Traffic Impact Assessment

MOVEMENT SUMMARY
       Site: 101 [PM 2033 Post-Development (Site Folder: General)]
Maple Street / Overlander Avenue
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: Maple Street
 2       T1    220     2.6     295      2.6      0.182      0.2   LOS A      0.3      2.1      0.10     0.06     0.10   59.0
 3       R2    25      5.6     34       5.6      0.182      6.7   LOS A      0.3      2.1      0.10     0.06     0.10   56.6
 Approach      245     2.9     328      2.9      0.182      0.9      NA      0.3      2.1      0.10     0.06     0.10   58.8

 East: Overlander Avenue
 4        L2   19      0.0     25       0.0      0.056      6.2   LOS A      0.2      1.4      0.36     0.63     0.36   52.2
 6       R2    18      14.3    24      14.3      0.056      8.8   LOS A      0.2      1.4      0.36     0.63     0.36   51.1
 Approach      37      7.0     50       7.0      0.056      7.5   LOS A      0.2      1.4      0.36     0.63     0.36   51.7

 North: Maple Street
 7        L2   41      6.3     55       6.3      0.148      5.6   LOS A      0.0      0.0      0.00     0.12     0.00   57.0
 8       T1    164     3.5     220      3.5      0.148      0.0   LOS A      0.0      0.0      0.00     0.12     0.00   58.9
 Approach      205     4.1     275      4.1      0.148      1.2      NA      0.0      0.0      0.00     0.12     0.00   58.5

 All           487     3.7     653      3.7      0.182      1.5      NA      0.3      2.1      0.08     0.13     0.08   58.0
 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.



SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: PEKOL TRAFFIC AND TRANSPORT | Licence: PLUS / 1PC | Processed: Tuesday, 15 June 2021 4:33:40 PM
Project: P:\2020-21\21-313 Noosa Christian College\Calcs\Maple Street - Overlander Drive.sip9