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 [14_Grant St_Noosa Dr_Sunshine Rd - Base+dev
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 0.313 6.6 LOS A 2.2 15.4 0.67 0.68 0.67 50.7
2 T1 48 0.0 51 0.0 0.313 6.6 LOS A 2.2 15.4 0.67 0.68 0.67 54.8
3 R2 333 3.1 351 3.1 0.345 11.2 LOS B 2.6 18.8 0.67 0.72 0.67 51.1
3u U 54 1.9 57 1.9 0.345 13.3 LOS B 2.6 18.8 0.67 0.72 0.67 52.1
Approach 675 1.8 711 1.8 0.345 9.4 LOS A 2.6 18.8 0.67 0.70 0.67 51.4
East: Noosa Drive (E)
4 L2 363 2.8 382 2.8 0.334 6.4 LOS A 2.6 18.6 0.69 0.67 0.69 53.4
5 T1 229 1.8 241 1.8 0.316 7.1 LOS A 2.3 16.5 0.71 0.70 0.71 50.8
6 R2 34 25.0 36 25.0 0.316 13.1 LOS B 2.3 16.5 0.71 0.70 0.71 52.6
6u U 8 0.0 8 0.0 0.316 14.3 LOS B 2.3 16.5 0.71 0.70 0.71 54.7
Approach 634 3.6 667 3.6 0.334 7.1 LOS A 2.6 18.6 0.70 0.68 0.70 52.6
North: Grant Street (N)
7 L2 43 0.0 45 0.0 0.282 13.3 LOS B 2.1 14.6 0.93 0.91 0.93 47.8
8 T1 48 0.0 51 0.0 0.282 13.5 LOS B 2.1 14.6 0.93 0.91 0.93 48.9
9 R2 51 0.0 54 0.0 0.282 18.6 LOS B 2.1 14.6 0.93 0.91 0.93 45.3
9u U 1 0.0 1 0.0 0.282 20.8 LOS C 2.1 14.6 0.93 0.91 0.93 50.0
Approach 143 0.0 151 0.0 0.282 15.3 LOS B 2.1 14.6 0.93 0.91 0.93 47.5
West: Noosa Drive (W)
10 L2 86 0.0 91 0.0 0.350 6.6 LOS A 2.7 19.0 0.73 0.67 0.73 49.8
11 T1 283 1.1 298 1.1 0.350 6.6 LOS A 2.7 19.0 0.73 0.67 0.73 51.7
12 R2 190 0.0 200 0.0 0.301 12.4 LOS B 2.1 14.6 0.72 0.79 0.72 47.7
12u U 59 3.4 62 3.4 0.301 14.7 LOS B 2.1 14.6 0.72 0.79 0.72 42.5
Approach 618 0.8 651 0.8 0.350 9.2 LOS A 2.7 19.0 0.73 0.72 0.73 49.4
All 2070 1.9 2179 1.9 0.350 9.0 LOS A 2.7 19.0 0.71 0.72 0.71 51.0
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 6:29:07 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
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.