townsville ocean terminal - additional traffic modellingeisdocs.dsdip.qld.gov.au/townsville ocean...

May 2008

Townsville Ocean Terminal

- Additional Traffic Modelling

Prepared for

City Pacific Pty. Ltd.

By

Veitch Lister consulting Pty Ltd

(06-050)

Townsville Ocean Terminal

- Additional Traffic Modelling

Project Name Project No. Report Name Version Date Author

Townsville Ocean Terminal 06-050 Additional Traffic Modelling V.2 26 May 2008 G. Hunter

Table of Contents

1.0 INTRODUCTION .....................................................................................................................1

1.1 BACKGROUND........................................................................................................................11.3 CONTENTS OF THIS REPORT...................................................................................................1

2.0 DEFINITION OF THE NEW SCENARIOS...............................................................................2

2.1 OVERVIEW OF THE AMENDMENTS ...........................................................................................22.2 DETAILS OF THE MODIFIED SCENARIOS...................................................................................3

3.0 THE NEW TRAFFIC FORECASTS.........................................................................................5

3.1 MODIFIED BASE CASE, 2025..................................................................................................53.2 MODIFIED ‘WITH FDA DEVELOPMENT’ SCENARIO, 2025 .........................................................53.3 ACCURACY OF PEAK PERIOD FORECASTS...............................................................................5

APPENDIX A: FIGURES

Townsville Ocean Terminal Additional Traffic Modelling

Veitch Lister Consulting Pty Ltd06-050_Tsv_OT_Rpt2d.doc26 May 2008

1

1.0 Introduction

1.1 Background

The Townsville Ocean Terminal Project involves the proposed development of acruise ship terminal and associated facilities, and a waterfront residentialdevelopment within the site identified as the ‘Future Development Area’ in theBreakwater Island Casino Agreement Act 1984.

A statutory requirement under that Act is for an Environmental Impact Statement(EIS), which assesses the potential impacts on the environment as a result of theconstruction and operation of the TOT Project, to be produced. Such an EIS wasfinalised and submitted to the Queensland Government in November 2007.

Veitch Lister Consulting (VLC) assisted with the preparation of that EIS, byproducing traffic forecasts on roads in the Townsville area for scenarios in 2011and 2025, both with and without the subject development in the FDA. HollandTraffic Consulting (HTC) subsequently utilised those traffic forecasts to assess theimpacts of the Project on roads and intersections in the area.

VLC’s assumptions, methods and their resulting traffic forecasts were documentedin a report entitled Townsville Ocean Terminal – Traffic Modelling, dated August2007, which was included as Attachment C of HTC’s Traffic Report, which was itselfincluded as Appendix 9 of the EIS documents.

A subsequent traffic report, produced by C & G Horman Pty. Ltd. for the TownsvilleCity Council in December 2007, assessed the traffic generation and impacts ofpotential development in a broader ‘Breakwater Area’. Several of this report’sestimates of potential future development in this broader area were noted to beinconsistent with the future assumptions used by VLC in their ‘base case’ or‘without development’ traffic forecasts. Additionally, the ‘Horman report’ raised anew issue - that Townsville City Council are proposing to reopen the Flinders StreetPedestrian Mall to traffic (albeit in a low speed, low capacity environment), whichVLC had been unaware of when producing their traffic forecasts for the TOT EIS.

As described more fully in the next chapter, VLC were re-engaged by City Pacific toproduce further traffic forecasts for amended land use and road network scenarios.

1.3 Contents of this Report

This report consists of 3 chapters and 1 appendix. The remaining contents are asfollows:▪ Chapter 2 describes and documents the 2 new scenarios, for which VLC were

requested to produce new traffic forecasts.▪ Chapter 3 presents the resulting traffic forecasts for these 2 scenarios.▪ Appendix A contains Figures.



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2.0 Definition of the New Scenarios

2.1 Overview of the Amendments

The new scenarios for which VLC have now produced new traffic forecasts takeaccount of the following issues and corrections:

External Land Use Assumptions

The ‘Horman Report’ identified a number of potential new developments in thegeneral Breakwater Area, which had not been accounted for in the original VLCtraffic forecasts produced for the EIS. The extent of development, which theTownsville City Council is potentially considering, was shown in Horman’s Figure2, which is reproduced as Figure 2.1, herein.

A review of these potential developments by City Pacific’s advisers identifiedsome that they agreed as being reasonable and likely to eventuate, but alsosome that have not progressed in their planning as far as the TOT project andwere considered ‘possible’ rather than ‘probable’. Accordingly, VLC were askedto produce new ‘base case’ or ‘reference’ traffic forecasts for a 2025 scenario inwhich these ‘probable’ developments exist.

Assumed Land Use on the ‘Further Development Area’

Preparation of the EIS took over a year. During this time, options for the form ofthe reclamation were examined and a preferred arrangement identified. As aresult, the extent of residential development proposed in the FDA increasedmarginally from what VLC had actually assumed for modelling purposes.

Accordingly, the new ‘with FDA development’ forecasts presented herein use thecorrected number of dwellings (200 detached houses and 500 apartments) and amodified (average) household profile. The assumed employment in the FDA,which is largely related to the cruise ship terminal, is unchanged.

Flinders Street Pedestrian Mall

Acknowledging Council’s intent to reopen the Flinders Street Mall to traffic, VLC’s‘base case’ model road network for 2025 was amended to include the 2 newstreet sections (with low speed and capacity).

One-way Section of ‘The Strand’

The Horman Report mentioned previous studies for Council, which suggestedthe one-way circulation system that currently operates on the easternmostsections of The Strand and Flinders Street would better revert to 2-way traffic.Without having sighted these previous studies, the operational benefits of such achange cannot be fully appreciated by VLC.

However, it seems clearly sensible (in the potential situation of a bridge beingconstructed across Ross Creek to connect The Strand to Archer Street in SouthTownsville) that the current one-way section of The Strand, at least, should revertto 2-way traffic. Accordingly, VLC were asked to include this amendment infuture model road networks in which the bridge is assumed to be constructed.



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2.2 Details of the Modified Scenarios

The 2 new scenarios that VLC were asked to produce traffic forecasts for wereas follows:

1. A Modified 2025 Base Case – in which:� The land use in the broader ‘Breakwater Area’ was amended to

account for the ‘probable’ future developments.� The Flinders Street Mall was reopened to traffic, and� No bridge constructed from The Strand to Archer Street.Application of these forecasts would be to potentially confirm a need forthe bridge (or otherwise).

2. A Modified 2025 ‘With FDA Development’ scenario, as above, but with:� The corrected land use assumptions in the FDA� A bridge connecting The Strand to Archer Street, and� The one-way section of The Strand converted to 2-way operation.Application of these forecasts would be to assess the alternative trafficconditions in the area.

The actual changes made to the assumed levels of development in the broaderBreakwater Area, in 2025, are summarised in Table 2.1, below. Figure 2.2,attached, provides a key to the modelled zones referred to in this table.

Table 2.1 : Revised Demographic Assumptions for the ‘Breakwater Area’

Population Households EmploymentVLCZone Previous New Previous New Previous New

A(1) 1,216 1,550 665 700 140 140

B 1,197 859 672 470 1,037 652

C 325 478 183 269 141 141

D 678 678 381 381 1,636 1,636

E 968 968 583 583 397 397

F 96 5,124 48 2,548 70 280

G 470 1,572 256 856 1,367 1,367

H 666 916 339 467 4,240 4,460

J 282 602 142 303 1,731 2,752

Notes : 1. Only used in the ‘With FDA Development’ scenario

The following is a summary of the decision-making and hence assumptionsmade in respect of the various developments shown in Horman’s Figure 2:

Zone A : Future Development Area – The residential development is corrected to700 dwellings. The commercial development is unchanged (comprising smallmarina =1,500m

2 GFA plus kiosks/café and maintenance staff at the terminal).

Zone B : Surplus Casino Land (Sir Leslie Thiess Dr)Assumed future development = 400 additional residential units, but only ancillarycommercial development (1 or 2 ‘convenience shops and a café / restaurant)

Zone B : Breakwater Quays/Villas and Restaurant – Existing development = 69units & Restaurant retained

Zone B : Ross Creek West – this was categorised as ‘possible’ rather than‘probable’, and not included in these new scenarios.



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Zone C : Mariner’s Drive – full residential development per Horman, but no newcommercial development other than expansion of marina by 45 berths.

Zone D : Strand-Flinders-Wickham – Horman development already accounted forin original model.

Zone E : Ross Creek East - this was also categorised as ‘possible’ rather than‘probable’, and not included in these new scenarios.

Additionally, as a result of new information, assumptions as to the levels ofdevelopment expected to exist in the CBD and its fringes were revised as follows:

Zone F : Railway Estate – demographics amended to account for plannedresidential development.

Zone G : Railway Land (Nth) - demographics amended to account for plannedresidential development.

Zone H : CBD West - demographics increased to reflect planned residentialunits.

Zone J : CBD - demographics increased to reflect new shopping centre byLancini Group and planned residential units.

Further, the ‘traffic zone’ system utilised in the CBD area in the original trafficmodel had been relatively coarse. For these new models, several of the zones(and their associated demographics) were split, per the ‘green’ lines in Figure2.2, so as to more accurately reflect local access route choices.



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3.0 The New Traffic Forecasts

3.1 Modified Base Case, 2025

The average weekday traffic volumes forecast of the road network in the broaderBreakwater Area are shown in the following attached figures:� Figure 3.1 : Total Daily volumes� Figure 3.1a : AM Peak 2 hour volumes� Figure 3.1b : PM Peak 2 hour volumes

The turning movements forecast at the intersection of Flinders Street, Dean Streetand Denham St are shown in:� Figure 3.2 : Total Daily turning movements� Figure 3.2a : AM Peak 2 hour turning movements� Figure 3.2b : PM Peak 2 hour turning movements

3.2 Modified ‘With FDA Development’ Scenario, 2025

The average weekday traffic volumes forecast of the road network in the broaderBreakwater Area, in 2025, are shown in the following attached figures:� Figure 3.3 : Total Daily volumes� Figure 3.3a : AM Peak 2 hour volumes� Figure 3.3b : PM Peak 2 hour volumes

The turning movements forecast at the intersection of Flinders Street, Dean Streetand Denham St are shown in:� Figure 3.4 : Total Daily turning movements� Figure 3.4a : AM Peak 2 hour turning movements� Figure 3.4b : PM Peak 2 hour turning movements

Additionally, this model was used to produce route choice diagrams for 2 ‘selectedlinks’ as follows:� Figure 3.5a : Distribution of daily traffic generated by the FDA developments

(ie. outbound)� Figure 3.5b : Origin and destination of traffic forecast to use the bridge in an

eastbound direction.

3.3 Accuracy of Peak Period Forecasts

VLC’s travel demand model of the Townsville/Thuringowa region has only beencalibrated against daily levels of observed traffic, as very few peak hour countswere available. Additionally, it should be noted that the T&T model uses peakperiod factors, for differing trip purposes, derived from Household Travel Surveysundertaken in South-east Queensland in 2003/04. These may not be directlytransferable to Townsville.

Accordingly, VLC’s peak 2-hour volume and turning movement forecasts must beconsidered indicative only. Peak 1-hour volumes and turning movements in thearea of interest are best estimated by applying observed, local peak hour factors toVLC’s daily forecasts.

Veitch Lister Consulting Pty. Ltd.06-050_Tsv_OT_Rpt2d.doc

A-1

Appendix A: Figures

Potential Development – Breakwater Area (ex Horman) Figure 2.1

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426

426

426

426

426

426

426

426

414

414

414

414

414

414

414

414

414

436

436

436

436

436

436

436

436

436

204

204

204

204

204

204

204

204

204

749

749

749

749

749

749

749

749

749

382

382

382

382

382

382

382

382

382

679

679

679

679

679

679

679

679

679

894

894

894

894

894

894

894

894

894

1407

1407

1407

1407

1407

1407

1407

1407

1407

2459

2459

2459

2459

2459

2459

2459

2459

2459

803803803803803803803803803

187818781878187818781878187818781878

149914991499149914991499149914991499

282728272827282728272827282728272827

803

803

803

803

803

803

803

803

803

1687

1687

1687

1687

1687

1687

1687

1687

1687

400400400400400400400400400510

510510510510510510510510

143143143143143143143143143

340340340340340340340340340

186186186186186186186186186311

311311311311311311311311

10461046104610461046104610461046

104614341434143414341434143414341434

1434

384384384384384384384384384748

748748748748748748748748

492492492492492492492492492757

757757757757757757757757

1364136413641364136413641364136413642282

22822282228222822282228222822282

1235123512351235123512351235123512352054

20542054205420542054205420542054

644

644

644

644

644

644

644

644

644

298

298

298

298

298

298

298

298

298

15

54

15

54

15

54

15

54

15

54

15

54

15

54

15

54

15

54

13

76

13

76

13

76

13

76

13

76

13

76

13

76

13

76

13

76

350350350350350350350350350720

720720720720720720720720

724724724724724724724724724.........

.........114111411141114111411141114111411141

613613613613613613613613613516

516516516516516516516516

000000000000000000

516

516

516

516

516

516

516

516

516

613

613

613

613

613

613

613

613

613

77

77

7777

7777

77

7777

19

19

1919

1919

19

1919

2025 BaseTotal PM 2 Hour Volume Figure 3.1b

Figure 3.2

Veitch Lister Consulting

2025 Revised Base (No Bridge)

Flinders St and Denham St Daily Volumes

3621

3363

2803

2600

898

532

1131

1188

6926

6582

3363

3621

957

793

2600

2803

1188

1131

532

898

6582

6926

793

957

1000

Figure 3.2a



Flinders St and Denham St AM 2 Hour Volumes

391

686

433

319

78

114

236

105

1192

910

686

391

91

156

319

433

105

236

114

78

910

1192

156

91

250

Figure 3.2b



Flinders St and Denham St PM 2 Hour Volumes

805

401

320

385

138

57

119

240

969

1108

401

805

199

96

385

320

240

119

57

138

1108

969

96

199

250

511451145114511451145114511451145114

539353935393539353935393539353935393

108110811081108110811081108110811081

183418341834183418341834183418341834

3931

3931

3931

3931

3931

3931

3931

3931

3931

.........

152015201520152015201520152015201520

.........

4030

4030

4030

4030

4030

4030

4030

4030

4030

3912

3912

3912

3912

3912

3912

3912

3912

3912

3271327132713271327132713271327132713018

30183018301830183018301830183018

239323932393239323932393239323932393

2931293129312931293129312931293129311

0774

10774

10774

10774

10774

10774

10774

10774

10774

10505

10505

10505

10505

10505

10505

10505

10505

10505

2733

2733

2733

2733

2733

2733

2733

2733

2733

2706

2706

2706

2706

2706

2706

2706

2706

2706

1182

1182

1182

1182

1182

1182

1182

1182

1182

1069

1069

1069

1069

1069

1069

1069

1069

1069

260526052605

26052605

26052605260526052457

24572457

24572457

2457245724572457

13504

13504

1350413504

1350413504

13504

1350413504

13463

13463

1346313463

1346313463

13463

1346313463

755075507550755075507550755075507550

735373537353735373537353735373537353

7180

7180

7180

7180

7180

7180

7180

7180

7180

7135

7135

7135

7135

7135

7135

7135

7135

7135

2523

2523

2523

2523

2523

2523

2523

2523

2523

2384

2384

2384

2384

2384

2384

2384

2384

2384

1225

6

1225

6

1225

6

1225

6

1225

6

1225

6

1225

6

1225

6

1225

612

064

1206

4

1206

4

1206

4

1206

4

1206

4

1206

4

1206

4

1206

4

1768

1768

1768

1768

1768

1768

1768

1768

1768

1922

1922

1922

1922

1922

1922

1922

1922

1922

5747

5747

5747

5747

5747

5747

5747

5747

5747

5543

5543

5543

5543

5543

5543

5543

5543

5543 27

3427

3427

3427

3427

3427

3427

3427

3427

3426

7326

7326

7326

7326

7326

7326

7326

7326

73

871587158715

87158715

871587158715

8715797679767976

79767976

797679767976

7976

92

11

92

11

92

11

92

11

92

11

92

11

92

11

92

11

92

11

93

53

93

53

93

53

93

53

93

53

93

53

93

53

93

53

93

53

43334333433343334333433343334333

433346184618461846184618461846184618

4618

20792079207920792079207920792079

207922482248224822482248224822482248

2248

4305430543054305430543054305430543054881

48814881488148814881488148814881

72357235723572357235723572357235

723573927392739273927392739273927392

7392

104191041910419

1041910419

104191041910419

10419106941069410694

1069410694

106941069410694

10694

9314931493149314931493149314931493149584

95849584958495849584958495849584

2531

2531

2531

2531

2531

2531

2531

2531

2531

2647

2647

2647

2647

2647

2647

2647

2647

2647

8737

8737

8737

8737

8737

8737

8737

8737

8737

8849

8849

8849

8849

8849

8849

8849

8849

8849

7018

7018

7018

7018

7018

7018

7018

7018

7018

7013

7013

7013

7013

7013

7013

7013

7013

7013

2458

2458

2458

2458

2458

2458

2458

2458

2458

2330

2330

2330

2330

2330

2330

2330

2330

2330

390839083908390839083908390839083908

378937893789378937893789378937893789

513751375137513751375137513751375137

495649564956495649564956495649564956

1422

4

1422

4

1422

414

224

1422

414

224

1422

4

1422

4

1422

414

340

1434

0

1434

014

340

1434

014

340

1434

0

1434

0

1434

0

2376237623762376237623762376237623762228

22282228222822282228222822282228

427427427427427427427427427

449449449449449449449449449

124512451245124512451245124512451245

109510951095109510951095109510951095 273627362736273627362736273627362736

313731373137313731373137313731373137

316831683168316831683168316831683168

348234823482348234823482348234823482

1589

1589

1589

1589

1589

1589

1589

1589

1589

1403

1403

1403

1403

1403

1403

1403

1403

1403

1863186318631863186318631863186318631991

19911991199119911991199119911991

4745474547454745474547454745474547455295

52955295529552955295529552955295

6921692169216921692169216921692169213494

34943494349434943494349434943494

.........421442144214421442144214421442144214

278

278

278

278

278

278

278

278

278

276

276

276

276

276

276

276

276

276

39383938393839383938393839383938

393839693969396939693969396939693969

3969

2002

2002

2002

2002

2002

2002

2002

2002

2002

1989

1989

1989

1989

1989

1989

1989

1989

1989

5521

5521

5521

5521

5521

5521

5521

5521

5521

5476

5476

5476

5476

5476

5476

5476

5476

5476

6469646964696469646964696469646964696527

65276527652765276527652765276527

2025 with FDA & BridgeTotal Daily Volume Figure 3.3

859859859859859859859859859

738738738738738738738738738

154154154154154154154154154

216216216216216216216216216

538

538

538

538

538

538

538

538

538

.........

150150150150150150150150150

.........

375

375

375

375

375

375

375

375

375

1020

1020

1020

1020

1020

1020

1020

1020

1020

313313313313313313313313313

851851851851851851851851851

184184184184184184184184184

5295295295295295295295295291

254

1254

1254

1254

1254

1254

1254

1254

1254

2080

2080

2080

2080

2080

2080

2080

2080

2080

224

224

224

224

224

224

224

224

224

706

706

706

706

706

706

706

706

706

77777777

7777

77777749

849

849

849

849

849

849

849

849

8

508508508508508508508508508323

323323323323323323323323

277027702770277027702770277027702770

154715471547154715471547154715471547

179317931793179317931793179317931793

584584584584584584584584584

1660

1660

1660

1660

1660

1660

1660

1660

1660

569

569

569

569

569

569

569

569

569

582

582

582

582

582

582

582

582

582

223

223

223

223

223

223

223

223

223

2431

2431

2431

2431

2431

2431

2431

2431

2431

1540

1540

1540

1540

1540

1540

1540

1540

1540

225

225

225

225

225

225

225

225

225

306

306

306

306

306

306

306

306

306

724

724

724

724

724

724

724

724

724

924

924

924

924

924

924

924

924

924 29

629

629

629

629

629

629

629

629

653

753

753

753

753

753

753

753

753

7

137613761376

13761376

137613761376

1376114311431143

11431143

114311431143

1143

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

15

30

15

30

15

30

15

30

15

30

15

30

15

30

15

30

15

30

750750750750750750750750750673

673673673673673673673673

286286286286286286286286286247

247247247247247247247247

714714714714714714714714714726

726726726726726726726726

13341334133413341334133413341334

1334955955955955955955955955955

2147214721472147214721472147214721471342

13421342134213421342134213421342

1937193719371937193719371937193719371209

12091209120912091209120912091209

283

283

283

283

283

283

283

283

283

703

703

703

703

703

703

703

703

703

1028

1028

1028

1028

1028

1028

1028

1028

1028

1871

1871

1871

1871

1871

1871

1871

1871

1871

1057

1057

1057

1057

1057

1057

1057

1057

1057

994

994

994

994

994

994

994

994

994 23

423

423

423

423

423

423

423

423

452

752

752

752

752

752

752

752

752

7

538538538538538538538538538

869869869869869869869869869

116711671167116711671167116711671167

607607607607607607607607607

2688

2688

2688

2688

2688

2688

2688

2688

2688

1883

1883

1883

1883

1883

1883

1883

1883

1883

218218218218218218218218218

711711711711711711711711711

434343434343434343868686868686868686

184184184184184184184184184

189189189189189189189189189 282282282282282282282282282

448448448448448448448448448

315315315315315315315315315

841841841841841841841841841

418

418

418

418

418

418

418

418

418

104

104

104

104

104

104

104

104

104

223223223223223223223223223

435435435435435435435435435

733733733733733733733733733730

730730730730730730730730

950950950950950950950950950596

596596596596596596596596

.........

663663663663663663663663663

14

14

1414

1414

14

1414

94

94

9494

9494

94

9494

434434434434434434434434434581

581581581581581581581581

227

227

227

227

227

227

227

227

227

443

443

443

443

443

443

443

443

443

751

751

751

751

751

751

751

751

751

820

820

820

820

820

820

820

820

820

8338338338338338338338338331145

11451145114511451145114511451145

2025 with FDA & BridgeTotal AM 2 Hour Volume Figure 3.3a

711711711711711711711711711

927927927927927927927927927

620

620

620

620

620

620

620

620

620

.........

210210210210210210210210210

.........

1059

1059

1059

1059

1059

1059

1059

1059

1059

393

393

393

393

393

393

393

393

393

908908908908908908908908908

294294294294294294294294294

485485485485485485485485485

2812812812812812812812812812

209

2209

2209

2209

2209

2209

2209

2209

2209

1348

1348

1348

1348

1348

1348

1348

1348

1348

683

683

683

683

683

683

683

683

683

233

233

233

233

233

233

233

233

233

478

478

478

478

478

478

478

478

478

75757575

7575

757575

349349349349349349349349349492

492492492492492492492492

165516551655165516551655165516551655

281828182818281828182818281828182818

683683683683683683683683683

186918691869186918691869186918691869

667

667

667

667

667

667

667

667

667

1661

1661

1661

1661

1661

1661

1661

1661

1661

298

298

298

298

298

298

298

298

298

602

602

602

602

602

602

602

602

602

1628

1628

1628

1628

1628

1628

1628

1628

1628

2513

2513

2513

2513

2513

2513

2513

2513

2513

317

317

317

317

317

317

317

317

317

242

242

242

242

242

242

242

242

242

930

930

930

930

930

930

930

930

930

746

746

746

746

746

746

746

746

746 57

657

657

657

657

657

657

657

657

630

630

630

630

630

630

630

630

630

6

125212521252

12521252

125212521252

1252126712671267

12671267

126712671267

1267

15

26

15

26

15

26

15

26

15

26

15

26

15

26

15

26

15

26

12

48

12

48

12

48

12

48

12

48

12

48

12

48

12

48

12

48

640640640640640640640640640770

770770770770770770770770

265265265265265265265265265317

317317317317317317317317

640640640640640640640640640780

780780780780780780780780

9679679679679679679679679671369

1369136913691369136913691369

1369

1350135013501350135013501350135013502193

21932193219321932193219321932193

1211121112111211121112111211121112111982

19821982198219821982198219821982

676

676

676

676

676

676

676

676

676

297

297

297

297

297

297

297

297

297

1935

1935

1935

1935

1935

1935

1935

1935

1935

1152

1152

1152

1152

1152

1152

1152

1152

1152

1031

1031

1031

1031

1031

1031

1031

1031

1031

1087

1087

1087

1087

1087

1087

1087

1087

1087

530

530

530

530

530

530

530

530

530

269

269

269

269

269

269

269

269

269

926926926926926926926926926

580580580580580580580580580

659659659659659659659659659

125312531253125312531253125312531253

1967

1967

1967

1967

1967

1967

1967

1967

1967

2755

2755

2755

2755

2755

2755

2755

2755

2755

776776776776776776776776776

227227227227227227227227227

979797979797979797656565656565656565

201201201201201201201201201

171171171171171171171171171 466466466466466466466466466

338338338338338338338338338

844844844844844844844844844

391391391391391391391391391

128

128

128

128

128

128

128

128

128

431

431

431

431

431

431

431

431

431

424424424424424424424424424

275275275275275275275275275

161161161161161161161161161

280280280280280280280280280

680680680680680680680680680822

822822822822822822822822

114511451145114511451145114511451145530

530530530530530530530530

.........600600600600600600600600600

78

78

7878

7878

78

7878

20

20

2020

2020

20

2020

640640640640640640640640640524

524524524524524524524524

439

439

439

439

439

439

439

439

439

252

252

252

252

252

252

252

252

252

894

894

894

894

894

894

894

894

894

823

823

823

823

823

823

823

823

823

115311531153115311531153115311531153932

932932932932932932932932

2025 with FDA & BridgeTotal PM 2 Hour Volume Figure 3.3b

Figure 3.4a


2025 FDA with Bridge


2317

2459

793

763

2284

1893

1184

1254

5044

4877

2459

2317

717

696

763

793

1254

1184

1893

2284

4877

5044

696

717

1000

Figure 3.4a




277

400

102

115

359

343

297

94

885

662

400

277

87

139

115

102

94

297

343

359

662

885

139

87

250

Figure 3.4b



Flinders St and Denham St PM 2 Hour Volumes

456

286

113

118

358

308

112

316

695

844

286

456

143

81

118

113

316

112

308

358

844

695

81

143

250

Figure 3.5a


2025 with FDA/Bridge: Select Link Volume = FDA Outbound

1990

1760

1740

860

570

570

4904904

80

480

480

450

430

430

360

350350

340

340

320

320

270

240

240

230

210 210210

200200

180

180

180

180

170

170

170

170

170

170

160

160

160

140

140

140

140

130

130

130

120 120

120

120

120

120

Figure 3.5b


2025 with FDA/Bridge: Select Link Volume = Eastbound on Bridge

6470

3370

3100

2870

2840

2840

2290

2020

2020

2010

2000

2000

2000

1930

1670

16301620

1530

1470

1470

1400

1290

1240

12401240

860

860

820

820

810

810

800

740

710

660

660

650650

650640 640

640

600

600

600

600

600

580

580

560

450

440

400

390

370

370370

350

320

320 320

320

300

300

270

270

240

230

230

210

200

190

190

160

160

150

150

140

140140

120

110

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