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

MOVEMENT SUMMARY
  Site: 101 [Weyba Road_Mary Street - Exiting 2022 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         260 0.0      260 0.0      0.346     8.2    LOS A         2.6      18.0      0.85     0.72      0.85      52.0
 2       T1 All MCs         244 0.0      244 0.0      0.477     7.5    LOS A         4.5      31.2      0.92     0.73      0.94      50.0
 3b      R3 All MCs         244 0.0      244 0.0      0.477    14.8    LOS B         4.5      31.2      0.92     0.73      0.94      49.3
 3u       U     All MCs        4 0.0        4 0.0     0.477    16.1    LOS B         4.5      31.2      0.92     0.73      0.94      49.3
 Approach                   753 0.0      753 0.0      0.477    10.2    LOS B         4.5      31.2      0.90     0.73      0.91      50.4

 SouthEast: Weyba Road
 21b     L3 All MCs         317 0.0      317 0.0      0.188     3.0    LOS A         0.0       0.0      0.00     0.44      0.00      56.0
 21a     L1 All MCs         481 0.0      481 0.0      0.473     5.1    LOS A         4.1      28.5      0.75     0.60      0.75      52.6
 23a     R1 All MCs         132 0.0      132 0.0      0.473    10.3    LOS B         4.1      28.5      0.75     0.60      0.75      51.7
 23u      U     All MCs        3 0.0        3 0.0     0.473    14.0    LOS B         4.1      28.5      0.75     0.60      0.75      51.7
 Approach                   933 0.0      933 0.0      0.473     5.2    LOS A         4.1      28.5      0.50     0.54      0.50      53.6

 North: Weyba Road
 7a      L1 All MCs          98 0.0       98 0.0      0.201    11.2    LOS B         1.2       8.5      0.82     0.75      0.82      51.8
 8       T1 All MCs         221 0.0      221 0.0      0.477     9.8    LOS A         4.2      29.3      0.94     0.82      1.05      50.0
 9       R2 All MCs         118 0.0      118 0.0      0.477    16.0    LOS B         4.2      29.3      0.94     0.82      1.05      49.2
 9u       U     All MCs        6 0.0        6 0.0     0.477    18.4    LOS B         4.2      29.3      0.94     0.82      1.05      49.2
 Approach                   443 0.0      443 0.0      0.477    11.9    LOS B         4.2      29.3      0.92     0.80      1.00      50.2

 West: Mary Street
 10      L2 All MCs         153 0.0      153 0.0      0.185     6.8    LOS A         1.2       8.7      0.74     0.65      0.74      52.9
 12a     R1 All MCs         521 0.0      521 0.0      0.576    12.4    LOS B         6.2      43.6      0.91     0.77      1.01      48.7
 12      R2 All MCs         114 0.0      114 0.0      0.576    13.7    LOS B         6.2      43.6      0.91     0.77      1.01      48.7
 12u      U     All MCs      20 0.0       20 0.0      0.576    16.2    LOS B         6.2      43.6      0.91     0.77      1.01      48.7
 Approach                   807 0.0      807 0.0      0.576    11.6    LOS B         6.2      43.6      0.88     0.75      0.96      49.4

 All Vehicles              2936 0.0 2936 0.0          0.576     9.2    LOS A         6.2      43.6      0.77     0.68      0.81      51.0

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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