SARA RFI - Traffic Engineering Report

MOVEMENT SUMMARY
       Site: 101 [WEEKEND PM Peak (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout


 Vehicle Movement Performance
 Mov Turn         INPUT            DEMAND            Deg.     Aver. Level of     95% BACK OF         Prop. Effective Aver. Aver.
 ID             VOLUMES             FLOWS            Satn     Delay Service          QUEUE            Que      Stop   No. Speed
             [ Total   HV ]     [ Total HV ]                                     [ Veh.  Dist ]                Rate Cycles
             veh/h veh/h        veh/h    %             v/c      sec                veh    m                                km/h
 East: Noosa Drive (E)
 5       T1    455       6       479       1.3      0.342        3.9   LOS A       3.1     22.3       0.10      0.43     0.10    54.5
 6       R2     11       0        12       0.0      0.342        9.0   LOS A       3.1     22.3       0.10      0.43     0.10    51.1
 6u       U     81       2        85       2.5      0.342       11.2 LOS B         3.1     22.3       0.10      0.43     0.10    53.3
 Approach      547       8       576       1.5      0.342        5.1   LOS A       3.1     22.3       0.10      0.43     0.10    54.3

 North: Coral Tree Ave (N)
 7       L2     14       0        15       0.0      0.028        7.1   LOS A       0.2      1.2       0.67      0.64     0.67    42.6
 9       R2     8        0         8       0.0      0.028      12.4 LOS B          0.2      1.2       0.67      0.64     0.67    50.8
 Approach       22       0        23       0.0      0.028        9.1   LOS A       0.2      1.2       0.67      0.64     0.67    46.4

 West: Noosa Drive (W)
 10      L2     14       0        15       0.0      0.398        4.4   LOS A       3.2     22.7       0.38      0.43     0.38    51.9
 11      T1    511       4       538       0.8      0.398        4.6   LOS A       3.2     22.7       0.38      0.43     0.38    53.7
 12u      U     1        0         1       0.0      0.398       11.9 LOS B         3.2     22.7       0.38      0.43     0.38    56.9
 Approach      526       4       554       0.8      0.398        4.6   LOS A       3.2     22.7       0.38      0.43     0.38    53.7

 All          1095       12      1153      1.1      0.398        4.9   LOS A       3.2     22.7       0.25      0.43     0.25    53.9
 Vehicles


Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site 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 (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.



SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
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