TRAFFIC IMPACT ASSESSMENT (PRELIMINARY APPROVAL) · 2018. 10. 17. · Page 4 of 74 Rytenskild...

TRAFFIC IMPACT ASSESSMENT

(PRELIMINARY APPROVAL)

PROPOSED AGRICULTURAL INDUSTRY

“BRISBANE VALLEY PROTEIN PRECINCT (BVPP)”

390 WEST ROAD AND 29 COOMINYA CONNECTION

ROAD, COOMINYA

Prepared for

BRISBANE VALLEY PROTEIN

27 JUNE 2017

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Job number: 16064

Version number: 1

Document status: DA

Date issued: 27 June 2017

Author(s): Luke Rytenskild / Dare Janzekovic

Certified:

Luke Rytenskild

BEng (Civil) RPEQ # 6293

© Copyright CRG Traffic Pty Ltd All Rights Reserved. Copyright in the whole and every part of this

document belongs to CRG Traffic Pty Ltd and may not be used, sold, transferred, copied or

reproduced in whole or in part in any manner or form or in or on any media to any person without

the prior written consent of CRG Traffic Pty Ltd.

CRG Traffic Pty Ltd as trustee for the Rytenskild CRG Trust trading as Rytenskild Traffic Group

ABN 24 401 134 418

ACN 151 846 847

Director: Luke Rytenskild RPEQ 6293

Suite 8, Level 1

66 Appel Street

( PO Box 17 )

Surfers Paradise QLD 4217

Level 19

10 Eagle Street

Brisbane QLD 4000

Level 26

44 Market Street

Sydney NSW 2000

Phone: 1300 220020

Facsimile: 1300 087177

Email: [email protected]

Web: www.rytenskildtraffic.com

COPYRIGHT NOTICE

COMPANY INFORMATION

DOCUMENT REGISTER

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1.0 INTRODUCTION ................................................................................................................. 4

2.0 SUBJECT SITE ..................................................................................................................... 4

2.1 Location of Subject Site ........................................................................................................... 4

2.2 Surrounding Road Network ..................................................................................................... 4

2.3 Surveyed Traffic Volumes ...................................................................................................... 10

2.4 Projected Future Traffic Volumes ......................................................................................... 10

3.0 DEVELOPMENT PROPOSAL .............................................................................................. 17

3.1 Scale of Development ........................................................................................................... 17

3.2 Access and Parking ................................................................................................................ 18

4.0 DEVELOPMENT TRAFFIC ESTIMATES ................................................................................ 20

4.1 Traffic Generation ................................................................................................................. 20

4.2 Precinct 6 – Poultry farm ....................................................................................................... 22

5.0 ROAD NETWORK IMPACT ASSESSMENT ........................................................................... 23

5.1 General Network Impacts ..................................................................................................... 23

5.2 Proposed Access (Coominya Connection Road North) ......................................................... 23

5.3 Proposed Access Intersection (Coominya Connection Road South) ..................................... 24

5.4 Proposed Access Intersection West Road (Western Access) ................................................ 25

5.5 Proposed Access Intersection West Road (Eastern Access) .................................................. 26

5.6 Brisbane Valley Highway / Coominya Connection Road Intersection ................................... 27

6.0 PAVEMENT IMPACTS ....................................................................................................... 30

6.1 Assessment Methodology ..................................................................................................... 30

6.2 Current and Future Traffic Loads .......................................................................................... 30

6.3 Design Traffic Loads ............................................................................................................... 31

6.4 Development Pavement Impacts .......................................................................................... 32

7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS ..................................................... 33

APPENDICES ............................................................................................................................... 34

APPENDIX A – OVERALL PRECINCT PLAN AND INDICATIVE DEVELOPMENT PLANS ......................... 35

APPENDIX B – DETAILED TRAFFIC SURVEY DATA .............................................................................. 39

APPENDIX C –DEVELOPMENT TRAFFIC TURNING MOVEMENTS ...................................................... 50

TABLE OF CONTENTS

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Rytenskild Traffic Group (RTG) has been engaged by Brisbane Valley Protein to carry out a Traffic

Impact Assessment of its proposal to develop an agricultural industry at Coominya.

This report forms part of a Development Application for a Preliminary Approval to be lodged with the

Lockyer Valley Regional Council.

The following have been assessed during the study:

• The adequacy of the surrounding road network to accommodate the proposed development; • Any road upgrade works that may be required as a consequence of the proposal; • The required form of access intersections with adjoining roads.

As part of the assessment RTG has also reviewed the potential impact of heavy vehicle traffic generated by the proposal upon the surrounding pavement. It is noted that this report is intended to provide a preliminary assessment of impacts. Where appropriate, a more detailed assessment should be required at the Development Application for a Development Permit stage, when more accurate development characteristics will be known.

As shown in Figure 2.1, the subject site is located on the south east corner of the Coominya

Connection Road / Brisbane Valley Highway intersection. The site is identified as 390 West Road and

29 Coominya Connection Road and has a total site are of approximately 317.9 hectares.

The site provides connection to the Brisbane Valley Highway to the north and also connects to the

Warrego Highway via the Foresthill - Fernvale Road connection to the east of the site. It is expected

that traffic to and from the subject site will distribute through the local road network to access the

highway in the shortest route possible.

The Brisbane Valley Highway / Coominya Connection Road intersection comprises of a type CHR right

turn treatment and AUL left turn treatment. The Coominya Connection Road / West Road

intersection comprises of a basic priority controlled junction, with the Coominya Connection Road

forming the major road.

Images of key intersections in the region are shown in Figures 2.2 to 2.5.

1.0 INTRODUCTION

2.0 SUBJECT SITE 2.1 Location of Subject Site

2.2 Surrounding Road Network

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FIGURE 2.1 - LOCATION OF SUBJECT SITE

SUBJECT SITE

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FIGURE 2.2 – SURROUNDING ROAD NETWORK

Brisbane Valley Highway / Forest Hill

Fernvale Road intersection:

REFER TO FIGURE 2.5

Brisbane Valley Highway / Coominya

Connection Road intersection:

REFER TO FIGURE 2.3

Warrego Highway / Forest Hill

Fernvale Road intersection:

REFER TO FIGURE 2.4

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FIGURE 2.3 – AERIAL IMAGE OF THE

BRISBANE VALLEY HIGHWAY / COOMINYA CONNECTION ROAD INTERSECTION

125 metre AUL Treatment

125 metre CHR Treatment

Coominya

Connection Road

Coominya

Connection Road

Brisbane Valley

Highway

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WARREGO HIGHWAY / FOREST HILL FERNVALE ROAD

Warrego Highway

Forest Hill

Fernvale Road

Forest Hill

Fernvale Road 125 metre AUL

Treatment

125 metre AUL

Treatment

125 metre CHR

Treatment

125 metre CHR

Treatment

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BRISBANE VALLEY HIGHWAY / FOREST HILL FERNVALE ROAD INTERSECTION

Forest Hill

Fernvale Road

Brisbane Valley

Highway

BAL and BAR intersection

turn treatments

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Traffic volumes along the major travel routes in the vicinity of the site have been obtained from the

Department of Transport and Main Roads (DTMR) and traffic survey undertaken by RTG. The DTMR

data was collected in 2015 and presents the Annual Average Traffic Volumes (AADT) in both

directions along the respective roads.

Traffic volumes for the following roadways and intersection have been obtained from DTMR for the

purposes of this assessment:

- Forest Hill Fernvale Road

o Between Warrego Highway and Coominya Connection Road;

o Between Coominya Connection Road and Prospect Street;

o Between Prospect Street and the Brisbane Valley Highway.

- Coominya Connection Road

o Between Brisbane Valley Highway and Forest Hill Fernvale Road

- Forest Hill Fernvale Road / Warrego Highway intersection

- Coominya Connection Road / Brisbane Valley Highway

Traffic counts for the Forest Hill Fernvale Road / Warrego Highway intersection, and the Coominya

Connection Road / Brisbane Valley Highway intersection are shown in Figures 2.6 to 2.8. Detailed

traffic surveys for both intersections and also the Coominya Connection Road / West Road

intersection are provided in Appendix B.

Future traffic volumes have been estimated through the application a 3% annual growth factor from

the survey year. The future traffic volumes have been estimated for ten years following the expected

completion date of the development.

Full development of the subject land is anticipated in 6 years. In order to estimate future background

traffic volumes in 2028 (10 years from completion date of STAGE 1), a 3% p.a. growth rate has been

applied to the existing traffic volumes.

The resultant future (year 2028) traffic volumes for the respective roadways are shown below, with

the future intersection volumes shown in Figures 2.8 to 2.11.

YEAR 2016 YEAR 2028

Forest Hill Fernvale Road

o Between Warrego Highway and Coominya Connection Road - 1,429 AADT 2,037 AADT

o Between Coominya Connection Road and Prospect Street - 1,573 AADT 2,243 AADT

o Between Prospect Street and the Brisbane Valley Highway. - 5,055 AADT 7,207 AADT

Coominya Connection Road

o Between Brisbane Valley Highway and Forest Hill Fernvale Road- 1,287 AADT 1,835 AADT

2.3 Surveyed Traffic Volumes

2.4 Projected Future Traffic Volumes

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FIGURE 2.6 – AADT ON COOMINYA CONNECTION ROAD AND FOREST HILL FERNVALE ROAD


Between Brisbane Valley Highway and

Forest Hill – Fernvale Road:

1,213 Annual Average Daily Traffic (AADT)


Between Warrego Highway and Coominya

Connection Road:


REFER TO FIGURE 2.7


Between Coominya Connection Road and

Prospect Street:



Between Prospect Street and the Brisbane

Valley Highway:


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(2.3% HV) (0% HV) (10% HV)

39 14 23 (14.8% HV) 23

(14.8% HV) 739

(8.00% HV) 19

8 (10.8% HV)

822 (16.5% HV)

34 (11.2% HV)

Warrego Hwy

Forest Hill – Fernvale Rd

23 11 13

(7.5% HV) (3.2% HV) (9.0% HV)

FIGURE 2.7 – SURVEYED (YEAR 2015) PEAK HOUR TRAFFIC VOLUMES

WARREGO HIGHWAY / FOREST HILL FERNVALE ROAD INTERSECTION

MORNING PEAK HOUR

(14.3% HV) (0% HV) (0% HV)

21 15 10 (2.1% HV) 47

(8.4% HV) 999

(11.1% HV) 18

20 (0% HV)

626 (11% HV)

32 (0% HV)

Warrego Hwy


9 5 14

(11.1% HV) (0% HV) (0% HV)

AFTERNOON PEAK HOUR

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107

13

66

29

Brisbane Valley Highway


22 39

FIGURE 2.8 – SURVEYED (YEAR 2016) PEAK HOUR TRAFFIC VOLUMES


MORNING PEAK HOUR

AFTERNOON PEAK HOUR

94

20

92

53



31 52

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40 14 24 24

761

20

8

847

35

Warrego Hwy


24 11 13

FIGURE 2.9 – FUTURE (YEAR 2016) PEAK HOUR TRAFFIC VOLUMES


MORNING PEAK HOUR

22 15 10 48

1029

19

21 (

645

33

Warrego Hwy


9 5 14

AFTERNOON PEAK HOUR

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57 21 34 34

1085

28

12

1207

50

Warrego Hwy


34 16 19

MORNING PEAK HOUR

31 22 15 69

1467

26

29

919

47

Warrego Hwy


13 7 21

AFTERNOON PEAK HOUR

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153

19

94

41



31 56



MORNING PEAK HOUR

AFTERNOON PEAK HOUR

134

29

131

76



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The proposed master plan is shown Figure 3.1. As shown, the master plan comprises of the following ten precincts: Precinct 1 - Hospitality Precinct The first attachment is the intended facilities for the Hospitality Precinct situated in the far south-west corner of the property. The central facilities are likely to include the following: Restaurant / hospitality area Function/Reception area Hospitality Training Facility Cabins and campground Precinct 2 - Main Abattoir This Precinct will be used for the abattoir. At this stage it is assumed to have a capacity of 600,000 birds per week. However, we intend to seek flexibility in this Precinct to also allow an abattoir that can process other meat should markets change. Precinct 3 - Service Station The intent for this Precinct is to retain the current service station approval and to include the self storage facility. This will also include a secure shed structure for parking of boats and trucks etc. Duncan will provide detail on the scale of this facility early next week. Precinct 4 - Quail Farm Precinct 4 is part of the Stage 1 of the development. Traffic and noise reports have been prepared for this use. Precinct 5 - Poultry Farm This Precinct will include the second stage of the poultry farm. It is expected to contain a further 8 sheds. Cattle grazing will also be a core use of this area. Precinct 6 - Poultry Farm (Stage 1) This Precinct is part of Stage 1 of the development and incorporates the 6 sheds previously reported on. No additional uses or expansion anticipated at this point. Precinct 7 - Grazing There are no specific uses planned for this Precinct at this stage. Expected to remain as an area for grazing of cattle. Precinct 8 - Tourist Cabins This Precinct is intended to be used for small scale tourist cabins. Cabins will be setback a minimum of 80 metres from the highway. Likely scale is a maximum of 4. To be established in proximity to the dam.

3.0 DEVELOPMENT PROPOSAL 3.1 Scale of Development

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Precinct 9 - Future Education & industry This Precinct will be kept for future uses and may include training and education facilities and/or industry uses associated with the protein precinct concept. The likely scale of development in this Precinct is not known at this point. Development of Precinct 9 will be subject to Impact Assessment in the future. Precinct 10 There is one allotment on the southern side of West Road that will be included in the Masterplan. The intent is to allow a light industry on this site with a GFA of 200m² to allow the assembly and manufacturing of vertical gardens and similar horticultural products. Like other uses, this will be subject to a further application and planning approval.

A compacted gravel area will be provided around each shed, suitable for the parking of vehicles and

for use as loading areas.

As shown in Figure 3.1, it is proposed that access be gained via two locations on Coominya

Connection Road, and three locations on West Road. The northern most access intersection on

Coominya Connection Road will provide access to all activities on the northern side of Spring Creek,

with the southern intersection providing access to the proposed produce market and tourist

accommodation. Access to the quail farm and cattle grazing areas will be gained off West Road,

together with the future light industry precinct.

3.2 Access and Parking

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FIGURE 3.1 – PROPOSED MASTER PLAN

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The traffic generation of each individual precinct will be determined at each respect Development

Application, however, the following trip generation rates and considered to be indicative and suitable

for this preliminary assessment:

Precinct 1 - Hospitality

Restaurant - 20 vehicles per hour during peak trading periods

Function room - 30 vehicles per hour during peak trading periods

Training facility - 20 vehicles per hour during peak trading periods

Cabins / campground - 10 vehicles per hour during peak trading periods

Precinct 2 – Main abattoir - 20 vehicles per hour during peak trading periods

Precinct 3 – Service station / self storage facility –

Service station - 40 vehicles per hour during peak trading periods

Self storage - 5 vehicles per hour during peak trading periods

Precinct 4 – Quail farm

Quail farm - 5 vehicles per hour during peak trading periods

Precinct 5 – Poultry farm and cattle grazing

Poultry farm - 10 vehicles per hour during peak trading periods

Cattle grazing - 5 vehicles per hour during peak trading periods

Precinct 6 – Poultry farm (stage 1 – 6 sheds)

Poultry farm (6 sheds) - 10 vehicles per hour during peak trading periods

Precinct 7 – Grazing -

Grazing - 10 vehicles per hour during peak trading periods

Precinct 8 – Tourist cabins (x 4) / camper ground

Tourist accommodation - 5 vehicles per hour during peak trading periods

Precinct 9 – Education and industry -

Education and industry - 10 vehicles per hour during peak trading periods

Precinct 10 – Light industry - 10 vehicles per hour during peak trading periods

The resultant estimates of the trip generation of each precinct is shown in Table 4.1.

4.0 DEVELOPMENT TRAFFIC ESTIMATES

4.1 Traffic Generation

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Table 4.1 – Indicative traffic generation of each precinct

Component Morning Peak Hour Afternoon Peak Hour

In Out Total In Out Total

Precinct One: Hospitality Precinct

- Restaurant .

- Function / reception area.

- Hospitality training facility.

- Cabins and campground.

15

20

15

8

5

10

5

2

20

30

20

10

5

10

5

2

15

20

15

8

20

30

20

10

Precinct Two: Main Abattoir

(600,000k birds per week)

10 10 20 10 10 20

Precinct Three: (already approved)

- Service Station; and

- Self – storage facility.

20

3

20

2

40

5

20

2

20

3

40

5

Precinct Four: Quail Farm

- Stage One – (Refer to table 4.2)

3

2

5

2

3

5

Precinct Five: Poultry Farm and

cattle grazing.

10 5

15

5 10

15

Precinct Six – Poultry Farm (Stage

One)

- Six sheds

7

3

10

3

7

10

Precinct Seven– Grazing 7 3 10 3 7 10

Precinct Eight – Tourist Cabins (x

four)

3 2 5 2 3 5

Precinct Nine– Education and

industry

7 3 10 3 7 10

Precinct Ten – Light industry 7 3 10 3 7 10

Total: 135 75 210 75 135 210

The above trip generation estimates are considered to be conservative (high) and it is likely that the

various uses will generate peak traffic demands at different times, and therefore, the traffic

generation of the overall development will be less than the above volume.

The majority of traffic generated by the development will travel south via the Brisbane Valley

highway. A minor proportion of traffic will use the Forest Hill Road to the Warrego Highway.

Estimated traffic volumes for each precinct and the overall development are provided as Appendix B.

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The traffic generation of the proposed poultry farm component has been based on the recorded

traffic generation of a similar use located in the Ipswich Boonah area. The development at which the

records were kept had capacity for 400,000 birds.

The estimated traffic generation have been based on the estimates derived from the recorded

poultry facility in Ipswich. As shown in Table 4.1, it is estimated that the proposal will generate in the

order of 12 and 5 daily heavy vehicle movements at the chicken and quail farm facilities respectively.

For the purposes of this assessment it has been assumed that the proposal will generate similar

traffic at each of the poultry facilities.

Table 4.2 – Traffic generation records and estimates (Poultry Farm)

Purpose Vehicle Type Recorded

(Actual) One-Way

Trips

(400k bird farm)

Estimated traffic

generated by

chicken sheds

(384.8k Birds)

Estimated traffic

generated by

quail sheds

(135k Birds)

Staff Car 730 703 247

Veterinary Car 60 58 21

Gas Delivery Rigid Truck 4 4 2

Litter Delivery Rigid Truck 132 99 45

Litter Removal Semi-trailer 200 127 70

Day Olds Delivery Semi-trailer 25 25 9

Feed Delivery Semi-trailer 340 328 115

Bird Collection Semi-trailer 550 530 186

Dead Bird Removal Rigid Truck 60 58 21

Diesel /

Miscellaneous

Cars & Rigid

Trucks

104 100 36

OVERALL COMBINED ANNUAL ONE-WAY TRIPS 2,034 752

TOTAL ANNUAL VEHICLE TRIPS 4,068 1504

AVERAGE DAILY TRAFFIC GENERATION 12 vehicles per day 5 vehicles per day

PEAK HOUR VOLUMES (20% OF DAILY) 3 vehicles per hour 1 vehicle per hour

* Assumes 7 day / week operation

4.2 Precinct 6 – Poultry farm

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In general, it is considered that the proposed development will have a relatively low traffic

generation and in keeping with the surrounding rural area. A number of the various uses will only

generate significant traffic volumes at infrequent periods and often at different times to the other

uses.

It is considered that the proposed development will not result in any need for an upgrade to the

Brisbane Valley Highway / Coominya Connection Road intersection or other surrounding

intersections, however such has been reviewed in the following pages. The required geometrical

layout of the proposed access intersections have also been assessed against Austroads guidelines.

These are based on the traffic generation of the overall development.

A SIDRA analysis has been carried out for the Brisbane Valley Highway / Coominya Connection Road

and Coominya Connection Road / West Road intersections. Such is not considered to be warranted

for the proposed access intersections as the turning volumes will be very low.

With the proposed development traffic under year 2028 traffic conditions, the ‘QM’ and ‘QR’ values at

the northern access intersection on the Coominya Connection Road will be as follows:

QM = 236 Veh/h (Approx. 10% of AADT)

QR = 9 Veh/h

As shown in Figure 5.1, this yields a requirement for an Austroads Type BAR treatment at the

proposed northern access intersection on Coominya Connection Road.

5.0 ROAD NETWORK IMPACT ASSESSMENT

5.2 Proposed Access (Coominya Connection Road North)

5.1 General Network Impacts

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the southern access on the Coominya Connection Road will be as follows:


QR = 10 Veh/h


southern access intersection on Coominya Connection Road.

5.3 Proposed Access Intersection (Coominya Connection Road South)

2028 PEAK QM = 236vph QR = 9vph

FIGURE 5.1 – TURN LANE WARRANTS AT THE COOMINYA CONNECTION ROAD (NORTH) INTERSECTION

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the western access on West Road will be as follows:


QR = 2 Veh/h


western access intersection on West Road.

5.4 Proposed Access Intersection West Road (Western Access)


FIGURE 5.2 – TURN LANE WARRANTS AT THE COOMINYA CONNECTION ROAD (SOUTH) INTERSECTION

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the eastern access on West Road will be as follows:


QR = 2 Veh/h

As shown in Figure 5.4, this yields a requirement for an Austroads Type BAR treatment at the eastern

access intersection on West Road.

5.5 Proposed Access Intersection West Road (Eastern Access)

FIGURE 5.3 – TURN LANE WARRANTS AT THE WEST ROAD (WEST) INTERSECTION


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A SIDRA analysis has been carried out for the Brisbane Valley Highway / Coominya Connection Road

intersection assuming the full development of the site and background traffic growth to the year

2028. As indicated by Figure 5.5, the analysis indicates that the intersection will function

satisfactorily under the projected traffic conditions.

A similar analysis (refer to Figure 5.6) indicates that the Coominya Connection Road / West Road

intersection will function satisfactorily under projected future traffic conditions (year 2028) with the

full development.

5.6 Brisbane Valley Highway / Coominya Connection Road Intersection

5.6 Brisbane Valley Highway / Coominya Connection Road Intersection

FIGURE 5.4 – TURN LANE WARRANTS AT THE WEST ROAD (EAST) INTERSECTION

5.6 Brisbane Valley Highway / Coominya Connection Road IntersectionFIGURE 5.4 – TURN LANE WARRANTS AT THE

WEST ROAD (EAST) INTERSECTION



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MOVEMENT SUMMARY

Site: Brisbane Valley Hwy / Coominya Conn Rd AM Peak Hour Year 2028 with full dev Stop (Two-Way)

Movement Performance - Vehicles

Mov ID ODMov

Demand Flows Deg. Satn Average Delay

Level of Service

95% Back of Queue Prop. Queued

Effective Stop Rate

Average Speed Total HV Vehicles Distance

veh/h % v/c sec veh m per veh km/h

South: Coominya Conn Road

1 L2 49 13.0 0.196 9.2 LOS A 0.8 6.2 0.36 0.93 49.8

3 R2 80 13.0 0.196 12.7 LOS B 0.8 6.2 0.36 0.93 49.6

Approach 129 13.0 0.196 11.4 LOS B 0.8 6.2 0.36 0.93 49.6

East: Brisbane Valley Highway

4 L2 73 13.0 0.043 5.7 LOS A 0.0 0.0 0.00 0.57 53.1

5 T1 99 13.0 0.055 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 172 13.0 0.055 2.4 NA 0.0 0.0 0.00 0.24 56.8

West: Brisbane Valley Highway

11 T1 161 13.0 0.090 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

12 R2 52 13.0 0.046 6.4 LOS A 0.2 1.4 0.29 0.57 52.0

Approach 213 13.0 0.090 1.6 NA 0.2 1.4 0.07 0.14 57.8

All Vehicles 514 13.0 0.196 4.3 NA 0.8 6.2 0.12 0.37 55.2

MOVEMENT SUMMARY

Site: Brisbane Valley Hwy / Coominya Conn Rd 2028 PM peak with full dev PM Peak Hour Year 2028 with full dev Stop (Two-Way)


Mov ID ODMov


Level of Service


Effective Stop Rate



South: Coominya Conn Road

1 L2 68 13.0 0.299 9.7 LOS A 1.3 10.4 0.46 0.96 49.3

3 R2 117 13.0 0.299 13.9 LOS B 1.3 10.4 0.46 0.96 49.0

Approach 185 13.0 0.299 12.3 LOS B 1.3 10.4 0.46 0.96 49.1

East: Brisbane Valley Highway

4 L2 109 13.0 0.064 5.7 LOS A 0.0 0.0 0.00 0.57 53.1

5 T1 138 13.0 0.077 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 247 13.0 0.077 2.5 NA 0.0 0.0 0.00 0.25 56.7

West: Brisbane Valley Highway

11 T1 141 13.0 0.078 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

12 R2 52 13.0 0.050 6.9 LOS A 0.2 1.5 0.36 0.60 51.8

Approach 193 13.0 0.078 1.8 NA 0.2 1.5 0.10 0.16 57.5

All Vehicles 625 13.0 0.299 5.2 NA 1.3 10.4 0.17 0.43 54.5

FIGURE 5.5 – SIDRA MODELLING RESULTS FOR BRISBANE VALLEY HWY / COOMINYA CONN ROAD (2028 WITH FULL DEV)

FIGURE 5.5 – SIDRA MODELLING RESULTS FOR BRISBANE VALLEY HWY / COOMINYA CONN ROAD (2028 WITH FULL DEV)

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MOVEMENT SUMMARY

Site: Coominya Conn Rd / West Road AM Peak hour Year 2028 with full development Giveway / Yield (Two-Way)


Mov ID ODMov


Level of Service


Effective Stop Rate



East: West Road

5 T1 9 13.0 0.005 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

6 R2 14 13.0 0.012 6.1 LOS A 0.0 0.3 0.24 0.56 51.9

Approach 23 13.0 0.012 3.6 NA 0.0 0.3 0.14 0.33 54.9

North: Coominya Connection Rd

7 L2 13 13.0 0.082 5.7 LOS A 0.3 2.5 0.12 0.57 52.6

9 R2 65 13.0 0.082 6.4 LOS A 0.3 2.5 0.12 0.57 52.4

Approach 78 13.0 0.082 6.3 LOS A 0.3 2.5 0.12 0.57 52.4

West: Coominya Connection Rd

10 L2 115 13.0 0.068 5.7 LOS A 0.0 0.0 0.00 0.57 53.1

11 T1 12 13.0 0.006 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 126 13.0 0.068 5.2 NA 0.0 0.0 0.00 0.52 53.6

All Vehicles 227 13.0 0.082 5.4 NA 0.3 2.5 0.06 0.52 53.3

MOVEMENT SUMMARY

Site: Coominya Conn Rd / West Road 2028 PM Full dev PM Peak hour Year 2028 with full development Giveway / Yield (Two-Way)


Mov ID ODMov


Level of Service


Effective Stop Rate



East: West Road

5 T1 11 13.0 0.006 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

6 R2 18 13.0 0.015 6.0 LOS A 0.1 0.4 0.20 0.56 52.0

Approach 28 13.0 0.015 3.8 NA 0.1 0.4 0.13 0.35 54.7

North: Coominya Connection Rd

7 L2 115 13.0 0.113 5.7 LOS A 0.4 3.4 0.04 0.56 52.9

9 R2 19 13.0 0.113 6.3 LOS A 0.4 3.4 0.04 0.56 52.7

Approach 134 13.0 0.113 5.8 LOS A 0.4 3.4 0.04 0.56 52.9

West: Coominya Connection Rd

10 L2 84 13.0 0.050 5.7 LOS A 0.0 0.0 0.00 0.57 53.1

11 T1 8 13.0 0.005 0.0 LOS A 0.0 0.0 0.00 0.00 60.0

Approach 93 13.0 0.050 5.2 NA 0.0 0.0 0.00 0.52 53.6

All Vehicles 255 13.0 0.113 5.4 NA 0.4 3.4 0.04 0.52 53.4

FIGURE 5.6 – SIDRA MODELLING RESULTS FOR COOMINYA CONN ROAD / WEST ROAD (2028 WITH FULL DEV)

6.0 PAVEMENT IMPACTSFIGURE 5.6 – SIDRA

MODELLING RESULTS FOR COOMINYA CONN ROAD / WEST ROAD (2028 WITH FULL DEV)

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An analysis of pavement impacts has been undertaken along the Brisbane Valley Highway and

Coominya Connection Road. The pavement impact assessment has been undertaken in accordance

with the Department of Transport and Main Road’s (DTMR) Guidelines for Assessment of Road

Impacts of Development.

In accordance with the DTMR requirements a pavement impact assessment is required for any road

sections where the development traffic (during construction of operation) exceeds or equals 5% of

the background equivalent standard axles (ESAs) year for year.

The current and future traffic loads have been estimated from the surveys collected by the DTMR for

the respective roadways. It is assumed that all heavy vehicles generated by the development will

travel to and from the Brisbane Valley Highway with a 20/80 distribution to the north and south.

As shown in Appendix B, traffic counts carried out on the Coominya Connection Road (by RTG)

indicate a heavy vehicle percentage of approximately 13%. Vehicle classification data has not been

provided by the TMR and so the same percentage has been assumed. A summary of the current

(year 2016) daily heavy vehicle traffic volumes for the Brisbane Valley Highway and Coominya

Connection Road are shown in Table 6.1.

Table 6.1: Estimated Heavy Vehicle Traffic Volumes (Daily)

Brisbane Valley Highway (just south of Coominya)

Total volume Estimated HV

2,900 377


Total volume Estimated HV

1750 228

A standard axle is defined as a dual tyred axle transmitting a load of 80kN (or 8.2 tonnes) to the road

pavement. Equivalent Standard Axles are the number of Standard Axles that are equivalent in the

damaging effect on a pavement for a given vehicle. In accordance with the DTMR requirements, 3.2

Equivalent Standard Axles (ESA’s) per Heavy Vehicle (HV) are applicable on all State controlled roads

other than the Bruce Highway. Light vehicles (cars) have a negligible impact upon the pavement life,

and therefore have not been considered in this assessment.

6.0 PAVEMENT IMPACTS

6.1 Assessment Methodology6.0 PAVEMENT IMPACTS

6.2 Current and Future Traffic Loads




6.3 Design Traffic Loads6.2 Current and Future Traffic Loads




6.1 Assessment Methodology




6.2 Current and Future Traffic Loads6.1 Assessment Methodology




of 74

Application of the above Equivalent Standard Axles (ESAs) / Heavy Vehicle (HV), indicates the current

traffic loading is approximately as follows:

Brisbane Valley Highway = 377 × 3.2 = 12,064 ESAs per day

107 million ESAs over 20 years (assumes 2% pa)

Coominya Connection Road = 228 × 3.2 = 730 ESAs per day

6.5 million ESAs over 20 years (assumes 2% pa)

It is expected that the Brisbane Valley Highway would have been designed in accordance with the

requirements for an Arterial road, and the Coominya Connection Road as a Freight Dependent

Development road.

Therefore, in accordance with the table below, the design life of each road is considered to be as

follows:

Coominya Connection Road - 10,000,000 ESAs over 20 years

Brisbane Valley Highway - 38,000,000 ESAs over 40 years

It is considered therefore, that the existing pavements comfortably accommodate current traffic

loadings with considerable spare capacity available for traffic growth.

6.3 Design Traffic Loads








FIGURE 6.1 – DESIGN TRAFFIC LOADING FOR VARIOUS ROAD TYPES




6.4 Development Pavement ImpactsFIGURE 6.1 – DESIGN

TRAFFIC LOADING FOR VARIOUS ROAD TYPES




of 74

It is estimated that the proposed development will generate in the order of 30 heavy vehicle

movements per day (in + out). This equates to the following number of ESAs:

30 × 3.2 ESAs / HV = 96 ESAs per day

30,048 ESAs per annum (assumes 6 days per week operation)

0.6 million ESAs over 20 years

This equates to approximately 6% of the pavement loading capacity of the Coominya Connection

Road and less than 1.5% of that for the Brisbane Valley Highway. It is considered therefore, that the

development will not have a significant impact upon the Brisbane Valley Highway, however a

contribution towards pavement rehabilitation and maintenance costs may be appropriate for the

Coominya Connection Road. This should be assessed in detail at the Development Application for a

Development Permit stage when more accurate development details are known.

6.4 Development Pavement Impacts

7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS6.4 Development Pavement

Impacts

7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS

APPENDIX A – TRAFFIC SURVEY DATA7.0 SUMMARY OF CONCLUSIONS &

RECOMMENDATIONS6.4 Development Pavement Impacts


Impacts

7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS 6.4 Development Pavement Impacts


Impacts


APPENDIX A – TRAFFIC SURVEY DATA7.0 SUMMARY OF CONCLUSIONS &

RECOMMENDATIONS6.4 Development Pavement Impacts


Impacts

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• The subject site is located on the south east corner of the Coominya Connection Road /

Brisbane Valley Highway intersection. The site is identified as 390 West Road and 29

Coominya Connection Road and has a total site area of approximately 317.9 hectares.

• The proposed master plan comprises of ten precincts, each with a land use or uses relating to

cattle grazing or poultry farming. The proposal includes tourist based attractions and

educational facilities, together with the core farming activities. A service station has

previously been approved for the corner of the Brisbane Valley Highway and the Coominya

Connection Road (within the site).

• The site is bounded by two State controlled roads (Brisbane Valley Highway and the

Coominya Connection Road) and a Council controlled road (West Road). Access is proposed

via two locations off the Coominya Connection Road, and two locations off West Road.

• A review of current and projected traffic volumes in the area together with an assessment of

the likely traffic generation of component of the development indicates that only basic left

and right turning treatments will be required at each access intersection. However, such can

be verified at the Development Application (for a Development Permit) stage for each

precinct when more accurate development characteristics are known.

• SIDRA analysis indicates that the Brisbane Valley Highway / Coominya Connection Road and

Coominya Connection Road / West Road intersections will not require upgrading as a

consequence of the proposed development.

• Traffic generated by the proposal will not trigger the need for capacity upgrades on the

Brisbane Valley Highway or Coominya Connection Road.

• Development traffic pavement impacts equate to approximately 6% of the pavement loading

capacity of the Coominya Connection Road and less than 1.5% of that for the Brisbane Valley

Highway. It is considered therefore, that the development will not have a significant impact

upon the Brisbane Valley Highway, however a contribution towards pavement rehabilitation

and maintenance costs may be appropriate for the Coominya Connection Road. This should

be assessed in detail at the Development Application for a Development Permit stage when

more accurate development details are known.


APPENDICES7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS

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APPENDIX A – OVERALL PRECINCT PLAN AND INDICATIVE DEVELOPMENT PLANS

APPENDIX B – TRAFFIC SURVEY DATA

APPENDIX C –DEVELOPMENT TRAFFIC TURNING MOVEMENTS

APPENDIX D – SIDRA MODELLING RESULTS

APPENDICES

APPENDIX A – OVERALL PRECINCT PLAN AND INDICATIVE DEVELOPMENT PLANSAPPENDICES

of 74

APPENDIX A – INDICATIVE DEVELOPMENT PLANS

APPENDIX B – DETAILED TRAFFIC SURVEY DATAAPPENDIX A – OVERALL PRECINCT PLAN AND INDICATIVE DEVELOPMENT PLANS

of 74

APPENDIX B – DETAILED TRAFFIC SURVEY DATA

APPENDIX B – DETAILED TRAFFIC SURVEY DATA

of 74

BRISBANE VALLEY HIGHWAY / COOMINYA CONNECTION ROAD

of 74

COOMINYA CONNECTION ROAD / WEST ROAD

of 74

NORTHBOUND

NORTHBOUND

of 74

SOUTHBOUND

SOUTHBOUND

of 74

TWO WAY

APPENDIX C

–

DEVELOPM

ENT

TRAFFIC

TURNING

MOVEMEN

TSTWO

WAY

of 74



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PRECINCT 1 –

HOSPITALITY PRECINCT

AM PEAK HOUR

PRECINCT 1 –


AM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway

Forest Hill Fernvale

Road


Road Warrego Highway

Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

0

0

0

0

0

0

0

0

0

0

1

1

00

00

7

7

3

3

1 2

1 2

0

0

2 0

2 0 4

4 1

1

2

2

1

1

0

0 0 0

0 0 0

0 0

0

3

2

3

2

10

10 Hospitality Precinct

Access

Hospitality Precinct

Access

5

5

of 74

PRECINCT 1 –


PM PEAK HOUR

PRECINCT 1 –


PM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

0

0

0

0

0

0

0

0

0

0

1

1

00

00

00

00

00 00

00 00

1

1

4 1

4 1 8

8 2

2

6

6

5

5

002

002 2 0

2 0 3

3 2

2

20

5

20

5

15

15 Access

Access 10

10

of 74

PRECINCT 2 –

MAIN ABATTOIR

AM PEAK HOUR

PRECINCT 2 –

MAIN ABATTOIR

AM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

0

0

0

0

0

0

1

1

1

1

1

1

10

3

10

3

10

10

7

7

3

3

3 7

3 7

0

0

2 1

2 1 2

2 1

1

1

1

1

1

0

0 1 0

1 0 0

0 0

0

Access

Access 3

3

of 74

PRECINCT 2 –

MAIN ABATTOIR

PM PEAK HOUR

PRECINCT 2 –

MAIN ABATTOIR

PM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

0

0

0

0

0

0

1

1

1

1

1

1

10

3

10

3

10

10

7

7

3

3

3 7

3 7

0

0

2 1

2 1 2

2 1

1

1

1

1

1

0

0 1 0

1 0 0

0 0

0

Access

Access 3

3

of 74

PRECINCT 3 –

SERVICE STATION

AM PEAK HOUR

PRECINCT 3 –

SERVICE STATION

AM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

00

00

00

00

00

00

00

00

00

00

00

00

20

20

00

00

00 00

00 00

00

00

00 00

00 00 00

00 00

00

00

00

00

00

00

00 00 00

00 00 00

00 00

00

00

00

10

10

10

10

10

10

20

20

of 74

PRECINCT 3 –

SERVICE STATION

PM PEAK HOUR

PRECINCT 3 –

SERVICE STATION

PM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

00

00

00

00

00

00

00

00

00

00

00

00

20

20

00

00

00 00

00 00

00

00

00 00

00 00 00

00 00

00

00

00

00

00

00

00 00 00

00 00 00

00 00

00

00

00

10

10

10

10

10

10

20

20

of 74

PRECINCT 4 –

QUAIL FARM

AM PEAK HOUR

PRECINCT 4 –

QUAIL FARM

AM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

0

1

0

1

0

0

1

1

1

1

1

1

2

2

0

0

0 1

0 1

1

1

0 2

0 2 1

1 1

1

0

0

0

0

0

0 0 0

0 0 0

0 0

0

3

3

1 1

1 1

1

1

Access

Access

of 74

PRECINCT 4 –

QUAIL FARM

PM PEAK HOUR

PRECINCT 4 –

QUAIL FARM

PM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

0

1

0

1

0

0

1

1

0

0

1

1

1

1

0

0

0 2

0 2

1

1

0 1

0 1 00

00 2

1

2

1 00

00

00

00

00

00 00 00

00 00 00

00 00

00

1

1

3 1

3 1

00

00

Access

Access

of 74

PRECINCT 5 –

POULTRY FARM

AM PEAK HOUR

PRECINCT 5 –

POULTRY FARM

AM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

00

00

00

00

00

00

00

00

00

00

00

00

3

2

3

2

2

2

2

2

0

0

1 2

1 2

00

00

2 0

2 0 1

1 0

0

00

00

1

1

00

00 00 00

00 00 00

00 00

00

Access

Access 1

1

of 74

PRECINCT 5 –

POULTRY FARM

PM PEAK HOUR

PRECINCT 5 –

POULTRY FARM

PM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

00

00

00

00

00

00

00

00

00

00

00

00

3

2

3

2

2

2

2

2

0

0

1 2

1 2

00

00

2 0

2 0 1

1 0

0

00

00

1

1

00

00 00 00

00 00 00

00 00

00

Access

Access 1

1

of 74

PRECINCT 6 – POULTRY

FARM (STAGE ONE)

AM PEAK HOUR


FARM (STAGE ONE)

AM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

00

00

00

00

00

00

00

00

00

00

00

00

3

2

3

2

2

2

2

2

0

0

1 2

1 2

00

00

2 0

2 0 1

1 0

0

00

00

1

1

00

00 00 00

00 00 00

00 00

00

Access

Access 1

1

of 74


FARM (STAGE ONE)

PM PEAK HOUR


FARM (STAGE ONE)

PM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

00

00

00

00

00

00

00

00

00

00

00

00

3

2

3

2

2

2

2

2

0

0

1 2

1 2

00

00

2 0

2 0 1

1 0

0

00

00

1

1

00

00 00 00

00 00 00

00 00

00

Access

Access 1

1

of 74

PRECINCT 7 –

GRAZING AND RESEARCH

AM PEAK HOUR

PRECINCT 7 –


AM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

00

00

00

00

00

00

1

1

1

1

1

1

2

2

0

0

00 1

00 1

00

00

0 2

0 2 1

1 1

1

00

00

00

00

00

00 00 00

00 00 00

00 00

00

00

00 1

1

1 1

1 1

Access

Access

of 74

PRECINCT 7 –


PM PEAK HOUR

PRECINCT 7 –


PM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

00

00

00

00

00

00

1

1

1

1

1

1

1

1

00

00

00 00

00 00

00

00

00 1

00 1 00

00 00

00

00

00

00

00

00

00 00 00

00 00 00

00 00

00

00

00

1

1 1

1

3 1

3 1

Access

Access

of 74

PRECINCT 8 –

TOURIST CABINS

AM PEAK HOUR

PRECINCT 8 –

TOURIST CABINS

AM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

00

00

00

00

00

00

00

00

00

00

00

00

1

0

1

0

2

2

2

2

0

0

0 1

0 1

00

00

00 00

00 00 00

00 00

00

00

00

00

00

00

00 00 00

00 00 00

00 00

00

00

00

Access

Access 0

0

of 74

PRECINCT 8 –

TOURIST CABINS

PM PEAK HOUR

PRECINCT 8 –

TOURIST CABINS

PM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

00

00

00

00

00

00

00

00

00

00

00

00

2

0

2

0

1

1

1

1

0

0

00 2

00 2

00

00

00 00

00 00 00

00 00

00

00

00

00

00

00

00 00 00

00 00 00

00 00

00

Access

Access 0

0

of 74

PRECINCT 9 – FUTURE

EDUCATION AND INDUSTRY

AM PEAK HOUR



AM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

00

00

00

00

00

00

00

00

00

00

00

00

3

1

3

1

5

5

4

4

1

1

1 2

1 2

00

00

1 0

1 0 2

2 2

2

1

1

1

1

1

1 1 1

1 1 1

1 0

0

Access

Access 2

2

of 74



PM PEAK HOUR



PM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

00

00

00

00

00

00

00

00

00

00

00

00

5

2

5

2

3

3

2

2

1

1

1 4

1 4

00

00

2 0

2 0 1

1 00

00

1

1

1

1

1

1 1 0

1 0 1

1 0

0

Access

Access 1

1

of 74

PRECINCT 10 –

LIGHT INDUSTRY

AM PEAK HOUR

PRECINCT 10 –

LIGHT INDUSTRY

AM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

00

00

00

00

00

00

2

2

2

2

00

00

2

2

1

1

0 2

0 2

00

00

0 3

0 3 2

2 2

1

2

1 00

00

00

00

00

00 00 00

00 00 00

00 00

00

5

5

3 1

3 1

2

2

of 74

PRECINCT 10 –

LIGHT INDUSTRY

PM PEAK HOUR

PRECINCT 10 –

LIGHT INDUSTRY

PM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

0

2

0

2

00

00

1

1

1

1

1

1

2

2

0

0

1 3

1 3

2

2

0 2

0 2 1

1 4

1

4

1 00

00

00

00

00

00 00 00

00 00 00

00 00

00

3

3

5 2

5 2

1

1

of 74

OVERALL DEVELOPMENT

AM PEAK HOUR

OVERALL DEVELOPMENT

AM PEAK HOUR

5

5

3 1

3 1

2

2

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

0

1

0

1

0

0

7

7

7

7

7

7

19

7

19

7

20

20

28

28

20

20

16 20

16 20

1

1

8 8

8 8

10

4

10

4

7

1

7

1 6

6

4

4

4

4 3 1

3 1 4

4 2

2

3

3

1 1

1 1 3

3 00

00

1

1

1 1

1 1

Access

Access

Access

Access

Access

Access

3

2

3

2

10

10 Access

Access 5

5

9

9

of 74

OVERALL DEVELOPMENT

PM PEAK HOUR

OVERALL DEVELOPMENT

PM PEAK HOUR

Coominya Connection

Road

Coominya Connection

Road

Brisbane Valley

Highway

Brisbane Valley

Highway


Road



Warrego Highway

West Road

West Road

Brisbane Valley

Highway

Brisbane Valley

Highway

SITE

SITE

0

3

0

3

0

0

6

6

6

6

6

6

13

9

13

9

00

00

28

28

20

20

21 37

21 37

3

3

12 5

12 5 14

14 10

2

10

2 3

3

3

3

3

3 2 1

2 1 2

2 1

1

1

1

3 1

3 1 1

1 1

1

6

6

3 1

3 1

Access

Access

Access

Access

Access

Access

20

5

20

5

15

15 Access

Access 10

10

7

7

3

3

5 2

5 2

1

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Brisbane Valley Highway / Coominya Connection Road

Full development / 2028 background traffic volumes

TRAFFIC IMPACT ASSESSMENT (PRELIMINARY APPROVAL) · 2018. 10. 17. · Page 4 of 74 Rytenskild...

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Transcript of TRAFFIC IMPACT ASSESSMENT (PRELIMINARY APPROVAL) · 2018. 10. 17. · Page 4 of 74 Rytenskild...