MCU14/0056 - Attachment K -Traffic Impact Assessment

PEKOL TRAFFIC & TRANSPORT

 

the typical morning and evening peak hours, the volume of vehicles entering from the highway did not

exceed 9% of the passing traffic'.

Therefore, for this assessment we have adopted a traffic generation rate of 9% of the passing (two-way)

highway traffic for both the service station and restaurant drive-through components of the development.

In the absence of corresponding data for the typical Saturday peak hour, we have adopted the same traffic

generation rate.

 

 

Figure 4.1: PERCENTAGE OF TURN-INS AS A PROPORTION OF PASSING TRAFFIC
10.0%
Morning Peak Evening Peak
9.0%

8.0%

7.0%

6.0%

5.0%

4.0%

3.0%

2.0%

Percent Turn-Ins as a Proprotion of Passing Hihway Traffic

1.0%

0.0%

 

 

7:00

7:30

8:00

 

Hour Commencing

 

4:00

™ Coomera
@ Stapylton
® Morayfield

 

 

The predicted peak hour traffic generation for the proposed development, comprising both the service

station and restaurant drive-through component of the development is shown in Table 4.1.

 

' Note that as the surveyed period concluded at 5pm there is only one hour of data for the evening peak period

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