Attachment 9 - Traffic Engineering Report

MOVEMENT SUMMARY
      Site: [2024 PM Project - Site Access]
Myall Street / Site Access
Site Category: (None)
Giveway / Yield (Two-Way)



 Movement Performance - Vehicles
 Mov    Turn      Demand Flows        Deg.   Average Level of       95% Back of Queue  Prop. Effective Aver. No. Average
 ID                  Total  HV        Satn    Delay  Service        Vehicles Distance Queued Stop Rate   Cycles Speed
                    veh/h    %         v/c       sec                    veh         m                               km/h
 East: Myall Street
 5       T1            474   0.0     0.244         0.0   LOS A            0.0        0.0      0.00       0.00       0.00     59.9
 6       R2              6   0.0     0.007         7.7   LOS A            0.0        0.2      0.48       0.63       0.48     48.2
 Approach              480   0.0     0.244         0.1       NA           0.0        0.2      0.01       0.01       0.01     59.8

 North: Site Access
 7       L2             17   0.0     0.239         8.4   LOS A            0.8        5.9      0.72       0.89       0.79     42.8
 9       R2             68   0.0     0.239       16.6    LOS C            0.8        5.9      0.72       0.89       0.79     46.9
 Approach               85   0.0     0.239       15.0    LOS B            0.8        5.9      0.72       0.89       0.79     46.3

 West: Myall Street
 10      L2             35   0.0     0.019         5.5   LOS A            0.0        0.0      0.00       0.58       0.00     53.6
 11      T1            458   0.0     0.235         0.0   LOS A            0.0        0.0      0.00       0.00       0.00     60.0
 Approach              493   0.0     0.235         0.4       NA           0.0        0.0      0.00       0.04       0.00     59.2

 All Vehicles         1058   0.0     0.244         1.4       NA           0.8        5.9      0.06       0.09       0.07     57.7


Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Vehicle movement LOS values are based on average delay per movement.
Minor Road Approach LOS values are based on average delay for all vehicle movements.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay
is not a good LOS measure due to zero delays associated with major road movements.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.




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access (turn treatments).sip8