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

MOVEMENT SUMMARY Site: 2010 Thurs PM Peak

Gibson Rd / Skipper PI / Thomas St Intersection
2010 Thurs PM Peak Hour Traffic Volumes
Roundabout

 

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Demand Deg. PN It-1e|-) Levelof 95% Back of Queue Prop. Effective Average
WN ou] NY era) Delay Service Vehicles Distance © Queued StopRate Speed
Acial/a) WA wie Eo Atal ful per veh km/h
South: Skipper Place
1 L 8 1.0 0.083 11.4 LOS B 0.4 28 0.73 0.72 45.3
2 T 4 1.0 0.053 10.7 LOS B 0.4 28 0.73 0.69 45.6
3 R 23 1.0 0.053 15.8 LOS B 0.4 28 0.73 O77 426
Approach 36 1.0 0.053 14.2 LOS B 0.4 28 0.73 0.75 43.5
East: Gibson Road East
4 L 24 1.0 0.504 9.0 LOSA 49 34.3 0.67 0.71 473
5 T 438 1.0 0.507 8.3 LOSA 49 34.3 0.67 0.68 47.1
6 R 73 1.0 0.508 13.3 LOS B 49 34.3 0.67 0.81 45.2
Approach 535 1.0 0.507 9.0 LOS B 49 34.3 0.67 0.70 46.9
North: Thomas Street
7 L 74 1.0 0.405 10.6 LOSB 3.4 23.7 0.74 aso 46.1
8 T 15 1.0 0.409 98 LOSA 3.4 23.7 0.74 0.77 45.9
g R 258 1.0 0.405 148 LOS B 3.4 23.7 0.74 0.85 43.3
Approach 346 1.0 0.405 13.7 LOS B 3.4 23.7 0.74 0.83 43.9
West: Gibson Road West
10 L 217 1.0 0.537 76 LOSA 5.7 40.4 0.43 0.58 48.4
1 T 494 1.0 0.537 69 LOSA 5.7 40.4 0.43 0.52 48.6
12 R 23 1.0 0.539 12.0 LOS B 5.7 40.4 0.43 0.74 45.8
Approach 734 1.0 0.537 73 LOSB 5.7 40.4 0.43 0.54 48.4
All Vehicles 1651 1.0 0.539 93 LOSA 57 40.4 0.58 0.66 46.8

Level of Service (Aver. Int. Delay): LOS A. 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: Wednesday, 22 September 2010 11:51:57 AM Copyright © 2000-2010 Akcelik & Associates Pty Ltd SIDRA -_
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