coominya quarry – response to dilgp’s …...updated pia analysis sect road road name road...

Department Principal: Bryce Trevilyan Project Contact: Bryce Trevilyan

Traffic Transport Engineering www.ttplus.com.au

ABN: 54 619 700 239 Queensland 6 Mayneview Street, Milton Qld 4064 PO Box 1779, Milton BC, Qld 4064 P: +61 7 3871 0411 F: +61 7 3367 3317 E: [email protected]

Ref: 10009:730 03 May 20108 Diane Kerr and Assoicates c/- Zanows’ Concrete and Quarries Pty Ltd Dear Diane

Re: Coominya Quarry

Traffic Advice – Response to DILGP’s Information Request

We refer to your request to provide traffic engineering advice in relation to the traffic-related items of the

Department of Infrastructure, Local Government and Planning (DILGP) information request related to the

proposed Coominya Quarry, dated 14 July 2017.

Traffic-related information request items and responses prepared by Traffic and Transport Plus are provided

below:

Information Request Item No. 1

“ Pavement Impact Assessment

In accordance with the State Development Assessment Provisions (SDAP) Module 18.1 – Filling, excavation

and structures state code, Table 18.1.1, Performance Outcome (PO) 11, the applicant should demonstrate that

where the quantity of fill or excavated spoil material being imported or exported for a development exceeds

10,000 tonnes, and haulage will be on a state-controlled road, any impact on the infrastructure is identified and

mitigation measures implemented.

The Rocky Gully Road, Coominya Quarry Traffic Report prepared by MRCagney Pty Ltd dated 25 May 2017,

issue 2 has identified for pavement impacts, a contribution rate of 20.20 cents / tonne for a production rate of

up to 500,000 tonnes. It is noted that the description states an anticipated maximum production threshold of up

to 500,000 tonnes per annum, however, the type of approval sought will allow for an extraction and screening

rate of up to 1,000,000 tonnes per year.

The applicant is requested to submit further information to ensure that impacts on the state-controlled road

network are identified and mitigation measures are implemented to compensate for the effects on the state -

controlled road for the entire extraction rate the approval will allow.

mailto:[email protected]

180503_10009__730_001_Response to DILGP IR 2

To demonstrate compliance with PO11, it is requested the applicant provides the following:

• An assessment of the pavement impacts for an extraction rate of 500,000 – 1,000,000 tonnes per year;

and

• Provide an electronic copy of the completed pavement impact assessment spreadsheet.

If a higher contribution rate is identified as required for 500,000 – 1,000,000 tonnes per year this would only be

applicable on any extraction exceeding 500,000 tonnes per annum.”

Response to Information Request Item No. 1

The maximum production rate being applied for in this development application is 500,000 tonnes per annum;

accordingly, the annual production rate of the site would not exceed 500,000 tonnes per annum. Whilst the

ERA category that the application falls within is less than 1 million tpa, the condi tions of approval sought would

include a cap at 500,000 tpa. In the event the annual production rate of the site was to look to exceed 500,000

tonnes per annum, another development application (including an additional pavement contribution analysis)

would be required to be submitted.

Since the time of writing the MRCagney traffic report (Ref. 1), updated MRD input costs have been provided

and have been requested to be included in the analysis.

The MRD input costs referred to in MRCagney’s Traffic Impact Assessment Report (Ref.1) and the updated

MRD input costs2 included in Attachment A – Updated MRD Input Costs, provided by Nicola Powell of the

Development of Transport and Main Roads (DTMR), are included in Table 1 - MRD Input Costs for comparison.

Table 1 – MRD Input Costs

MRD input costs

used in Ref.1

Updated MRD input costs

Provided by Nicola Powell of DTMR

1 “Traffic Impact Assessment Report, Rocky Gully Road, Coominya Quarry”, MRCagney, 25 May 2017. 2 Nicola Powell of DTMR did not provided the base year of the updated MRD input costs. We have been told by another DTMR officer that the base year of the updated MRD input costs is 2016 (the old MRD input costs was superseded on 17 October 2016).


The same assessment and project operational parameters that are outlined in MRCagney’s Traffic Impact

Assessment Report (Ref.1) have again been input into DTMR’s pavement contribution spreadsheet, but with

the updated MRD input costs requested to be adopted. The results of the updated pavement contribution

analysis show that the DTMR spreadsheet calculated pavement contribution increases from 20.20 to 23.29

cents / tonne with the updated MRD input costs.

An electronic copy of the excel file of the updated pavement contribution analysis has also been provided, and

a printed version of the PIA spreadsheet has been included in Attachment B – Updated PIA Analysis.

I trust that this information is of assistance. If you require any additional assistance in relation to this matter,

please do not hesitate to contact me.

Yours faithfully

Bryce Trevilyan – RPEQ #7745

Traffic and Transport Plus


Attachment A

Updated MRD Input Costs


Attachment B

Updated PIA Analysis

Sect Road Road Name Road Sections Lgth Total

No. No. (km) To From To From To From ($)

1

2 411Coominya Connection Road 0-4km (all directions) 4 1.7% 20.9% $459,328 $3,618 $92,877 $555,823

3

4 42ABrisbane Valley Highway 4-20.4km (East) 16.38 0.4% 4.7% $127,388 $127,388

5 42ABrisbane Valley Highway 20.4-31.2km (East) 10.99 0.4% 4.3% $66,951 $66,951

6 42ABrisbane Valley Highway 31.2-36.4km (East) 5.3 0.3% 3.4% $24,344 $24,344

7

8 18A Warrego Highway 36.4-44.2km (East->East) 0.0% 0.5% $0 $0

9 18A Warrego Highway 44.2-51.7km (East->East) 0.0% 0.2% $0 $0

10

11 42ABrisbane Valley Highway 4-25.2km (North) 0.1% 1.4% $0 $0

12 42ABrisbane Valley Highway 25.2-26.4km (North) 0.2% 1.7% $0 $0



15 42ABrisbane Valley Highway 43.0+60.9km (North) 0.1% 0.9% $0 $0

16

17 411Coominya Connection Road 0-8.9km (South) 8.88 0.2% 2.3% $18,260 $18,260

18 412Forest Hill Fernvale Road 8.9-22.9kim (South) 14 0.2% 2.4% $22,513 $22,513

19

20

21 18A Warrego Highway 22.9-30.7km (South) 0.0% 0.1% $0 $0




25 18A Warrego Highway 57.4-69.0km (Southt) 0.0% 0.1% $0 $0


27

28

29

30

Totals [1] = 59.6 $0 $459,328 $3,618 $352,333 $815,280

Start of Development Traffic = 2018 ESA Increase Trigger = 5.0%

Development Duration 30 years Total Tonnage = 3,500,000 tonnes

Developer Contribution expressed as a Cost per Tonne (@ the PV Base Yr.)

cents / tonne = 23.29

cents / tonne / km = 0.39

[1] Includes only road sections that are subject to Development Generated Traffic > 5%

Protection Passord for all worksheets = mrd

0

Developer Contribution Summary

Mtce ($)Rehab ($)Reduced Pvt Life

Dev. Contribution (@ the PV Base Yr.)

Seal Width Rehabilitation Costs Annual Routine Mtce.

m $ / km $ / km

3.6 $828,000 $4,700

4 $920,000 $5,070

4.5 $1,035,000 $5,720

5 $1,150,000 $6,000

5.5 $1,265,000 $7,900

6 $1,380,000 $9,800

6.5 $1,495,000 $9,450

7 $1,610,000 $9,100

7.5 $1,725,000 $9,700

8 $1,840,000 $10,300

8.5 $1,955,000 $10,650

9 $2,070,000 $11,000

9.5 $2,185,000 $11,600

10 $2,300,000 $12,200

10.5 $2,415,000 $12,550

11 $2,530,000 $12,900

11.5 $2,645,000 $13,500

12 $2,760,000 $14,100

Base year for the above costs = 2016

(a) ESA's / HV = 2.9 ESA's/HV (Bruce Hwy)

= 3.2 ESA's/HV (All Other Roads)

(b) Roughness Increase = 3 counts per year

(c Terminal Roughness*= 110 NRM (Bruce Hwy)

= 120 NRM (All other Roads)

(d) Inflation Rate = 7%

(e) Discount Rate = 6%

(f) HV Growth Rate = adopt a constant 3% for all road sections, unless

(background traffic) agreed otherwise by Central District.

INPUT COSTS

*Note :- Terminal Roughness is considered to be a more realistic indicator of rehabilitation

timing than pavement age or other methods of estimating the life of the existing

pavement.

MRD INPUT COSTS

BITUMEN ROADS REHAB. & MTCE (incl. RESEAL) COSTS

OTHER INPUT DATA

Bus / Truck O O

Axles Single Single

Tyres Single Dual

Legal Loading (t) 6 9 15.00 tonne

Base Load / ESA 5.4 8.2

Unloaded Axle Group Load (t) 4.5 4 8.5 tonne

ESA's 0.482 0.057 0.54 ESA

Loaded Axle Group Load (t) 6.00 9.00 15.00 tonne

ESA's [1] 1.524 1.451 2.98 ESA

Payload = 6.5 tonne ESA/t Payload = 0.0829 unloaded

Max Legal Payload = 6.5 tonne [2] ESA/t Payload = 0.4577 loaded

Tandem Truck O OO

Axles Single Tandem

Tyres Single Dual

Legal Loading (t) 6 16.5 22.50 tonne


Unloaded Axle Group Load (t) 4.5 5 9.5 tonne

ESA's 0.482 0.017 0.50 ESA


ESA's [1] 1.524 2.044 3.57 ESA



Semi-Trailer O OO OOO

Axles Single Tandem Tri

Tyres Single Dual Dual

Legal Loading (t) 6 16.5 20.00 42.50 tonne

Base Load / ESA 5.4 13.8 18.5

Unloaded Axle Group Load (t) 4.5 5 6.5 16 tonne

ESA's 0.482 0.017 0.015 0.51 ESA

Loaded Axle Group Load (t) 6.00 16.50 20.00 42.50 tonne

ESA's [1] 1.524 2.044 1.366 4.93 ESA



B-Double O OO OOO OOO

Axles Single Tandem Tri Tri

Tyres Single Dual Dual Dual

Legal Loading (t) 6 16.5 20.00 20.00 62.50 tonne

Base Load / ESA 5.4 13.8 18.5 18.5

Unloaded Axle Group Load (t) 4.5 5 6.5 6.5 22.5 tonne

ESA's 0.482 0.017 0.015 0.015 0.53 ESA

Loaded Axle Group Load (t) 6.00 16.50 20.00 20.00 62.50 tonne

ESA's [1] 1.524 2.044 1.366 1.366 6.30 ESA



Road Train 1 O OO OOO OOO OOO

Axles Single Tandem Tri Tri Tri

Tyres Single Dual Dual Dual Dual

Legal Loading (t) 6 16.5 20.00 20.00 20.00 82.50 tonne

Base Load / ESA 5.4 13.8 18.5 18.5 18.5

Unloaded Axle Group Load (t) 4.5 5 6.5 6.5 6.5 29 tonne

ESA's 0.482 0.017 0.015 0.015 0.015 0.55 ESA

Loaded Axle Group Load (t) 6.00 16.50 20.00 20.00 20.00 82.50 tonne

ESA's [1] 1.524 2.044 1.366 1.366 1.366 7.67 ESA



[1] If the "payload" is more or less than legal, "axle group loadings" are proportioned based on the legal and the unloaded tonnages.

[2] Calculated from the max legal loads & generic unloaded (tare) weights for each axle group of the HV.

Totals

Totals

Totals

_________ _____________

Totals

_________

Totals

Vehicle Combination / ESA Calculation 1 _______

_________

_________

Truck + 4 Dog O OO OO OO

Axles Single Tandem Tandem Tandem

Tyres Single Dual Dual Dual

Legal Loading (t) 6 16.5 16.50 16.50 55.50 tonne

Base Load / ESA 5.4 13.8 13.8 13.8

Unloaded Axle Group Load (t) 4.5 5 5 5 19.5 tonne

ESA's 0.482 0.017 0.017 0.017 0.53 ESA

Loaded Axle Group Load (t) 6.00 16.50 16.50 16.50 55.50 tonne

ESA's [1] 1.524 2.044 2.044 2.044 7.66 ESA



AB Triple O OO OOO OOO OOO OOO

Axles Single Tandem Tri Tri Tri Tri

Tyres Single Dual Dual Dual Dual Dual

Legal Loading (t) 6 16.5 20.00 20.00 20.00 20.00 102.50 tonne

Base Load / ESA 5.4 13.8 18.5 18.5 18.5 18.5

Unloaded Axle Group Load (t) 4.5 5 6.5 6.5 6.5 6.5 35.5 tonne

ESA's 0.482 0.017 0.015 0.015 0.015 0.015 0.56 ESA

Loaded Axle Group Load (t) 6.00 16.50 20.00 20.00 20.00 20.00 102.50 tonne

ESA's [1] 1.524 2.044 1.366 1.366 1.366 1.366 9.03 ESA

Payload = 67 tonne ESA/t Payload = 0.0084 unloaded


O OO

Axles Single Tandem

Tyres Single Dual

Legal Loading (t) 6 16.5 22.50 tonne


Unloaded Axle Group Load (t) 0 tonne

ESA's 0.000 0.000 0.00 ESA


ESA's [1] 0.000 0.000 0.00 ESA

Payload = tonne ESA/t Payload = #DIV/0! unloaded

Max Legal Payload = 22.5 tonne [2] ESA/t Payload = #DIV/0! loaded

ESA / t

(payload)

Bus / Truck 0.0829

Tandem Truck 0.0384 20.0% 0.0077

Semi-Trailer 0.0194

B-Double 0.0132 5.0% 0.0007

Road Train 1 0.0102

Truck + 4 Dog 0.0148 75.0% 0.0111

AB Triple 0.0084

0

100.0% 0.0195 ESAs / tonne of product "out the gate"

ESA / t

(payload)

Bus / Truck 0.4577

Tandem Truck 0.2745 20.0% 0.0549

Semi-Trailer 0.1862

B-Double 0.1575 5.0% 0.0079

Road Train 1 0.1433

Truck + 4 Dog 0.2126 75.0% 0.1595

AB Triple 0.1348

0

100.0% 0.2223 ESAs / tonne of product "out the gate"

Vehicle Combination / ESA Calculation 2 _______

Totals

_________ _____________

Totals

Totals

_______

Unloaded Vehicles

HV Type% of HV

fleet

Weigthed

Average

Loaded Vehicles

HV Type% of HV

fleet

Weigthed

Average

Start of Development Traffic = 2018 (= PV Base Yr.) ESA Increase Trigger = 5.0% Treasury Discount Rate = 6.0%

Development Duration = 30 years Roughness Increase = 3 Counts / yr Inflation % = 7.0% Inflation % = 7.0%

Base Year PV Base Yr. Base Year PV Base Yr.

2014 2014 2016 2018 2016 2018

Sect. Road Road Name Road Sections Ch. Ch Length AADT HV % Growth ESA Exist. Terminal Seal Mtce

No. No. (km) 2014 Adopt per HV Rough Rough. Width $/km $/lane-km $/km $/lane-km

1

2 411Coominya Connection Road0-4km (all directions) 0.0 4.0 4.0 1234 14.42 3.0% 3.2 67 120 7.06 $1,610,000 $921,645 $9,100 $5,209

3

4 42ABrisbane Valley Highway 4-20.4km (East) 32.7 16.3 16.4 3458 16.02 3.0% 3.2 60 120 10 $2,300,000 $1,316,635 $12,200 $6,984

5 42ABrisbane Valley Highway 20.4-31.2km (East) 16.3 5.3 11.0 7757 9.64 3.0% 3.2 82 120 11.4 $2,530,000 $1,448,299 $12,900 $7,385

6 42ABrisbane Valley Highway 31.2-36.4km (East) 5.3 0.0 5.3 9621 9.96 3.0% 3.2 83 120 11.6 $2,645,000 $1,514,130 $13,500 $7,728

7

8 18A Warrego Highway 36.4-44.2km (East->East) 15.1 7.2 7.8 38323 14.27 3.0% 3.2 67 120 7.3 $1,610,000 $921,645 $9,100 $5,209

9 18A Warrego Highway 44.2-51.7km (East->East) 7.2 0.0 7.2 48293 12.87 3.0% 3.2 48 120 10.2 $2,300,000 $1,316,635 $12,200 $6,984

10

11 42ABrisbane Valley Highway 4-25.2km (North) 32.7 53.6 20.9 2786 19.74 3.0% 3.2 65 120 9.3 $2,070,000 $1,184,972 $11,000 $6,297

12 42ABrisbane Valley Highway 25.2-26.4km (North) 53.6 55.0 1.4 4878 12.01 3.0% 3.2 94 120 16.5 $2,760,000 $1,579,962 $14,100 $8,072



15 42ABrisbane Valley Highway43.0+60.9km (North) 71.6 89.5 17.9 2720 17.76 3.0% 3.2 83 120 8.1 $1,840,000 $1,053,308 $10,300 $5,896

16

17 411Coominya Connection Road 0-8.9km (South) 4.0 12.9 8.9 1234 14.42 3.0% 3.2 70 120 7.8 $1,725,000 $987,476 $9,700 $5,553

18 412Forest Hill Fernvale Road 8.9-22.9kim (South) 4.4 18.4 14.0 1347 14.33 3.0% 3.2 82 120 6.7 $1,495,000 $855,813 $9,450 $5,410

19

20

21 18A Warrego Highway 22.9-30.7km (South) 47.7 55.5 7.8 20499 18.63 3.0% 3.2 49 120 10 $2,300,000 $1,316,635 $12,200 $6,984

22 18A Warrego Highway 30.7-50.6km (South) 55.5 75.4 19.9 14491 17.05 3.0% 3.2 54 120 10.7 $2,415,000 $1,382,467 $12,550 $7,184



25 18A Warrego Highway 57.4-69.0km (Southt) 92.2 93.8 1.6 14919 22.96 3.0% 3.2 78 120 17.3 $2,760,000 $1,579,962 $14,100 $8,072


27

28

29

30

Total = 178.7

ROAD SECTIONS AND LENGTHS ARMIS TRAFFIC DATA CONDITION AND STANDARDS

MRD INPUT DATA

Rehab. Costs Mtce. Costs

UNIT COSTS - Inflated up from Base Yr.

Increase Trigger = 5.0%

Discount Rate = 6.0% Discount Rate = 6.0%

Sect. Road Road Name Length ESA's/lane Routine Mtce Unit Cost 1 2 3 4 5 6 7 8 9 10 PV 1 2 3 4 5 6 7 8 9 10 PV

No. No. (km) per Year $/lane-km/yr $/ESA/km/yr 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Total 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Total

1

2 411 0-4km (all directions) 4 1.17E+05 $5,209 $0.0445 $880 $900 $914 $924 $3,618 $7,127 $7,850 $8,452 $8,976 $9,414 $9,759 $10,049 $10,274 $10,430 $10,546 $92,877

3

4 42A 4-20.4km (East) 16.38 3.64E+05 $6,984 $0.0192 $9,775 $10,767 $11,593 $12,311 $12,911 $13,386 $13,782 $14,091 $14,306 $14,465 $127,388

5 42A 20.4-31.2km (East) 10.99 4.92E+05 $7,385 $0.0150 $5,138 $5,659 $6,093 $6,470 $6,786 $7,035 $7,244 $7,406 $7,519 $7,602 $66,951

6 42A 31.2-36.4km (East) 5.3 6.30E+05 $7,728 $0.0123 $2,229 $2,400 $2,548 $2,673 $2,771 $2,853 $2,917 $2,961 $2,994 $24,344

7

8 18A 36.4-44.2km (East->East) 7.84 3.59E+06 $5,209 $0.0014 $0

9 18A 44.2-51.7km (East->East) 7.22 4.09E+06 $6,984 $0.0017 $0

10

11 42A 4-25.2km (North) 20.89 3.61E+05 $6,297 $0.0174 $0

12 42A 25.2-26.4km (North) 1.43 3.85E+05 $8,072 $0.0210 $0

13 42A 26.4-29.6km (North) 3.16 3.94E+05 $6,297 $0.0160 $0

14 42A 29.6-43.0km (North) 13.4 3.66E+05 $6,097 $0.0167 $0

15 42A 43.0+60.9km (North) 17.93 3.18E+05 $5,896 $0.0186 $0

16

17 411 0-8.9km (South) 8.88 1.17E+05 $5,553 $0.0475 $2,360 $2,475 $2,566 $2,642 $2,701 $2,742 $2,773 $18,260

18 412 8.9-22.9kim (South) 14 1.27E+05 $5,410 $0.0426 $3,505 $3,633 $3,741 $3,825 $3,883 $3,926 $22,513

19

20

21 18A 22.9-30.7km (South) 7.8 2.51E+06 $6,984 $0.0028 $0

22 18A 30.7-50.6km (South) 19.85 1.62E+06 $7,184 $0.0044 $0

23 18A 50.6-58.6km (South) 7.98 2.47E+06 $6,640 $0.0027 $0

24 18A 58.6-67.4km (South) 8.8 2.40E+06 $6,984 $0.0029 $0

25 18A 57.4-69.0km (Southt) 1.61 2.25E+06 $8,072 $0.0036 $0

26 18A 69.0-70.3km (South) 1.25 2.08E+06 $8,072 $0.0039 $0

27

28

29

30

Total = 178.7 $3,618 $352,333

Routine Mtce Contribution Calculation

Link Data Mtce Costs at PV Base Year ( 2018 ) TO(WARDS) Development - PV of Increases in Mtce Costs (year by year) FROM Development - PV of Increases in Mtce Costs (year by year)

Discount

Rate =6.0%

Discount

Rate =6.0%

20

Rehab. Bring Dev. Bring Dev.

Year for Forward Contrib. Forward Contrib.

Exist. Roughness Years to Rehab. Yr. Contrib Factor factor

Sect Road Road Name Road Sections Length Roughness at fail failure (Rough) Calc (2018)

No. No. (km) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

1

2 411Coominya Connection Road0-4km (all directions) 4 67 120 17.7 2032 2032 13.7 1.17E+05 2.00E+06 61,333 1.94E+06 13.3 0.35 0.0092 $33,934 700,088 1.30E+06 9.5 4.19 0.1246 $459,328

3

4 42ABrisbane Valley Highway 4-20.4km (East) 16.38 60 120 20.0 2034 2034 16.0 3.64E+05 7.56E+06 47,704 7.51E+06 15.9 0.08 0.0019 $39,936 544,513 7.02E+06 15.1 0.93 0.0219 $473,235

5 42ABrisbane Valley Highway 20.4-31.2km (East) 10.99 82 120 12.7 2027 2027 8.7 4.92E+05 4.93E+06 47,704 4.88E+06 8.6 0.07 0.0026 $41,567 544,513 4.38E+06 7.8 0.86 0.0309 $491,071

6 42ABrisbane Valley Highway 31.2-36.4km (East) 5.3 83 120 12.3 2026 2026 8.3 6.30E+05 6.04E+06 47,704 5.99E+06 8.3 0.06 0.0021 $16,828 544,513 5.50E+06 7.7 0.67 0.0246 $197,346

7

8 18A Warrego Highway 36.4-44.2km (East->East) 7.84 67 120 17.7 2032 2032 13.7 3.59E+06 6.14E+07 47,704 6.14E+07 13.7 0.01 0.0002 $1,658 544,513 6.09E+07 13.6 0.10 0.0026 $19,006

9 18A Warrego Highway 44.2-51.7km (East->East) 7.22 48 120 24.0 2038 2038 20.0 4.09E+06 1.13E+08 23,852 1.13E+08 20.0 0.00 0.0001 $550 272,256 1.13E+08 20.0 0.04 0.0007 $6,290

10

11 42ABrisbane Valley Highway 4-25.2km (North) 20.89 65 120 18.3 2032 2032 14.3 3.61E+05 6.55E+06 13,630 6.53E+06 14.3 0.02 0.0006 $15,234 155,575 6.39E+06 14.1 0.28 0.0071 $175,846

12 42ABrisbane Valley Highway 25.2-26.4km (North) 1.43 94 120 8.7 2023 2023 4.7 3.85E+05 1.96E+06 13,630 1.94E+06 4.6 0.03 0.0014 $3,052 155,575 1.80E+06 4.3 0.35 0.0156 $35,323



15 42ABrisbane Valley Highway 43.0+60.9km (North) 17.93 83 120 12.3 2026 2026 8.3 3.18E+05 3.04E+06 6,815 3.04E+06 8.3 0.02 0.0006 $11,202 77,788 2.97E+06 8.1 0.19 0.0068 $128,842

16

17 411Coominya Connection Road 0-8.9km (South) 8.88 70 120 16.7 2031 2031 12.7 1.17E+05 1.82E+06 6,815 1.82E+06 12.6 0.04 0.0011 $9,660 77,788 1.75E+06 12.2 0.45 0.0128 $112,294

18 412Forest Hill Fernvale Road 8.9-22.9kim (South) 14 82 120 12.7 2027 2027 8.7 1.27E+05 1.27E+06 6,815 1.27E+06 8.6 0.04 0.0014 $17,291 77,788 1.19E+06 8.2 0.47 0.0168 $201,137

19

20

21 18A Warrego Highway 22.9-30.7km (South) 7.8 49 120 23.7 2038 2038 19.7 2.51E+06 6.79E+07 6,815 6.79E+07 19.7 0.00 0.0000 $285 77,788 6.79E+07 19.6 0.02 0.0003 $3,251

22 18A Warrego Highway 30.7-50.6km (South) 19.85 54 120 22.0 2036 2036 18.0 1.62E+06 3.92E+07 6,815 3.92E+07 18.0 0.00 0.0000 $1,361 77,788 3.91E+07 18.0 0.03 0.0006 $15,550



25 18A Warrego Highway 57.4-69.0km (Southt) 1.61 78 120 14.0 2028 2028 10.0 2.25E+06 2.66E+07 3,407 2.66E+07 10.0 0.00 0.0000 $92 38,894 2.65E+07 10.0 0.01 0.0004 $1,049


27

28

29

30

$204,403 $2,455,124

Based on 2014 Roughness Data

Rehab. Year WITHOUT Dev Traffic. Cumul.B'gr

ESA (Dev

Start to

Rehab)

Years to

Rehab.

From Dev

Start

ESA's/yr at

Dev StartCumul.

Dev

Traffic

Reduced

B'ground

ESA's to

Rehab

Reduced

years to

Rehab.

Reduced

Pvt. Life

(years)

Cumul.

Dev TrafficYears to

Rehab (with

Dev)

Reduced

Pvt. Life

(years)

Reduced

B'ground

ESA's to

Rehab

To(wards) Development From Development

Rehabilitation Contribution Calculation

Reduced PVT. Life WITH Dev. Traffic -

(Dev. Start to Rehab. Year)PV - Rehab.PV - Rehab.

PVT. Life WITHOUT Dev. Traffic -

(Dev. Start to Rehab. Year)Rehab Design Life =

Reduced PVT. Life WITH Dev. Traffic - (Dev.

Start to Rehab. Year)

Estimated Background Traffic ESA'S at Development Start Date ( 2018 )

Pavement Design Life = 20 yrs

Cumul.

Sect. Length HV per ESA per ESA's per 1 2 3 4 5 6 7 8 9 10 B'ground

No. (km) 2014 % HV Growth 2018 %HV Heavy LANE HV Yr (2018) 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 ESAs

1 0.00E+00

2 411 0-4km (all directions) 4 1234 14.42 3.0% 1389 14.42 200 100 3.2 116,961 3.24E+06 1.17E+05 1.20E+05 1.24E+05 1.28E+05 1.32E+05 1.36E+05 1.40E+05 1.44E+05 1.48E+05 1.53E+05 1.34E+06

3 0.00E+00

4 42A 4-20.4km (East) 16.38 3458 16.02 3.0% 3892 16.02 623 312 3.2 364,124 1.01E+07 3.64E+05 3.75E+05 3.86E+05 3.98E+05 4.10E+05 4.22E+05 4.35E+05 4.48E+05 4.61E+05 4.75E+05 4.17E+06

5 42A 20.4-31.2km (East) 10.99 7757 9.64 3.0% 8731 9.64 842 421 3.2 491,510 1.36E+07 4.92E+05 5.06E+05 5.21E+05 5.37E+05 5.53E+05 5.70E+05 5.87E+05 6.04E+05 6.23E+05 6.41E+05 5.63E+06

6 42A 31.2-36.4km (East) 5.3 9621 9.96 3.0% 10829 9.96 1079 539 3.2 629,856 1.74E+07 6.30E+05 6.49E+05 6.68E+05 6.88E+05 7.09E+05 7.30E+05 7.52E+05 7.75E+05 7.98E+05 8.22E+05 7.22E+06

7 0.00E+00

8 18A 36.4-44.2km (East->East) 7.84 38323 14.27 3.0% 43133 14.27 6155 3078 3.2 3,594,556 9.95E+07 3.59E+06 3.70E+06 3.81E+06 3.93E+06 4.05E+06 4.17E+06 4.29E+06 4.42E+06 4.55E+06 4.69E+06 4.12E+07

9 18A 44.2-51.7km (East->East) 7.22 48293 12.87 3.0% 54354 12.87 6995 3498 3.2 4,085,305 1.13E+08 4.09E+06 4.21E+06 4.33E+06 4.46E+06 4.60E+06 4.74E+06 4.88E+06 5.02E+06 5.18E+06 5.33E+06 4.68E+07

10 0.00E+00

11 42A 4-25.2km (North) 20.89 2786 19.74 3.0% 3136 19.74 619 309 3.2 361,485 1.00E+07 3.61E+05 3.72E+05 3.83E+05 3.95E+05 4.07E+05 4.19E+05 4.32E+05 4.45E+05 4.58E+05 4.72E+05 4.14E+06

12 42A 25.2-26.4km (North) 1.43 4878 12.01 3.0% 5490 12.01 659 330 3.2 385,076 1.07E+07 3.85E+05 3.97E+05 4.09E+05 4.21E+05 4.33E+05 4.46E+05 4.60E+05 4.74E+05 4.88E+05 5.02E+05 4.41E+06



15 42A 43.0+60.9km (North) 17.93 2720 17.76 3.0% 3061 17.76 544 272 3.2 317,522 8.79E+06 3.18E+05 3.27E+05 3.37E+05 3.47E+05 3.57E+05 3.68E+05 3.79E+05 3.91E+05 4.02E+05 4.14E+05 3.64E+06

16 0.00E+00

17 411 0-8.9km (South) 8.88 1234 14.42 3.0% 1389 14.42 200 100 3.2 116,961 3.24E+06 1.17E+05 1.20E+05 1.24E+05 1.28E+05 1.32E+05 1.36E+05 1.40E+05 1.44E+05 1.48E+05 1.53E+05 1.34E+06

18 412 8.9-22.9kim (South) 14 1347 14.33 3.0% 1516 14.33 217 109 3.2 126,875 3.51E+06 1.27E+05 1.31E+05 1.35E+05 1.39E+05 1.43E+05 1.47E+05 1.51E+05 1.56E+05 1.61E+05 1.66E+05 1.45E+06

19 0.00E+00

20 0.00E+00

21 18A 22.9-30.7km (South) 7.8 20499 18.63 3.0% 23072 18.63 4298 2149 3.2 2,510,194 6.95E+07 2.51E+06 2.59E+06 2.66E+06 2.74E+06 2.83E+06 2.91E+06 3.00E+06 3.09E+06 3.18E+06 3.28E+06 2.88E+07




25 18A 57.4-69.0km (Southt) 1.61 14919 22.96 3.0% 16791 22.96 3855 1928 3.2 2,251,507 6.23E+07 2.25E+06 2.32E+06 2.39E+06 2.46E+06 2.53E+06 2.61E+06 2.69E+06 2.77E+06 2.85E+06 2.94E+06 2.58E+07


27 0.00E+00

28 0.00E+00

29 0.00E+00

30 0.00E+00

Background ESAs (EACH LANE) Year by Year without Dev.Design

Traffic (20

yr life)

APPENDIX 3

Estimated ESA's per Year at Dev Start (2018)

AADT Traffic (HV/day)

Link Road Section

Development Generated ESA's per Year

"Base" Annual Tonnage =

1 2 3 4 5 6 7 8 9 10

2018 2019 2020 2021 2022 2023 2024 2025 2026 2027

% of "Base" Annual Tonnage 40.0% 46.7% 53.3% 60.0% 66.7% 73.3% 80.0% 86.7% 93.3% 100.0% Total

Annual Tonnage 200,000 233,500 266,500 300,000 333,500 366,500 400,000 433,500 466,500 500,000 3,500,000

Cumul. Cumul.

Sect RoadRoad Name Road Section 1 2 3 4 5 6 7 8 9 10 Dev Traffic 1 2 3 4 5 6 7 8 9 10 Dev Traffic

No. No. % To From 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 ESA's 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 ESA's

1

2 411Coominya Connection Road0-4km (all directions) 90.0% 0.0195 0.2223 3.50E+03 4.09E+03 4.67E+03 5.26E+03 5.84E+03 6.42E+03 7.01E+03 7.60E+03 8.17E+03 8.76E+03 6.13E+04 4.00E+04 4.67E+04 5.33E+04 6.00E+04 6.67E+04 7.33E+04 8.00E+04 8.67E+04 9.33E+04 1.00E+05 7.00E+05

3

4 42ABrisbane Valley Highway4-20.4km (East) 70.0% 0.0195 0.2223 2.73E+03 3.18E+03 3.63E+03 4.09E+03 4.55E+03 5.00E+03 5.45E+03 5.91E+03 6.36E+03 6.81E+03 4.77E+04 3.11E+04 3.63E+04 4.15E+04 4.67E+04 5.19E+04 5.70E+04 6.22E+04 6.74E+04 7.26E+04 7.78E+04 5.45E+05

5 42ABrisbane Valley Highway20.4-31.2km (East) 70.0% 0.0195 0.2223 2.73E+03 3.18E+03 3.63E+03 4.09E+03 4.55E+03 5.00E+03 5.45E+03 5.91E+03 6.36E+03 6.81E+03 4.77E+04 3.11E+04 3.63E+04 4.15E+04 4.67E+04 5.19E+04 5.70E+04 6.22E+04 6.74E+04 7.26E+04 7.78E+04 5.45E+05

6 42ABrisbane Valley Highway31.2-36.4km (East) 70.0% 0.0195 0.2223 2.73E+03 3.18E+03 3.63E+03 4.09E+03 4.55E+03 5.00E+03 5.45E+03 5.91E+03 6.36E+03 6.81E+03 4.77E+04 3.11E+04 3.63E+04 4.15E+04 4.67E+04 5.19E+04 5.70E+04 6.22E+04 6.74E+04 7.26E+04 7.78E+04 5.45E+05

7

8 18AWarrego Highway36.4-44.2km (East->East) 70.0% 0.0195 0.2223 2.73E+03 3.18E+03 3.63E+03 4.09E+03 4.55E+03 5.00E+03 5.45E+03 5.91E+03 6.36E+03 6.81E+03 4.77E+04 3.11E+04 3.63E+04 4.15E+04 4.67E+04 5.19E+04 5.70E+04 6.22E+04 6.74E+04 7.26E+04 7.78E+04 5.45E+05

9 18AWarrego Highway44.2-51.7km (East->East) 35.0% 0.0195 0.2223 1.36E+03 1.59E+03 1.82E+03 2.04E+03 2.27E+03 2.50E+03 2.73E+03 2.95E+03 3.18E+03 3.41E+03 2.39E+04 1.56E+04 1.82E+04 2.07E+04 2.33E+04 2.59E+04 2.85E+04 3.11E+04 3.37E+04 3.63E+04 3.89E+04 2.72E+05

10

11 42ABrisbane Valley Highway4-25.2km (North) 20.0% 0.0195 0.2223 7.79E+02 9.09E+02 1.04E+03 1.17E+03 1.30E+03 1.43E+03 1.56E+03 1.69E+03 1.82E+03 1.95E+03 1.36E+04 8.89E+03 1.04E+04 1.18E+04 1.33E+04 1.48E+04 1.63E+04 1.78E+04 1.93E+04 2.07E+04 2.22E+04 1.56E+05

12 42ABrisbane Valley Highway25.2-26.4km (North) 20.0% 0.0195 0.2223 7.79E+02 9.09E+02 1.04E+03 1.17E+03 1.30E+03 1.43E+03 1.56E+03 1.69E+03 1.82E+03 1.95E+03 1.36E+04 8.89E+03 1.04E+04 1.18E+04 1.33E+04 1.48E+04 1.63E+04 1.78E+04 1.93E+04 2.07E+04 2.22E+04 1.56E+05



15 42ABrisbane Valley Highway43.0+60.9km (North) 10.0% 0.0195 0.2223 3.89E+02 4.55E+02 5.19E+02 5.84E+02 6.49E+02 7.14E+02 7.79E+02 8.44E+02 9.08E+02 9.74E+02 6.81E+03 4.45E+03 5.19E+03 5.92E+03 6.67E+03 7.41E+03 8.15E+03 8.89E+03 9.63E+03 1.04E+04 1.11E+04 7.78E+04

16

17 411Coominya Connection Road0-8.9km (South) 10.0% 0.0195 0.2223 3.89E+02 4.55E+02 5.19E+02 5.84E+02 6.49E+02 7.14E+02 7.79E+02 8.44E+02 9.08E+02 9.74E+02 6.81E+03 4.45E+03 5.19E+03 5.92E+03 6.67E+03 7.41E+03 8.15E+03 8.89E+03 9.63E+03 1.04E+04 1.11E+04 7.78E+04

18 412Forest Hill Fernvale Road8.9-22.9kim (South) 10.0% 0.0195 0.2223 3.89E+02 4.55E+02 5.19E+02 5.84E+02 6.49E+02 7.14E+02 7.79E+02 8.44E+02 9.08E+02 9.74E+02 6.81E+03 4.45E+03 5.19E+03 5.92E+03 6.67E+03 7.41E+03 8.15E+03 8.89E+03 9.63E+03 1.04E+04 1.11E+04 7.78E+04

19

20

21 18AWarrego Highway22.9-30.7km (South) 10.0% 0.0195 0.2223 3.89E+02 4.55E+02 5.19E+02 5.84E+02 6.49E+02 7.14E+02 7.79E+02 8.44E+02 9.08E+02 9.74E+02 6.81E+03 4.45E+03 5.19E+03 5.92E+03 6.67E+03 7.41E+03 8.15E+03 8.89E+03 9.63E+03 1.04E+04 1.11E+04 7.78E+04




25 18AWarrego Highway57.4-69.0km (Southt) 5.0% 0.0195 0.2223 1.95E+02 2.27E+02 2.59E+02 2.92E+02 3.25E+02 3.57E+02 3.89E+02 4.22E+02 4.54E+02 4.87E+02 3.41E+03 2.22E+03 2.59E+03 2.96E+03 3.33E+03 3.71E+03 4.07E+03 4.45E+03 4.82E+03 5.18E+03 5.56E+03 3.89E+04


27

28

29

30

Parked Formula Parked Formula

Av. ESA / t

500,000

TO(WARDS) - Development Generated ESA's (Year by Year) (AWAY) FROM - Development Generated ESA's (Year by Year)

Development Generated Tonnages (Year by Year)

Development Generated ESA % (Year by Year) ESA Increase Trigger = 5.0%

Sect RoadRoad Name Road Section Length 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10

No. No. 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027

1

2 411Coominya Connection Road0-4km (all directions) 3.0% 3.4% 3.8% 4.1% 4.4% 4.7% 5.0% 5.3% 5.5% 5.7% 34.2% 38.8% 43.0% 47.0% 50.7% 54.1% 57.3% 60.3% 63.0% 65.5%

3

4 42ABrisbane Valley Highway4-20.4km (East) 0.7% 0.8% 0.9% 1.0% 1.1% 1.2% 1.3% 1.3% 1.4% 1.4% 8.5% 9.7% 10.7% 11.7% 12.7% 13.5% 14.3% 15.1% 15.7% 16.4%

5 42ABrisbane Valley Highway20.4-31.2km (East) 0.6% 0.6% 0.7% 0.8% 0.8% 0.9% 0.9% 1.0% 1.0% 1.1% 6.3% 7.2% 8.0% 8.7% 9.4% 10.0% 10.6% 11.2% 11.7% 12.1%

6 42ABrisbane Valley Highway31.2-36.4km (East) 0.4% 0.5% 0.5% 0.6% 0.6% 0.7% 0.7% 0.8% 0.8% 0.8% 4.9% 5.6% 6.2% 6.8% 7.3% 7.8% 8.3% 8.7% 9.1% 9.5%

7

8 18AWarrego Highway36.4-44.2km (East->East) 0.1% 0.1% 0.1% 0.1% 0.1% 0.1% 0.1% 0.1% 0.1% 0.1% 0.9% 1.0% 1.1% 1.2% 1.3% 1.4% 1.4% 1.5% 1.6% 1.7%

9 18AWarrego Highway44.2-51.7km (East->East) 0.0% 0.0% 0.0% 0.0% 0.0% 0.1% 0.1% 0.1% 0.1% 0.1% 0.4% 0.4% 0.5% 0.5% 0.6% 0.6% 0.6% 0.7% 0.7% 0.7%

10

11 42ABrisbane Valley Highway4-25.2km (North) 0.2% 0.2% 0.3% 0.3% 0.3% 0.3% 0.4% 0.4% 0.4% 0.4% 2.5% 2.8% 3.1% 3.4% 3.6% 3.9% 4.1% 4.3% 4.5% 4.7%

12 42ABrisbane Valley Highway25.2-26.4km (North) 0.2% 0.2% 0.3% 0.3% 0.3% 0.3% 0.3% 0.4% 0.4% 0.4% 2.3% 2.6% 2.9% 3.2% 3.4% 3.6% 3.9% 4.1% 4.3% 4.4%



15 42ABrisbane Valley Highway43.0+60.9km (North) 0.1% 0.1% 0.2% 0.2% 0.2% 0.2% 0.2% 0.2% 0.2% 0.2% 1.4% 1.6% 1.8% 1.9% 2.1% 2.2% 2.3% 2.5% 2.6% 2.7%

16

17 411Coominya Connection Road0-8.9km (South) 0.3% 0.4% 0.4% 0.5% 0.5% 0.5% 0.6% 0.6% 0.6% 0.6% 3.8% 4.3% 4.8% 5.2% 5.6% 6.0% 6.4% 6.7% 7.0% 7.3%

18 412Forest Hill Fernvale Road8.9-22.9kim (South) 0.3% 0.3% 0.4% 0.4% 0.5% 0.5% 0.5% 0.5% 0.6% 0.6% 3.5% 4.0% 4.4% 4.8% 5.2% 5.5% 5.9% 6.2% 6.5% 6.7%

19

20

21 18AWarrego Highway22.9-30.7km (South) 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.2% 0.2% 0.2% 0.2% 0.3% 0.3% 0.3% 0.3% 0.3% 0.3%




25 18AWarrego Highway57.4-69.0km (Southt) 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.1% 0.1% 0.1% 0.1% 0.1% 0.2% 0.2% 0.2% 0.2% 0.2%


27

28

29

30

TO(WARDS) - Development Generated % Year by Year FROM - Development Generated % Year by Year

coominya quarry – response to dilgp’s …...updated pia analysis sect road road name road...

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