Attachment 5 - Traffic Impact Assessment Final PTT · 132005.638.06

MOVEMENT SUMMARY
   Site: 101 [2026 Tues Existing Conditions (Site Folder:
Existing)]
New Site
Site Category: (None)
Give-Way (Two-Way)


 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    %              v/c      sec               veh    m                              km/h
 South: Eumundi Noosa Road
 2     T1     392       7.9    411      7.9      0.223      0.1   LOS A      0.0      0.0      0.00     0.00     0.00   59.9
 3     R2      32       6.3    34       6.3      0.043      8.4   LOS A      0.2      1.2      0.52     0.71     0.52   51.0
 Approach     424       7.8    444      7.8      0.223      0.7      NA      0.2      1.2      0.04     0.05     0.04   59.1

 East: Site Access
 4     L2      39     23.1     41      23.1      0.060      8.9   LOS A      0.2      1.7      0.50     0.72     0.50   50.4
 6     R2      44       9.1    46       9.1      0.177     19.1 LOS C        0.6      4.6      0.80     0.92     0.81   44.3
 Approach      83     15.7     87      15.7      0.177     14.3 LOS B        0.6      4.6      0.66     0.82     0.66   47.0

 North: Eumundi Noosa Road
 7     L2      53     22.6     56      22.6      0.035      5.8   LOS A      0.0      0.0      0.00     0.57     0.00   52.7
 8     T1     459       6.5    481      6.5      0.257      0.1   LOS A      0.0      0.0      0.00     0.00     0.00   59.9
 Approach     512       8.2    537      8.2      0.257      0.7      NA      0.0      0.0      0.00     0.06     0.00   59.0

 All          1019      8.6   1068      8.6      0.257      1.8      NA      0.6      4.6      0.07     0.12     0.07   57.8
 Vehicles


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.
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.



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