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Appendix E - Traffic Impact Assessment Report
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MOVEMENT SUMMARY
Site: 101 [2032_PM_WithDevelopment_Hofmann Drive / Rene Street Roundabout]
New Site
Site Category: (None)
Roundabout
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 6 0.0 0.022 7.0 LOS A 0.1 0.9 0.63 0.59 0.63 52.6
2 T1 11 0.0 0.022 7.2 LOS A 0.1 0.9 0.63 0.59 0.63 53.9
3 R2 1 0.0 0.022 12.2 LOS B 0.1 0.9 0.63 0.59 0.63 53.9
3u U 1 0.0 0.022 14.3 LOS B 0.1 0.9 0.63 0.59 0.63 55.0
Approach 19 0.0 0.022 7.8 LOS A 0.1 0.9 0.63 0.59 0.63 53.5
East: Shopping Centre Access
4 L2 1 0.0 0.017 5.4 LOS A 0.1 0.5 0.41 0.62 0.41 51.8
5 T1 4 0.0 0.017 5.3 LOS A 0.1 0.5 0.41 0.62 0.41 53.2
6 R2 11 20.0 0.017 10.7 LOS B 0.1 0.5 0.41 0.62 0.41 52.5
6u U 1 0.0 0.017 12.4 LOS B 0.1 0.5 0.41 0.62 0.41 54.3
Approach 17 12.5 0.017 9.1 LOS A 0.1 0.5 0.41 0.62 0.41 52.7
North: Hofmann Drive
7 L2 13 16.7 0.359 4.0 LOS A 2.9 20.6 0.16 0.60 0.16 51.1
8 T1 19 0.0 0.359 4.0 LOS A 2.9 20.6 0.16 0.60 0.16 52.7
9 R2 400 2.1 0.359 9.0 LOS A 2.9 20.6 0.16 0.60 0.16 52.7
9u U 137 0.0 0.359 11.1 LOS B 2.9 20.6 0.16 0.60 0.16 53.8
Approach 568 1.9 0.359 9.2 LOS A 2.9 20.6 0.16 0.60 0.16 52.9
West: Rene Street
10 L2 397 2.1 0.338 4.9 LOS A 2.4 16.8 0.44 0.53 0.44 54.2
11 T1 7 0.0 0.338 5.0 LOS A 2.4 16.8 0.44 0.53 0.44 55.7
12 R2 7 0.0 0.338 10.0 LOS A 2.4 16.8 0.44 0.53 0.44 55.8
12u U 4 0.0 0.338 12.1 LOS B 2.4 16.8 0.44 0.53 0.44 56.9
Approach 416 2.0 0.338 5.0 LOS A 2.4 16.8 0.44 0.53 0.44 54.3
All Vehicles 1020 2.1 0.359 7.5 LOS A 2.9 20.6 0.29 0.57 0.29 53.5
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.
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 4:23:11 PM
Project: F:\Jobs\B18200\B18254\Design\Traffic\SIDRA\B18254 - Hofmann Drive Rene Street Roundabout.sip8
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