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

MOVEMENT SUMMARY Site: 2010 Thurs PM Peak with

Development

 

Gibson Rd / Skipper PI / Thomas St Intersection
2010 Thurs PM Peak Hour Traffic Volumes With Development
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 8 1.0 0.114 11.9 LOS B a9 6.3 0.77 0.78 44.9
2 T 18 1.0 0.115 11.2 LOS B ag 63 0.77 0.76 45.1
3 R 48 1.0 0.114 16.2 LOS B ag 63 0.77 0.83 42.3
Approach 75 1.0 0.115 14.5 LOS B ag 63 0.77 0.81 43.2
East: Gibson Road East
4 L 32 1.0 0.554 9.7 LOSA 5.7 40.1 0.73 0.76 47.0
5 T 456 1.0 0.552 9.0 LOSA 5.7 40.1 0.73 0.73 46.8
6 R 73 1.0 0.554 14.0 LOS B 5.7 40.1 0.73 0.84 44.7
Approach 560 1.0 0.552 9.7 LOS B 57 40.1 0.73 0.75 46.5
North: Thomas Street
7 L 74 1.0 0.447 11.4 LOS B 4.0 28.1 0.79 0.85 46.3
8 T 25 1.0 0.443 10.7 LOSB 4.0 28.1 0.79 0.83 45.4
g R 261 1.0 0.445 15.6 LOS B 4.0 28.1 0.79 0.89 42.7
Approach 360 1.0 0.446 14.4 LOSB 4.0 28.1 0.79 0.88 43.3
West: Gibson Road West
10 L 217 1.0 0.583 8.0 LOSA 63 44.4 0.62 0.60 48.0
1 T 494 1.0 0.583 73 LOSA 63 44.4 0.62 0.56 48.0
12 R 48 1.0 0.583 126 LOS B 63 44.4 0.52 0.75 45.6
Approach 759 1.0 0.583 78 LOSB 63 44.4 0.52 0.58 478
All Vehicles 1754 1.0 0.583 10.1 LOS B 63 44.4 0.65 071 46.2

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 B. 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 11:23:43 AM Copyright © 2000-2010 Akcelik & Associates Pty Ltd SIDRA -_
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