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Traffic Report
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MOVEMENT SUMMARY
Site: 101 [5_Grant St_Noosa Dr_Sunshine Rd - Base+dev
2034 AM 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 % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 205 6.2 216 6.2 0.277 7.2 LOS A 1.8 13.5 0.69 0.71 0.69 49.8
2 T1 23 0.0 24 0.0 0.277 7.0 LOS A 1.8 13.5 0.69 0.71 0.69 54.6
3 R2 348 4.6 366 4.6 0.375 11.6 LOS B 2.9 20.9 0.71 0.75 0.71 50.9
3u U 55 2.1 58 2.1 0.375 13.7 LOS B 2.9 20.9 0.71 0.75 0.71 52.0
Approach 631 4.7 664 4.7 0.375 10.2 LOS B 2.9 20.9 0.70 0.73 0.70 50.9
East: Noosa Drive (E)
4 L2 248 5.1 261 5.1 0.293 7.3 LOS A 2.1 15.3 0.72 0.71 0.72 53.0
5 T1 240 2.9 253 2.9 0.259 6.4 LOS A 1.9 13.8 0.68 0.65 0.68 50.9
6 R2 21 0.0 22 0.0 0.259 11.4 LOS B 1.9 13.8 0.68 0.65 0.68 53.7
6u U 14 0.0 15 0.0 0.259 13.6 LOS B 1.9 13.8 0.68 0.65 0.68 54.8
Approach 523 3.7 551 3.7 0.293 7.2 LOS A 2.1 15.3 0.70 0.68 0.70 52.3
North: Grant Street (N)
7 L2 20 0.0 21 0.0 0.258 13.7 LOS B 1.9 13.3 0.93 0.91 0.93 47.2
8 T1 45 0.0 47 0.0 0.258 14.0 LOS B 1.9 13.3 0.93 0.91 0.93 48.3
9 R2 61 0.0 64 0.0 0.258 19.0 LOS B 1.9 13.3 0.93 0.91 0.93 44.6
9u U 1 0.0 1 0.0 0.258 21.2 LOS C 1.9 13.3 0.93 0.91 0.93 49.3
Approach 127 0.0 134 0.0 0.258 16.4 LOS B 1.9 13.3 0.93 0.91 0.93 46.6
West: Noosa Drive (W)
10 L2 57 0.0 60 0.0 0.303 6.4 LOS A 2.3 16.3 0.71 0.65 0.71 49.9
11 T1 261 3.5 275 3.5 0.303 6.5 LOS A 2.3 16.3 0.71 0.65 0.71 51.7
12 R2 170 2.7 179 2.7 0.318 12.3 LOS B 2.2 16.0 0.73 0.79 0.73 47.5
12u U 98 2.4 103 2.4 0.318 14.5 LOS B 2.2 16.0 0.73 0.79 0.73 42.6
Approach 586 2.8 617 2.8 0.318 9.5 LOS A 2.3 16.3 0.72 0.71 0.72 49.0
All 1867 3.5 1965 3.5 0.375 9.6 LOS A 2.9 20.9 0.72 0.72 0.72 50.5
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: Friday, 7 October 2022 6:25:31 PM
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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