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Traffic Report
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MOVEMENT SUMMARY
Site: 101 [6_Grant St_Noosa Dr_Sunshine Rd - Existing 2022
PM Peak (Weekday) (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 237 2 249 0.8 0.303 7.1 LOS A 2.1 15.1 0.72 0.72 0.72 50.4
2 T1 19 0 20 0.0 0.303 7.1 LOS A 2.1 15.1 0.72 0.72 0.72 54.6
3 R2 320 10 337 3.1 0.354 11.6 LOS B 2.8 19.9 0.73 0.75 0.73 50.9
3u U 53 1 56 1.9 0.354 13.8 LOS B 2.8 19.9 0.73 0.75 0.73 51.9
Approach 629 13 662 2.1 0.354 10.0 LOS A 2.8 19.9 0.72 0.74 0.72 51.0
East: Noosa Drive (E)
4 L2 430 10 453 2.3 0.402 6.6 LOS A 3.3 23.8 0.75 0.70 0.75 53.2
5 T1 308 5 324 1.6 0.394 7.4 LOS A 3.0 21.6 0.76 0.73 0.76 50.6
6 R2 10 0 11 0.0 0.394 12.5 LOS B 3.0 21.6 0.76 0.73 0.76 53.4
6u U 22 0 23 0.0 0.394 14.7 LOS B 3.0 21.6 0.76 0.73 0.76 54.5
Approach 770 15 811 1.9 0.402 7.3 LOS A 3.3 23.8 0.75 0.71 0.75 52.4
North: Grant Street (N)
7 L2 8 0 8 0.0 0.113 12.8 LOS B 0.8 5.6 0.89 0.83 0.89 48.0
8 T1 25 0 26 0.0 0.113 13.0 LOS B 0.8 5.6 0.89 0.83 0.89 49.1
9 R2 22 1 23 4.5 0.113 18.4 LOS B 0.8 5.6 0.89 0.83 0.89 45.1
9u U 1 0 1 0.0 0.113 20.3 LOS C 0.8 5.6 0.89 0.83 0.89 50.1
Approach 56 1 59 1.8 0.113 15.3 LOS B 0.8 5.6 0.89 0.83 0.89 47.6
West: Noosa Drive (W)
10 L2 23 0 24 0.0 0.286 6.8 LOS A 2.0 14.2 0.69 0.68 0.69 49.9
11 T1 227 6 239 2.6 0.286 6.8 LOS A 2.0 14.2 0.69 0.68 0.69 51.7
12 R2 232 0 244 0.0 0.291 11.2 LOS B 2.2 15.3 0.68 0.73 0.68 47.9
12u U 88 1 93 1.1 0.291 13.4 LOS B 2.2 15.3 0.68 0.73 0.68 43.2
Approach 570 7 600 1.2 0.291 9.6 LOS A 2.2 15.3 0.68 0.71 0.68 49.0
All 2025 36 2132 1.8 0.402 9.0 LOS A 3.3 23.8 0.73 0.72 0.73 50.9
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 4:18:25 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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