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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
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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.
Townsville Ocean Terminal Additional Traffic Modelling
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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.
Townsville Ocean Terminal Additional Traffic Modelling
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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.
Townsville Ocean Terminal Additional Traffic Modelling
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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.
Townsville Ocean Terminal Additional Traffic Modelling
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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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487
487
487
487
487
349
349
349
349
349
349
349
349
349
664
664
664
664
664
664
664
664
664
717
717
717
717
717
717
717
717
717
136613661366
13661366
136613661366
1366126912691269
12691269
126912691269
1269
426
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
Veitch Lister Consulting
2025 Revised Base (No Bridge)
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
Veitch Lister Consulting
2025 Revised Base (No Bridge)
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
Veitch Lister Consulting
2025 FDA with Bridge
Flinders St and Denham St AM 2 Hour Volumes
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
Veitch Lister Consulting
2025 FDA with Bridge
Flinders St and Denham St AM 2 Hour Volumes
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
Veitch Lister Consulting
2025 FDA with Bridge
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
Veitch Lister Consulting
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
Veitch Lister Consulting
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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