SARA RFI - Traffic Engineering Report

MOVEMENT SUMMARY
   Site: 101 [4_Grant St_Noosa Dr_Sunshine Rd - Base+dev
2024 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     182         6.2   192       6.2      0.234        6.7   LOS A       1.5     11.0       0.64      0.66     0.64    50.3
 2      T1      21         0.0    22       0.0      0.234        6.5   LOS A       1.5     11.0       0.64      0.66     0.64    55.0
 3      R2     309         4.6   325       4.6      0.318       11.2 LOS B         2.3     16.9       0.65      0.72     0.65    51.1
 3u     U       49         2.1    52       2.1      0.318      13.3 LOS B          2.3     16.9       0.65      0.72     0.65    52.2
 Approach      561         4.7   591       4.7      0.318        9.8   LOS A       2.3     16.9       0.64      0.70     0.64    51.2

 East: Noosa Drive (E)
 4      L2     220         5.1   232       5.1      0.246        6.8   LOS A       1.7     12.4       0.66      0.67     0.66    53.4
 5      T1     213         2.9   224       2.9      0.220        6.0   LOS A       1.6     11.3       0.63      0.61     0.63    51.3
 6      R2      19         0.0    20       0.0      0.220       11.1 LOS B         1.6     11.3       0.63      0.61     0.63    54.0
 6u     U       12         0.0    13       0.0      0.220      13.3 LOS B          1.6     11.3       0.63      0.61     0.63    55.1
 Approach      464         3.8   488       3.8      0.246        6.8   LOS A       1.7     12.4       0.65      0.64     0.65    52.6

 North: Grant Street (N)
 7      L2      18         0.0    19       0.0      0.202       11.5 LOS B         1.4     10.0       0.87      0.85     0.87    48.6
 8      T1      41         0.0    43       0.0      0.202       11.7 LOS B         1.4     10.0       0.87      0.85     0.87    49.7
 9      R2      55         0.0    58       0.0      0.202      16.8 LOS B          1.4     10.0       0.87      0.85     0.87    46.3
 9u     U       1          0.0     1       0.0      0.202      19.0 LOS B          1.4     10.0       0.87      0.85     0.87    50.8
 Approach      115         0.0   121       0.0      0.202      14.2 LOS B          1.4     10.0       0.87      0.85     0.87    48.2

 West: Noosa Drive (W)
 10     L2      52         0.0    55       0.0      0.257        6.0   LOS A       1.8     13.2       0.65      0.61     0.65    50.2
 11     T1     231         3.5   243       3.5      0.257        6.0   LOS A       1.8     13.2       0.65      0.61     0.65    52.1
 12     R2     151         2.7   159       2.7      0.265       11.7 LOS B         1.8     12.8       0.67      0.75     0.67    47.7
 12u    U       87         2.4    92       2.4      0.265      13.9 LOS B          1.8     12.8       0.67      0.75     0.67    42.9
 Approach      521         2.8   548       2.8      0.265        9.0   LOS A       1.8     13.2       0.66      0.67     0.66    49.3

 All          1661         3.5   1748      3.5      0.318        9.0   LOS A       2.3     16.9       0.66      0.69     0.66    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 1:44:26 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