RFI - Traffic Engineering Report

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: 21 June, 2023 1:44:29 PM
Project: L:\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122-
Serenity Close-Rev C.sip9