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

MOVEMENT SUMMARY
  Site: 101 [Weyba Road_Mary Street - Base+dev OP 2025 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         307 0.0      307 0.0      0.453    10.0    LOS B         3.8      26.9      0.94     0.79      1.01      50.7
 2       T1 All MCs         276 0.0      276 0.0      0.602    10.7    LOS B         7.3      51.3      1.00     0.87      1.22      48.6
 3b      R3 All MCs         288 0.0      288 0.0      0.602    18.1    LOS B         7.3      51.3      1.00     0.87      1.22      47.9
 3u       U     All MCs        2 0.0        2 0.0     0.602    19.3    LOS B         7.3      51.3      1.00     0.87      1.22      47.9
 Approach                   874 0.0      874 0.0      0.602    12.9    LOS B         7.3      51.3      0.98     0.84      1.15      49.1

 SouthEast: Weyba Road
 21b     L3 All MCs         371 0.0      371 0.0      0.220     3.1    LOS A         0.0       0.0      0.00     0.44      0.00      56.0
 21a     L1 All MCs         508 0.0      508 0.0      0.556     7.3    LOS A         5.8      40.6      0.91     0.74      1.00      51.9
 23a     R1 All MCs         112 0.0      112 0.0      0.556    12.5    LOS B         5.8      40.6      0.91     0.74      1.00      51.0
 23u      U     All MCs        4 0.0        4 0.0     0.556    16.2    LOS B         5.8      40.6      0.91     0.74      1.00      51.0
 Approach                   995 0.0      995 0.0      0.556     6.3    LOS A         5.8      40.6      0.57     0.63      0.63      53.2

 North: Weyba Road
 7a      L1 All MCs         102 0.0      102 0.0      0.261    13.6    LOS B         1.7       11.6     0.90     0.81      0.90      50.2
 8       T1 All MCs         254 0.0      254 0.0      0.718    21.1    LOS C         9.4      65.7      1.00     1.12      1.58      43.5
 9       R2 All MCs         163 0.0      163 0.0      0.718    27.2    LOS C         9.4      65.7      1.00     1.12      1.58      42.9
 9u       U     All MCs        9 0.0        9 0.0     0.718    29.7    LOS C         9.4      65.7      1.00     1.12      1.58      42.9
 Approach                   528 0.0      528 0.0      0.718    21.7    LOS C         9.4      65.7      0.98     1.06      1.45      44.4

 West: Mary Street
 10      L2 All MCs         214 0.0      214 0.0      0.279     7.4    LOS A         2.1      14.4      0.83     0.69      0.83      52.6
 12a     R1 All MCs         505 0.0      505 0.0      0.709    15.9    LOS B        10.2      71.7      1.00     0.92      1.32      46.7
 12      R2 All MCs         208 0.0      208 0.0      0.709    17.2    LOS B        10.2      71.7      1.00     0.92      1.32      46.7
 12u      U     All MCs      27 0.0       27 0.0      0.709    19.7    LOS B        10.2      71.7      1.00     0.92      1.32      46.7
 Approach                   955 0.0      955 0.0      0.709    14.4    LOS B        10.2      71.7      0.96     0.87      1.21      47.9

 All Vehicles              3352 0.0 3352 0.0          0.718    12.8    LOS B        10.2      71.7      0.85     0.82      1.06      49.0

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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