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Traffic Report
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MOVEMENT SUMMARY
Site: 101 [11_Grant St_Noosa Dr_Sunshine Rd - Existing
2022 PM Peak (Weekend) (Site Folder: Site 2)]
New Site
Site Category: (None)
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 veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 234 1 246 0.4 0.258 6.0 LOS A 1.7 12.2 0.59 0.62 0.59 51.2
2 T1 18 0 19 0.0 0.258 6.0 LOS A 1.7 12.2 0.59 0.62 0.59 55.2
3 R2 325 10 342 3.1 0.316 10.7 LOS B 2.3 16.8 0.60 0.69 0.60 51.3
3u U 53 1 56 1.9 0.316 12.9 LOS B 2.3 16.8 0.60 0.69 0.60 52.4
Approach 630 12 663 1.9 0.316 9.0 LOS A 2.3 16.8 0.60 0.66 0.60 51.5
East: Noosa Drive (E)
4 L2 354 10 373 2.8 0.306 5.8 LOS A 2.4 16.9 0.63 0.62 0.63 53.6
5 T1 224 4 236 1.8 0.253 6.3 LOS A 1.8 12.7 0.63 0.62 0.63 51.6
6 R2 4 1 4 25.0 0.253 12.2 LOS B 1.8 12.7 0.63 0.62 0.63 53.2
6u U 8 0 8 0.0 0.253 13.6 LOS B 1.8 12.7 0.63 0.62 0.63 55.3
Approach 590 15 621 2.5 0.306 6.2 LOS A 2.4 16.9 0.63 0.62 0.63 53.0
North: Grant Street (N)
7 L2 5 0 5 0.0 0.064 11.8 LOS B 0.4 3.1 0.86 0.78 0.86 48.1
8 T1 10 0 11 0.0 0.064 12.1 LOS B 0.4 3.1 0.86 0.78 0.86 49.2
9 R2 18 0 19 0.0 0.064 17.1 LOS B 0.4 3.1 0.86 0.78 0.86 45.7
9u U 1 0 1 0.0 0.064 19.3 LOS B 0.4 3.1 0.86 0.78 0.86 50.3
Approach 34 0 36 0.0 0.064 14.9 LOS B 0.4 3.1 0.86 0.78 0.86 47.5
West: Noosa Drive (W)
10 L2 25 0 26 0.0 0.269 6.0 LOS A 1.9 13.7 0.65 0.60 0.65 50.1
11 T1 276 3 291 1.1 0.269 6.0 LOS A 1.9 13.7 0.65 0.60 0.65 52.0
12 R2 186 0 196 0.0 0.269 11.6 LOS B 1.8 12.8 0.66 0.75 0.66 48.0
12u U 58 2 61 3.4 0.269 14.0 LOS B 1.8 12.8 0.66 0.75 0.66 43.0
Approach 545 5 574 0.9 0.269 8.8 LOS A 1.9 13.7 0.66 0.67 0.66 49.7
All 1799 32 1894 1.8 0.316 8.1 LOS A 2.4 16.9 0.63 0.65 0.63 51.5
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
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: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Thursday, 25 August 2022 4:18:58 AM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
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