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

MOVEMENT SUMMARY
   Site: 101 [9_Grant St_Noosa Dr_Sunshine Rd - Base+dev OP
2025 PM Peak (Weekday) (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        259 0.8     259 0.8      0.326       7.4    LOS A         2.3      16.4      0.75     0.66      0.75      49.2
 2       T1 All MCs         21 0.0      21 0.0      0.326       7.4    LOS A         2.3      16.4      0.75     0.66      0.75      52.6
 3       R2 All MCs        349 3.1     349 3.1      0.378      11.9    LOS B         3.0      21.6      0.76     0.68      0.76      48.5
 3u       U     All MCs     58 1.9      58 1.9      0.378      14.0    LOS B         3.0      21.6      0.76     0.68      0.76      48.5
 Approach                  687 2.1     687 2.1      0.378      10.2    LOS B         3.0      21.6      0.75     0.67      0.75      48.8

 East: Noosa Drive (E)
 4       L2 All MCs        469 2.3     469 2.3      0.429       6.9    LOS A         3.6      25.7      0.78     0.64      0.78      52.4
 5       T1 All MCs        336 1.6     336 1.6      0.422       7.8    LOS A         3.3      23.3      0.79     0.65      0.79      48.3
 6       R2 All MCs         11 0.0      11 0.0      0.422      12.8    LOS B         3.3      23.3      0.79     0.65      0.79      50.7
 6u       U     All MCs     24 0.0      24 0.0      0.422      15.0    LOS B         3.3      23.3      0.79     0.65      0.79      50.7
 Approach                  840 1.9     840 1.9      0.429       7.6    LOS A         3.6      25.7      0.78     0.65      0.78      50.9

 North: Grant Street (N)
 7       L2 All MCs          8 0.0       8 0.0      0.146      13.7    LOS B         1.0       7.4      0.91     0.79      0.91      46.6
 8       T1 All MCs         27 0.0      27 0.0      0.146      13.9    LOS B         1.0       7.4      0.91     0.79      0.91      46.8
 9       R2 All MCs         35 4.5      35 4.5      0.146      19.4    LOS B         1.0       7.4      0.91     0.79      0.91      41.6
 9u       U     All MCs      1 0.0       1 0.0      0.146      21.2    LOS C         1.0       7.4      0.91     0.79      0.91      46.2
 Approach                   72 2.2      72 2.2      0.146      16.7    LOS B         1.0       7.4      0.91     0.79      0.91      44.6

 West: Noosa Drive (W)
 10      L2 All MCs         36 0.0      36 0.0      0.314       6.9    LOS A         2.2      15.8      0.72     0.62      0.72      48.9
 11      T1 All MCs        247 2.6     247 2.6      0.314       7.0    LOS A         2.2      15.8      0.72     0.62      0.72      49.3
 12      R2 All MCs        253 0.0     253 0.0      0.306      11.3    LOS B         2.3      16.3      0.70     0.67      0.70      45.0
 12u      U     All MCs     96 1.1      96 1.1      0.306      13.5    LOS B         2.3      16.3      0.70     0.67      0.70      37.7
 Approach                  632 1.2     632 1.2      0.314       9.7    LOS A         2.3      16.3      0.71     0.65      0.71      46.0

 All Vehicles             2231 1.8 2231 1.8         0.429       9.3    LOS A         3.6      25.7      0.76     0.66      0.76      48.8

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
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