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Traffic Report
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MOVEMENT SUMMARY
Site: 101 [1_Grant St_Noosa Dr_Sunshine Rd - Existing 2022
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 veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 178 11 187 6.2 0.211 6.5 LOS A 1.3 9.8 0.60 0.64 0.60 50.6
2 T1 9 0 9 0.0 0.211 6.3 LOS A 1.3 9.8 0.60 0.64 0.60 55.2
3 R2 302 14 318 4.6 0.303 11.0 LOS B 2.2 15.8 0.61 0.70 0.61 51.2
3u U 48 1 51 2.1 0.303 13.1 LOS B 2.2 15.8 0.61 0.70 0.61 52.3
Approach 537 26 565 4.8 0.303 9.6 LOS A 2.2 15.8 0.61 0.68 0.61 51.2
East: Noosa Drive (E)
4 L2 215 11 226 5.1 0.230 6.4 LOS A 1.6 11.5 0.63 0.64 0.63 53.5
5 T1 208 6 219 2.9 0.199 5.8 LOS A 1.4 10.0 0.60 0.58 0.60 51.6
6 R2 7 0 7 0.0 0.199 10.8 LOS B 1.4 10.0 0.60 0.58 0.60 54.3
6u U 12 0 13 0.0 0.199 13.0 LOS B 1.4 10.0 0.60 0.58 0.60 55.4
Approach 442 17 465 3.8 0.230 6.4 LOS A 1.6 11.5 0.61 0.61 0.61 52.8
North: Grant Street (N)
7 L2 3 0 3 0.0 0.120 10.8 LOS B 0.8 5.7 0.84 0.80 0.84 48.7
8 T1 25 0 26 0.0 0.120 11.0 LOS B 0.8 5.7 0.84 0.80 0.84 49.8
9 R2 41 0 43 0.0 0.120 16.1 LOS B 0.8 5.7 0.84 0.80 0.84 46.5
9u U 1 0 1 0.0 0.120 18.3 LOS B 0.8 5.7 0.84 0.80 0.84 50.9
Approach 70 0 74 0.0 0.120 14.1 LOS B 0.8 5.7 0.84 0.80 0.84 48.0
West: Noosa Drive (W)
10 L2 27 0 28 0.0 0.225 5.7 LOS A 1.6 11.3 0.62 0.58 0.62 50.3
11 T1 226 8 238 3.5 0.225 5.8 LOS A 1.6 11.3 0.62 0.58 0.62 52.2
12 R2 147 4 155 2.7 0.249 11.4 LOS B 1.7 12.0 0.64 0.73 0.64 47.8
12u U 85 2 89 2.4 0.249 13.6 LOS B 1.7 12.0 0.64 0.73 0.64 43.0
Approach 485 14 511 2.9 0.249 8.9 LOS A 1.7 12.0 0.63 0.65 0.63 49.4
All 1534 57 1615 3.7 0.303 8.6 LOS A 2.2 15.8 0.63 0.66 0.63 51.1
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 4:17:33 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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