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F - Traffic Response and Revised Traffic Impact Assessment (17.09.19)

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20 Hofmann Drive, Noosaville | Traffic Impact Assessment


11.4 Eenie Creek Road / Walter Hay Drive
The adopted SIDRA layout for the assessed intersection configuration is illustrated in Figure 11.4.




Figure 11.4 SIDRA Layout – Hofmann Drive / Noosa Civic / Site Access

The SIDRA analysis results are summarised in Table 11.4.

Table 11.4 SIDRA Results – Hofmann Drive / Noosa Civic Access
                                                   Critical
                           Demand                             95th %ile Queue                                                   Acceptable
       Scenario                          DOS      Average
                          (vehs/hr)                                 (m)                                                        Performance
                                                 Delay (sec)
                            Weekend AM Peak Hour (11:15am – 12:15pm)
      2019 Survey           3,122        0.64         12         37m North                                                           ✓
        2020 BG             3,152        0.65         12         38m North                                                           ✓
     2020 BG+DEV            3,397        0.69         13         42m North                                                           ✓
        2030 BG             3,457        0.75         16         52m West                                                            ✓
     2030 BG+DEV            3,701        0.80         19         61m West                                                            ✓
                             Weekday PM Peak Hour (3:00pm – 4:00pm)
      2019 Survey           3,669        0.82         16         63m North                                                         ✓
        2020 BG             3,705        0.83         16         66m North                                                         ✓
     2020 BG+DEV            3,881        0.88         20         78m North                                                         ✓
        2030 BG             4,079        0.96         38        132m North                                                    DOS Exceeded
     2030 BG+DEV            4,256        1.01         59        192m North                                                    DOS Exceeded

The assessment also indicates impacts associated with the development to relatively minimal as
illustrated by the incremental increase in delay.




\\FILE\Projects\BLU0517\01\3. Deliverables\1. Reports\3.RevisedTIA 2019\RevisedTIA_20 Hofmann Drive, Noosaville.docx   Cambray Consulting Pty Ltd
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