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

MOVEMENT SUMMARY
  Site: 101 [Weyba Road_Mary Street - Exiting 2022 PM Peak
(Weekday) (Site Folder: Site 4)]
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: Reed Street
 1       L2 All MCs         297 0.0      297 0.0      0.419     9.0    LOS A         3.3      23.4      0.91     0.76      0.93      51.4
 2       T1 All MCs         266 0.0      266 0.0      0.549     9.1    LOS A         6.0      42.0      0.98     0.80       1.11     49.4
 3b      R3 All MCs         268 0.0      268 0.0      0.549    16.5    LOS B         6.0      42.0      0.98     0.80       1.11     48.6
 3u       U     All MCs        2 0.0        2 0.0     0.549    17.7    LOS B         6.0      42.0      0.98     0.80       1.11     48.6
 Approach                   834 0.0      834 0.0      0.549    11.5    LOS B         6.0      42.0      0.96     0.78      1.05      49.8

 SouthEast: Weyba Road
 21b     L3 All MCs         347 0.0      347 0.0      0.206     3.1    LOS A         0.0       0.0      0.00     0.44      0.00      56.0
 21a     L1 All MCs         491 0.0      491 0.0      0.526     6.6    LOS A         5.1      35.8      0.88     0.71      0.93      52.1
 23a     R1 All MCs         107 0.0      107 0.0      0.526    11.8    LOS B         5.1      35.8      0.88     0.71      0.93      51.2
 23u      U     All MCs        4 0.0        4 0.0     0.526    15.6    LOS B         5.1      35.8      0.88     0.71      0.93      51.2
 Approach                   949 0.0      949 0.0      0.526     5.9    LOS A         5.1      35.8      0.56     0.61      0.59      53.3

 North: Weyba Road
 7a      L1 All MCs          99 0.0       99 0.0      0.237    12.6    LOS B         1.5      10.4      0.87     0.79      0.87      50.8
 8       T1 All MCs         245 0.0      245 0.0      0.648    16.1    LOS B         7.5      52.5      1.00     1.00      1.40      46.1
 9       R2 All MCs         158 0.0      158 0.0      0.648    22.2    LOS C         7.5      52.5      1.00     1.00      1.40      45.4
 9u       U     All MCs        9 0.0        9 0.0     0.648    24.7    LOS C         7.5      52.5      1.00     1.00      1.40      45.4
 Approach                   512 0.0      512 0.0      0.648    17.5    LOS B         7.5      52.5      0.98     0.96      1.30      46.7

 West: Mary Street
 10      L2 All MCs         206 0.0      206 0.0      0.259     7.1    LOS A         1.9      13.1      0.80     0.68      0.80      52.7
 12a     R1 All MCs         487 0.0      487 0.0      0.656    14.1    LOS B         8.4      59.0      0.98     0.84      1.19      47.8
 12      R2 All MCs         201 0.0      201 0.0      0.656    15.4    LOS B         8.4      59.0      0.98     0.84      1.19      47.8
 12u      U     All MCs      26 0.0       26 0.0      0.656    17.8    LOS B         8.4      59.0      0.98     0.84      1.19      47.8
 Approach                   921 0.0      921 0.0      0.656    12.9    LOS B         8.4      59.0      0.94     0.80       1.11     48.8

 All Vehicles              3216 0.0 3216 0.0          0.656    11.2    LOS B         8.4      59.0      0.84     0.77      0.97      49.9

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, 15 July 2025 3:40:18 PM
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