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Appendix E- Traffic Impact Statement · MCU23/0078
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MOVEMENT SUMMARY
Site: I2 [I2-2026 BG+DEV-SAT (Site Folder: 2026 BG+DEV)]
620.30326-Noosa Civic Expansion
Prepared by: AC
Reviewed by: BR
Site Category: Future Conditions 1
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Hofmann Drive (S)
1 L2 9 3.0 9 3.0 0.127 4.3 LOS A 0.7 4.7 0.44 0.52 0.44 45.9
2 T1 118 3.0 124 3.0 0.127 5.1 LOS A 0.7 4.7 0.44 0.52 0.44 37.2
3 R2 2 3.0 2 3.0 0.127 10.0 LOS A 0.7 4.7 0.44 0.52 0.44 38.7
3u U 2 3.0 2 3.0 0.127 10.6 LOS A 0.7 4.7 0.44 0.52 0.44 48.1
Approach 131 3.0 138 3.0 0.127 5.2 LOS A 0.7 4.7 0.44 0.52 0.44 38.1
East: Loading Bay Access (E)
4 L2 2 3.0 2 3.0 0.011 1.9 LOS A 0.1 0.4 0.49 0.28 0.49 41.3
5 T1 2 3.0 2 3.0 0.011 1.9 LOS A 0.1 0.4 0.49 0.28 0.49 44.2
6 R2 6 3.0 6 3.0 0.011 1.9 LOS A 0.1 0.4 0.49 0.28 0.49 36.5
Approach 10 3.0 11 3.0 0.011 1.9 LOS A 0.1 0.4 0.49 0.28 0.49 39.7
North: Hofmann Drive (N)
7 L2 8 3.0 8 3.0 0.260 2.0 LOS A 1.6 11.7 0.12 0.29 0.12 26.4
8 T1 119 3.0 125 3.0 0.260 0.1 LOS A 1.6 11.7 0.12 0.29 0.12 39.1
9 R2 254 3.0 267 3.0 0.260 3.0 LOS A 1.6 11.7 0.12 0.29 0.12 40.3
9u U 5 3.0 5 3.0 0.260 3.9 LOS A 1.6 11.7 0.12 0.29 0.12 33.4
Approach 386 3.0 406 3.0 0.260 2.1 LOS A 1.6 11.7 0.12 0.29 0.12 39.7
West: Rene Street (W)
10 L2 325 3.0 342 3.0 0.284 3.6 LOS A 1.8 13.0 0.37 0.48 0.37 39.8
11 T1 2 3.0 2 3.0 0.284 7.4 LOS A 1.8 13.0 0.37 0.48 0.37 40.9
12 R2 7 3.0 7 3.0 0.284 8.1 LOS A 1.8 13.0 0.37 0.48 0.37 48.2
12u U 8 3.0 8 3.0 0.284 9.9 LOS A 1.8 13.0 0.37 0.48 0.37 49.3
Approach 342 3.0 360 3.0 0.284 3.9 LOS A 1.8 13.0 0.37 0.48 0.37 40.3
All 869 3.0 915 3.0 0.284 3.3 LOS A 1.8 13.0 0.27 0.40 0.27 39.7
Vehicles
Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: SLR CONSULTING AUSTRALIA | Licence: NETWORK / 1PC | Processed: Wednesday, 17 May 2023 5:22:10 PM
Project: H:\Projects-SLR\620-BNE\620-BNE\620.30926.00000 Noosa Shopping Centre Expansion\02 Analysis\02. SIDRA\SIDRA-fix\620.30926-
Noosa Expansion SIDRA-v0.6.sip9
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