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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 | Page 29
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