Original source · versioned page text
Traffic Report
Very large file: it may take a few minutes
The original of this document is very large (24.2 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
MOVEMENT SUMMARY
Site: 101 [12_Grant St_Noosa Dr_Sunshine Rd - Base 2024
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 % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 240 0.4 253 0.4 0.265 6.1 LOS A 1.8 12.6 0.60 0.63 0.60 51.1
2 T1 18 0.0 19 0.0 0.265 6.0 LOS A 1.8 12.6 0.60 0.63 0.60 55.2
3 R2 333 3.1 351 3.1 0.326 10.7 LOS B 2.4 17.4 0.61 0.69 0.61 51.3
3u U 54 1.9 57 1.9 0.326 12.9 LOS B 2.4 17.4 0.61 0.69 0.61 52.3
Approach 645 1.9 679 1.9 0.326 9.1 LOS A 2.4 17.4 0.61 0.67 0.61 51.5
East: Noosa Drive (E)
4 L2 363 2.8 382 2.8 0.315 5.9 LOS A 2.5 17.6 0.64 0.63 0.64 53.6
5 T1 229 1.8 241 1.8 0.261 6.4 LOS A 1.8 13.1 0.64 0.62 0.64 51.6
6 R2 4 25.0 4 25.0 0.261 12.3 LOS B 1.8 13.1 0.64 0.62 0.64 53.2
6u U 8 0.0 8 0.0 0.261 13.6 LOS B 1.8 13.1 0.64 0.62 0.64 55.3
Approach 604 2.5 636 2.5 0.315 6.2 LOS A 2.5 17.6 0.64 0.63 0.64 53.0
North: Grant Street (N)
7 L2 5 0.0 5 0.0 0.066 12.3 LOS B 0.5 3.2 0.87 0.78 0.87 47.9
8 T1 10 0.0 11 0.0 0.066 12.5 LOS B 0.5 3.2 0.87 0.78 0.87 49.0
9 R2 18 0.0 19 0.0 0.066 17.5 LOS B 0.5 3.2 0.87 0.78 0.87 45.4
9u U 1 0.0 1 0.0 0.066 19.7 LOS B 0.5 3.2 0.87 0.78 0.87 50.0
Approach 34 0.0 36 0.0 0.066 15.3 LOS B 0.5 3.2 0.87 0.78 0.87 47.2
West: Noosa Drive (W)
10 L2 26 0.0 27 0.0 0.278 6.1 LOS A 2.0 14.3 0.66 0.61 0.66 50.1
11 T1 283 1.1 298 1.1 0.278 6.1 LOS A 2.0 14.3 0.66 0.61 0.66 51.9
12 R2 190 0.0 200 0.0 0.277 11.7 LOS B 1.9 13.3 0.67 0.76 0.67 48.0
12u U 59 3.4 62 3.4 0.277 14.1 LOS B 1.9 13.3 0.67 0.76 0.67 43.0
Approach 558 0.9 587 0.9 0.278 8.8 LOS A 2.0 14.3 0.67 0.67 0.67 49.7
All 1841 1.8 1938 1.8 0.326 8.2 LOS A 2.5 17.6 0.64 0.66 0.64 51.4
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 4:26:42 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
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.