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

MOVEMENT SUMMARY Site: 2022 Thurs PM Peak Base

Case

 

Gibson Rd / Skipper PI / Thomas St Intersection
2022 Thurs PM Peak Hour Base 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 0.086 14.1 LOS B 07 5.1 0.87 0.81 42.9
2 T 5 1.0 0.086 13.3 LOS B a7 5.1 0.87 0.80 43.0
3 R 27 1.0 0.086 18.4 LOS B a7 5.1 0.87 0.84 40.6
Approach 43 1.0 0.086 16.7 LOS B O7 5.1 0.87 0.83 41.4
East: Gibson Road East
4 L 31 1.0 0.710 124 LOSB 10.1 71.4 0.89 0.90 45.1
5 T 556 1.0 0.703 11.7 LOS B 10.1 71.4 0.89 0.89 45.2
6 R 93 1.0 0.702 16.7 LOS B 10.1 71.4 0.89 O93 426
Approach 679 1.0 0.703 12.4 LOS B 10.1 71.4 0.89 0.90 44.9
North: Thomas Street
7 L 94 1.0 0.616 15.7 LOS B 7.4 52.3 0.93 1.05 415
8 T 19 1.0 0611 149 LOSB 7.4 52.3 0.93 1.04 41.6
g R 326 1.0 0.615 19.9 LOS B 7.4 52.3 0.93 1.06 39.5
Approach 439 1.0 0.615 18.8 LOSB 7.4 52.3 0.93 1.06 40.0
West: Gibson Road West
10 L 275 1.0 0.701 8.2 LOSA 9.6 67.9 0.63 0.60 475
1 T 626 1.0 0.701 74 LOSA 9.6 67.9 0.63 0.56 474
12 R 29 1.0 0.702 126 LOS B 9.6 67.9 0.63 0.71 45.6
Approach 931 1.0 0.701 78 LOSB 9.6 67.9 0.63 0.58 473
All Vehicles 2092 1.0 0.710 118 LOS B 10.1 71.4 0.78 a79 446

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: Wednesday, 22 September 2010 4:25:03 PM Copyright © 2000-2010 Akcelik & Associates Pty Ltd SIDRA -_
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