue (m)
Baseline
2023            0.05            10             2       0.05            10               2
2026            0.08            10             3       0.06            10               2
2036            0.28            11            13       0.07            10               3
Baseline with Development
2026            0.24            11            11       0.18            11               7
2036            0.43            12            23       0.18            11               7

The results of the analysis summarised in Table 33 shows that the existing intersection form
is expected to perform well within the adopted performance thresholds for all assessed
scenarios.




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