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SARA RFI - Traffic Engineering Report
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Table 9-1: Summary of Sidra Outputs (Noosa Drive and Coral Tree Avenue Roundabout)
Scenario DOS Average Delay LOS 95th Percentile Critical Queue (m)
Overall Worst Movement Overall Worst Noosa Drive Coral Tree Ave Noosa Dr
Movement (E) (N) (W)
Weekday - AM Peak Hour
2022 Survey 32.1% 5.1 sec 13.7 sec A B 18.1m 1.8m 17.5m
(U-turn Noosa Dr
W)
2024 Base 32.9% 5.2 sec 13.7 sec A B 18.8m 1.9m 18.1m
(U-turn Noosa Dr
W)
2034 Base 37.5% 5.2 sec 14.0 sec A B 22.4m 2.3m 21.7m
(U-turn Noosa Dr
W)
2024 Base + 34.7% 5.1 sec 13.7 sec A B 19.6m 2.0m 19.4m
Development (U-turn Noosa Dr
W)
2034 Base + 39.2% 5.2 sec 14.0 sec A B 23.3m 2.4m 23.2m
Development (U-turn Noosa Dr
W)
Weekday - PM Peak Hour
2022 Survey 41.8% 5.1 sec 12.0 sec A B 29.1m 1.0m 17.7m
(U-turn Noosa Dr
W)
2024 Base 42.7% 5.1 sec 12.1 sec A B 30.2m 1.1m 18.3m
(U-turn Noosa Dr
W)
2034 Base 48.3% 5.2 sec 12.4 sec A B 37.6m 1.4m 22.1m
(RT Coral Tree Ave
N)
2024 Base + 44.0% 5.1 sec 12.2 sec A B 32.0m 1.1m 20.7m
Development (RT Coral Tree Ave)
2034 Base + 49.6% 5.2 sec 12.7 sec A B 39.6m 1.4m 24.8m
Development (RT Coral Tree Ave
N)
Weekend – PM Peak
2022 Survey 39.8% 4.9 sec 12.4 sec A B 22.3m 1.2m 22.7m
(RT Coral Tree Ave
N)
2024 Base 40.8% 5.0 sec 12.5 sec A B 23.1m 1.2m 23.5m
(RT Coral Tree Ave
N)
2034 Base 46.6% 5.1 sec 13.3 sec A B 28.0m 1.5m 28.8m
(RT Coral Tree Ave
N)
2024 Base + 44.2% 4.9 sec 12.9 sec A B 24.8m 1.3m 26.6m
Development (RT Coral Tree Ave
N)
2034 Base + 51.0% 5.1 sec 13.7 sec A B 30.0m 1.7m 32.4m
Development (RT Coral Tree Ave
N)
RT – Right Turn Movement, Th – Through Movement, LT – Left Turn Movement, UT – U Turn Movement
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 29
Reference: 22BRT022 RP01_1
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