Further Advice Response 17-07-25 22BRT0122_LT01_3 · OPW25/0042

MOVEMENT SUMMARY
  Site: 101 [14_Grant St_Noosa Dr_Sunshine Rd - Base+dev
OP 2025 PM Peak (Weekend) (Site Folder: Site 2)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout


 Vehicle Movement Performance
 Mov    Turn Mov       Demand         Arrival        Deg.    Aver. Level of          95% Back Of       Prop.      Eff.    Aver.    Aver.
 ID          Class        Flows        Flows         Satn    Delay Service              Queue           Que      Stop    No. of   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 All MCs        256 0.4     256 0.4      0.269       6.0    LOS A         1.8      12.8      0.60     0.57      0.60      50.2
 2       T1 All MCs         20 0.0      20 0.0      0.269       6.0    LOS A         1.8      12.8      0.60     0.57      0.60      53.4
 3       R2 All MCs        355 3.1     355 3.1      0.330      10.7    LOS B         2.5      17.7      0.61     0.64      0.61      48.9
 3u       U     All MCs     58 1.9      58 1.9      0.330      12.9    LOS B         2.5      17.7      0.61     0.64      0.61      49.0
 Approach                  688 1.9     688 1.9      0.330       9.0    LOS A         2.5      17.7      0.60     0.61      0.60      49.4

 East: Noosa Drive (E)
 4       L2 All MCs        386 2.8     386 2.8      0.319       5.9    LOS A         2.5      17.8      0.64     0.57      0.64      52.8
 5       T1 All MCs        244 1.8     244 1.8      0.264       6.4    LOS A         1.9      13.3      0.64     0.56      0.64      49.4
 6       R2 All MCs          4 25.0      4 25.0     0.264      12.4    LOS B         1.9      13.3      0.64     0.56      0.64      50.6
 6u       U     All MCs      8 0.0       8 0.0      0.264      13.6    LOS B         1.9      13.3      0.64     0.56      0.64      51.5
 Approach                  643 2.5     643 2.5      0.319       6.2    LOS A         2.5      17.8      0.64     0.57      0.64      51.7

 North: Grant Street (N)
 7       L2 All MCs          5 0.0       5 0.0      0.049      12.4    LOS B         0.3       2.4      0.87     0.76      0.87      47.7
 8       T1 All MCs         11 0.0      11 0.0      0.049      12.6    LOS B         0.3       2.4      0.87     0.76      0.87      47.9
 9       R2 All MCs          9 0.0       9 0.0      0.049      17.7    LOS B         0.3       2.4      0.87     0.76      0.87      43.2
 9u       U     All MCs      1 0.0       1 0.0      0.049      19.9    LOS B         0.3       2.4      0.87     0.76      0.87      47.2
 Approach                   26 0.0      26 0.0      0.049      14.7    LOS B         0.3       2.4      0.87     0.76      0.87      46.4

 West: Noosa Drive (W)
 10      L2 All MCs         38 0.0      38 0.0      0.291       6.1    LOS A         2.1      15.1      0.67     0.57      0.67      49.1
 11      T1 All MCs        301 1.1     301 1.1      0.291       6.1    LOS A         2.1      15.1      0.67     0.57      0.67      49.7
 12      R2 All MCs        203 0.0     203 0.0      0.284      11.8    LOS B         1.9      13.7      0.68     0.69      0.68      45.1
 12u      U     All MCs     63 3.4      63 3.4      0.284      14.2    LOS B         1.9      13.7      0.68     0.69      0.68      37.6
 Approach                  605 0.9     605 0.9      0.291       8.9    LOS A         2.1      15.1      0.67     0.62      0.67      47.0

 All Vehicles             1963 1.8 1963 1.8         0.330       8.1    LOS A         2.5      17.8      0.64     0.60      0.64      49.5

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options 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 (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.

SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:33 AM
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