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

MOVEMENT SUMMARY
  Site: 101 [Weyba Road_Mary Street - Base 2025 AM 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         269 0.0      269 0.0      0.373     8.6    LOS A         2.8      19.8      0.88     0.73      0.88      51.8
 2       T1 All MCs         253 0.0      253 0.0      0.512     8.3    LOS A         5.2      36.4      0.96     0.77      1.04      49.7
 3b      R3 All MCs         253 0.0      253 0.0      0.512    15.7    LOS B         5.2      36.4      0.96     0.77      1.04      48.9
 3u       U     All MCs        4 0.0        4 0.0     0.512    16.9    LOS B         5.2      36.4      0.96     0.77      1.04      48.9
 Approach                   779 0.0      779 0.0      0.512    10.9    LOS B         5.2      36.4      0.93     0.75      0.98      50.1

 SouthEast: Weyba Road
 21b     L3 All MCs         328 0.0      328 0.0      0.195     3.0    LOS A         0.0       0.0      0.00     0.44      0.00      56.0
 21a     L1 All MCs         499 0.0      499 0.0      0.499     5.2    LOS A         4.4      30.9      0.78     0.61      0.78      52.5
 23a     R1 All MCs         137 0.0      137 0.0      0.499    10.5    LOS B         4.4      30.9      0.78     0.61      0.78      51.6
 23u      U     All MCs        3 0.0        3 0.0     0.499    14.2    LOS B         4.4      30.9      0.78     0.61      0.78      51.6
 Approach                   967 0.0      967 0.0      0.499     5.3    LOS A         4.4      30.9      0.52     0.55      0.52      53.5

 North: Weyba Road
 7a      L1 All MCs         101 0.0      101 0.0      0.218    11.8    LOS B         1.3       9.4      0.85     0.77      0.85      51.4
 8       T1 All MCs         229 0.0      229 0.0      0.521    11.3    LOS B         4.9      34.6      0.98     0.86      1.15      49.1
 9       R2 All MCs         122 0.0      122 0.0      0.521    17.4    LOS B         4.9      34.6      0.98     0.86      1.15      48.4
 9u       U     All MCs        6 0.0        6 0.0     0.521    19.9    LOS B         4.9      34.6      0.98     0.86      1.15      48.4
 Approach                   459 0.0      459 0.0      0.521    13.1    LOS B         4.9      34.6      0.95     0.84      1.09      49.4

 West: Mary Street
 10      L2 All MCs         158 0.0      158 0.0      0.196     6.9    LOS A         1.4       9.5      0.77     0.66      0.77      52.9
 12a     R1 All MCs         540 0.0      540 0.0      0.614    13.3    LOS B         7.2      50.5      0.95     0.80       1.11     48.3
 12      R2 All MCs         118 0.0      118 0.0      0.614    14.5    LOS B         7.2      50.5      0.95     0.80       1.11     48.3
 12u      U     All MCs      21 0.0       21 0.0      0.614    17.0    LOS B         7.2      50.5      0.95     0.80       1.11     48.3
 Approach                   837 0.0      837 0.0      0.614    12.4    LOS B         7.2      50.5      0.91     0.78      1.04      49.1

 All Vehicles              3042 0.0 3042 0.0          0.614     9.8    LOS A         7.2      50.5      0.80     0.71      0.87      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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