MCU10/2083 Development Application part 2 - Attachment 5 - Traffic and Transport Assessment Report

MOVEMENT SUMMARY Site: 2022 Thurs PM Peak Project

Case

 

Gibson Rd / Skipper PI / Thomas St Intersection
2022 Thurs PM Peak Hour Project Case Traffic Volumes
Roundabout

Movement Performance - Vehicles

 

 

 

 

 

Demand Deg. PN It-1e|-) Levelof 95% Back of Queue Prop. Effective Average
WN ou] era) Delay Service Vehicles Distance © Queued StopRate Speed
Acial/a) wie Eo Atal ful per veh km/h
South: Skipper Place
1 L 11 1.0 0.175 149 LOS B 1.5 10.6 0.91 0.88 42.2
2 T 19 1.0 0.174 14.2 LOS B 1.5 10.6 0.91 0.87 42.3
3 R 53 1.0 0.174 19.2 LOS B 1.5 10.6 0.91 a.90 40.1
Approach 82 1.0 0.174 175 LOS B 1.5 10.6 0.91 08g 40.9
East: Gibson Road East
4 L 38 1.0 0.758 146 LOSB 12.4 87.7 0.96 1.00 43.2
5 T 574 1.0 0.761 13.8 LOS B 12.4 87.7 0.96 1.00 43.3
6 R 93 1.0 0.759 18.9 LOS B 12.4 87.7 0.96 1.01 41.0
Approach 704 1.0 0.761 145 LOS B 12.4 87.7 0.96 1.00 43.0
North: Thomas Street
7 L 94 1.0 0.689 18.8 LOS B 9.3 65.8 1.00 1.16 39.1
8 T 29 1.0 0.685 18.1 LOSB 9.3 65.8 1.00 1.16 39.2
g R 329 1.0 0.688 23.0 Losc 9.3 65.8 1.00 1.16 37.5
Approach 453 1.0 0.687 21.8 Losc 9.3 65.8 1.00 1.16 37.9
West: Gibson Road West
10 L 275 1.0 0.753 89 LOSA 10.9 76.8 0.74 0.65 46.9
1 T 626 1.0 0.753 8.2 LOSA 10.9 76.8 0.74 0.62 46.6
12 R 55 1.0 0.750 13.5 LOS B 10.9 76.8 0.74 0.72 45.2
Approach 956 1.0 0.753 87 LOSB 10.9 76.8 0.74 0.63 46.6
All Vehicles 2195 1.0 0.761 13.6 LOS B 12.4 87.7 0.87 0.87 43.1

Level of Service (Aver. Int. Delay): LOS B. Based on average delay for all vehicle movements. LOS Method: Delay (HCM).
Level of Service (Worst Movement): LOS C. LOS Method for individual vehicle movements: Delay (HCM).

Approach LOS values are based on the worst delay for any vehicle movement.

Roundabout LOS Method: Same as Signalised Intersections.

Roundabout Capacity Model: SIDRA Standard.

 

Processed: Thursday, 21 October 2010 11:33:41 AM Copyright © 2000-2010 Akcelik & Associates Pty Ltd SIDRA -_
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