Appendix E - Traffic Impact Assessment Report

MOVEMENT SUMMARY
      Site: 103 [2022_AM_With Development_Hofmann Drive / Northern Site Access]
New Site
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
 South: Hofmann Drive
 1       L2        158        0.0   0.085       5.5   LOS A           0.0        0.0     0.00         0.58    0.00    53.6
 2       T1        266        0.0   0.137       0.0   LOS A           0.0        0.0     0.00         0.00    0.00    60.0
 Approach          424        0.0   0.137       2.1       NA          0.0        0.0     0.00         0.21    0.00    57.4

 North: Hofmann Drive
 8       T1        535        0.0   0.274       0.0   LOS A           0.0        0.0     0.00         0.00    0.00    59.9
 Approach          535        0.0   0.274       0.0       NA          0.0        0.0     0.00         0.00    0.00    59.9

 West: Northern SIte Access
 10      L2        316        0.0   0.245       6.6   LOS A           1.1        7.8     0.39         0.62    0.39    52.4
 Approach          316        0.0   0.245       6.6   LOS A           1.1        7.8     0.39         0.62    0.39    52.4

 All Vehicles     1275        0.0   0.274       2.3       NA          1.1        7.8     0.10         0.23    0.10    57.1


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.




SIDRA INTERSECTION 8.0 | Copyright © 2000-2018 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: LAMBERT AND REHBEIN (SEQ) PTY LTD | Processed: Thursday, 27 September 2018 3:59:25 PM
Project: F:\Jobs\B18200\B18254\Design\Traffic\SIDRA\B18254 - Northern Site Access.sip8