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

MOVEMENT SUMMARY
  Site: 101 [Weyba Road_Mary Street - Base 2025 PM Peak
(Weekend) (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         215 0.0      215 0.0      0.272     7.7    LOS A         1.9      13.5      0.81     0.69      0.81      52.4
 2       T1 All MCs         297 0.0      297 0.0      0.546     8.2    LOS A         5.7      39.9      0.93     0.77      1.03      49.8
 3b      R3 All MCs         288 0.0      288 0.0      0.546    15.6    LOS B         5.7      39.9      0.93     0.77      1.03      49.0
 3u       U     All MCs        3 0.0        3 0.0     0.546    16.8    LOS B         5.7      39.9      0.93     0.77      1.03      49.0
 Approach                   803 0.0      803 0.0      0.546    10.7    LOS B         5.7      39.9      0.89     0.75      0.97      50.2

 SouthEast: Weyba Road
 21b     L3 All MCs         285 0.0      285 0.0      0.169     3.0    LOS A         0.0       0.0      0.00     0.44      0.00      56.0
 21a     L1 All MCs         437 0.0      437 0.0      0.436     5.0    LOS A         3.6      25.4      0.73     0.59      0.73      52.7
 23a     R1 All MCs         131 0.0      131 0.0      0.436    10.3    LOS B         3.6      25.4      0.73     0.59      0.73      51.8
 23u      U     All MCs        1 0.0        1 0.0     0.436    14.0    LOS B         3.6      25.4      0.73     0.59      0.73      51.8
 Approach                   854 0.0      854 0.0      0.436     5.2    LOS A         3.6      25.4      0.49     0.54      0.49      53.6

 North: Weyba Road
 7a      L1 All MCs         137 0.0      137 0.0      0.262    11.1    LOS B         1.7       11.8     0.85     0.76      0.85      51.9
 8       T1 All MCs         178 0.0      178 0.0      0.458     9.6    LOS A         3.9      27.6      0.94     0.81      1.03      49.8
 9       R2 All MCs         144 0.0      144 0.0      0.458    15.7    LOS B         3.9      27.6      0.94     0.81      1.03      49.0
 9u       U     All MCs        4 0.0        4 0.0     0.458    18.2    LOS B         3.9      27.6      0.94     0.81      1.03      49.0
 Approach                   463 0.0      463 0.0      0.458    12.0    LOS B         3.9      27.6      0.92     0.79      0.98      50.1

 West: Mary Street
 10      L2 All MCs         197 0.0      197 0.0      0.261     7.6    LOS A         1.9      13.3      0.83     0.70      0.83      52.5
 12a     R1 All MCs         461 0.0      461 0.0      0.606    14.1    LOS B         7.2      50.5      0.98     0.82      1.16      47.9
 12      R2 All MCs         152 0.0      152 0.0      0.606    15.3    LOS B         7.2      50.5      0.98     0.82      1.16      47.9
 12u      U     All MCs      11 0.0        11 0.0     0.606    17.8    LOS B         7.2      50.5      0.98     0.82      1.16      47.9
 Approach                   820 0.0      820 0.0      0.606    12.8    LOS B         7.2      50.5      0.95     0.79      1.08      48.9

 All Vehicles              2940 0.0 2940 0.0          0.606     9.9    LOS A         7.2      50.5      0.79     0.71      0.86      50.7

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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