Traffic Modelling for PSP 1067 Donnybrook and …...A 11/11/14 Final Sal Ahmad Reece Humphreys Reece Humphreys Table of Contents 14M1555000 11/11/14 Traffic Modelling for PSP 1067

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Traffic Modelling for

PSP 1067 Donnybrook and PSP

1096 Woodstock

© GTA Consultants (GTA Consultants (VIC) Pty Ltd) 2014

The information contained in this document is confidential and

intended solely for the use of the client for the purpose for which it has

been prepared and no representation is made or is to be implied as

being made to any third party. Use or copying of this document in

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constitutes an infringement of copyright. The intellectual property

contained in this document remains the property of GTA Consultants.

Traffic Modelling for

PSP 1067 Donnybrook and PSP 1096 Woodstock

Issue: A 11/11/14

Client: Metropolitan Planning Authority

Reference: 14M1555000

GTA Consultants Office: VIC

Quality Record

Issue Date Description Prepared By Checked By Approved By Signed

A 11/11/14 Final Sal Ahmad Reece

Humphreys

Reece

Humphreys

Table of Contents

14M1555000 11/11/14

Traffic Modelling for PSP 1067 Donnybrook and PSP 1096 Woodstock Issue: A

Table of Contents

1. Introduction 1

1.1 Background 1

1.2 Purpose of this Report 1

1.3 References 1

2. Site Context 2

2.1 Subject Site 2

2.2 Northern Growth Corridor 3

3. PSP Context 5

3.1 Urban Structure Plan 5

3.2 Surrounding Land Uses 5

4. Existing and Future Road Network 7

4.1 Overview 7

4.2 Arterial Road Network 7

4.3 Internal Road Network 8

5. Transport Modelling 10

5.1 Background 10

5.2 Design Years - Interim (2026) vs. Ultimate (2046) 10

5.3 GTA Road Network Refinements 10

5.4 Land use Refinements 11

5.5 Public Transport 13

5.6 Scenarios 15

6. Anticipated Traffic Volumes 17

6.1 Introduction 17

6.2 GTA VITM Traffic Generation 17

6.3 Validation of VITM Traffic Generation Rates 17

6.4 Daily Modelled Volumes 19

6.5 Model Plots 20

7. Scenario Assessment 21

7.1 Overview 21

7.2 Link Volumes 21

7.3 Degree of Saturation 26

7.4 Road Network Performance 30

7.5 Plots 31

8. Intersection Volumes 32

8.1 Methodology 32

8.2 Intersections Assessed 32

9. Conclusion 34

Table of Contents

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Appendices

A: Interim (2026) and Ultimate (2046) Modelled Road Networks

B: Interim (2026) and Ultimate (2046) Base Network Output Plots

C: Interim (2026) Select Link Analysis for Modelled Scenarios

D: Ultimate (2046) Select Link Analysis for Modelled Scenarios

E: Peak Hour Intersection Turning Movements

Figures

Figure 2.1: PSP Boundaries 2

Figure 2.2: Donnybrook PSP and Woodstock PSP in the context of the Northern Growth

Corridor 3

Figure 2.3: VITM Zone Structure in the context of the Northern Growth Corridor Model 4

Figure 3.1: Donnybrook/Woodstock Draft Future Urban Structure 5

Figure 3.2: Northern Growth Corridor – VITM Employment Characteristics 6

Figure 4.1: Donnybrook and Woodstock PSP VITM Road Network (2046) 9

Figure 5.1: NGC - VITM Road Network 11

Figure 5.2: Refined VITM Road Network 11

Figure 5.3: NGC VITM Zone Structure 11

Figure 5.4: Refined VITM Zone Structure 11

Figure 5.5: Donnybrook and Woodstock PSP Zone Numbering 12

Figure 5.6: Public Transport Network – Design Year 2026 14

Figure 5.7: Public Transport Network – Design Year 2046 14

Figure 5.6: Location of Links included for Scenarios Model 16

Figure 6.1: Transport Network with Key Locations 19

Figure 8.1: Key Intersection Locations 33

Tables

Table 5.1: Donnybrook and Woodstock PSPs land use summary (2026 and 2046) 13

Table 5.2: Public Transport Description and Frequencies 15

Table 5.2: Summary of Road Network Inclusions for each Scenario 16

Table 6.1: Updated VITM Traffic Generation – Base Scenario 17

Table 6.2: First Principals Traffic Generation Assessment (2046) – Base Scenario 18

Table 6.3: VITM verses First Principles Assessment (2046) - Base Scenario 18

Table 6.4: Summary of Ultimate Daily Volumes on Key Roads (2046) 20

Table 7.1: AM Peak (two hour) Link Volumes 2026 21

Table 7.2: PM Peak (two hour) Link Volumes 2026 22

Table 7.3: Daily Link Volumes 2026 22

Table 7.4: AM Peak (two hour) Link Volumes 2046 23

Table 7.5: PM Peak (two hour) Link Volumes 2046 23

Table 7.6: Daily Link Volumes 2046 24

Table of Contents

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Table 7.7: AM Peak (two hour) Link Volumes 2046 – without OMR 24

Table 7.8: PM Peak (two hour) Link Volumes 2046 – without OMR 25

Table 7.9: Daily Link Volumes 2046 – without OMR 25

Table 7.10: Level of Service Definitions 26

Table 7.11: AM Peak (two hour) Volume to Capacity Outputs and Level of Service 2026 26

Table 7.12: PM Peak (two hour) Volume to Capacity Outputs and Level of Service 2026 27

Table 7.13: AM Peak (two hour) Volume to Capacity Outputs and Level of Service 2046 27

Table 7.14: PM Peak (two hour) Volume to Capacity Outputs and Level of Service 2046 28

Table 7.15: AM Peak (two hour) Volume to Capacity Outputs and Level of Service 2046 –

without OMR 29

Table 7.16: PM Peak (two hour) Volume to Capacity Outputs and Level of Service 2046 –

without OMR 29

Table 7.17: Network Statistic within PSP 31

Introduction

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1. Introduction

1.1 Background

The Donnybrook (67) and Woodstock (96) PSPs comprise over 1,800 hectares (gross) of land that

is expected to accommodate over 13,500 residential lots. The two precincts will be serviced by

the Lockerbie Principal Activity Centre (in the Lockerbie PSP, immediately abutting the west of

the precinct), as well as local centres, community facility hubs, local active recreation and

passive reserve and conservation areas.

The PSPs are located within the Northern Growth Corridor Plan (GCP) which includes a north-

south and east-west arterial road network that links the precinct to the Outer Metropolitan Ring

Road and the proposed train station adjacent to the Donnybrook Principal Town Centre.

As part of this study, four specific road projects have been identified for further analysis; two that

cross the Sydney to Melbourne railway line and connect to the Lockerbie Principal Activity

Centre, a crossing of the Merri Creek providing a connection to the northern section of the PSP,

and a third crossing of the Sydney-Melbourne railway line that also connects the northern section

of the PSP.

1.2 Purpose of this Report

GTA Consultants (GTA) has been engaged by the Metropolitan Planning Authority (MPA) to

undertake strategic transport modelling and to determine the anticipated demands on the

transport network. The outputs will be used to:

inform the road cross sections for an interim (2026) and ultimate (2046) scenario

understand the need for any or all of the proposed railway line or Merri Creek bridge

crossings

determine the functional intersection design requirements for an interim (2026) and

ultimate (2046) scenario. The layouts will then be used as input into the preparation of

the Development Contributions Plan (DCP).

This report sets out the methodology undertaken to determine the demand volumes and layout

plans.

1.3 References

In preparing this report, reference has been made to a number of background documents,

including:

plans for the PSP prepared by Metropolitan Planning Authority

Victorian Integrated Transport Model (VITM)

VITM Northern Growth Corridor Model

various technical data as referenced in this report

other documents as nominated.

Site Context

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2. Site Context

2.1 Subject Site

The Donnybrook PSP is located in Donnybrook and is within the City of Whittlesea and Mitchell

Shire Council municipal areas. The precinct is bounded by the Outer Metropolitan Ring Road

(OMR) reservation to the north, the Sydney-Melbourne train line to the west, Donnybrook Road to

the south, and the Woodstock PSP to the east.

The Woodstock PSP is located in Woodstock in the City of Whittlesea and is some 35km north of

the Melbourne CBD. The PSP boundary is the OMR/E6 reservation to the north-east, Epping Road

in the east, Donnybrook Road to the south, with the boundary of the Donnybrook PSP defining

the western boundary of the PSP. PSP boundaries area shown in Figure 2.1.

Figure 2.1: PSP Boundaries

Site Context

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2.2 Northern Growth Corridor

The location of the Donnybrook and Woodstock PSPs in relation to the wider Northern Growth

Corridor and its local context are illustrated in Figure 2.2.

Figure 2.2: Donnybrook PSP and Woodstock PSP in the context of the Northern Growth Corridor

SKM was commissioned by MPA (formerly GAA) to calibrate and refine the Department of

Transport’s (now DTPLI) Victorian Integrated Transport Model (VITM) for Melbourne’s North Growth

Corridor. The refinements to VITM included the following:

Site Context

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disaggregation of the zone system within the growth corridor

updates to the future modelled land use yields to reflect the level of growth predicted

by the MPA within the corridor

updates to the road network within the corridor.

The purpose of the project was to provide a strategic model of the North Growth Corridor which

could be to understand the transport needs of the MPA, Hume City Council, Sunbury City

Council, Whittlesea City Council and VicRoads for projects (such as PSPs) within the corridor. This

model is referred to as the NGC VITM hereafter.

The context of the study area as it relates to the northern growth area and the study area for

Donnybrook and Woodstock PSPs is shown in Figure 2.3.

Figure 2.3: VITM Zone Structure in the context of the Northern Growth Corridor Model

PSP Context

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3. PSP Context

3.1 Urban Structure Plan

The indicative Urban Structure Plan for the Donnybrook and Woodstock PSPs is shown Figure 3.1.

The plan was developed by MPA as part of the structure planning process.

Figure 3.1: Donnybrook/Woodstock Draft Future Urban Structure

The two PSPs comprise of five Local Town Centres (LTCs) that include a mix of retail, school and

community facilities. Access is provided via a number of connectors from Donnybrook Road as

well as a series of east-west connectors. Further discussion on the road layout is provided in

Section 4.

3.2 Surrounding Land Uses

The study area is surrounding by a range of proposed residential and economic land uses, as

depicted in Figure 2.2. The Major Activity Centre of Donnybrook is located immediately west of

the two PSPs which has forecast a high proportion of jobs (employment) as well as the Mickleham

employment area located on Donnybrook Road, west of the Hume Highway.

PSP Context

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Figure 3.2 has been prepared to demonstrate the employment forecast within the VITM zones in

the surrounding employment areas as they relate to the study area.

Figure 3.2: Northern Growth Corridor – VITM Employment Characteristics

The areas depicted in Figure 3.2 highlight the influence that these are likely to have on the travel

patterns across the network. Of note are the Mickleham Employment Area, Lockerbie Principal

Activity Centre and the Beveridge Interstate Freight terminal, that are all forecast to exhibit high

employment numbers thus influencing travel patterns in the region.

Existing and Future Road Network

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4. Existing and Future Road Network

4.1 Overview

The boundaries of the PSPs are bounded by the bounded by the OMR reservation to the north, the

Sydney-Melbourne railway line to the west, Donnybrook Road to the south, and Epping Rd to the

east. The existing and anticipated future characteristics of key roads in the vicinity of the PSP area

are discussed below. This section describes some of the key arterials within or bounding the PSPs.

4.2 Arterial Road Network

4.2.1 Hume Freeway

The Hume Freeway corridor is located along the western boundary of the precinct, and is the

most significant north-south corridor linking northern Victoria with the Melbourne CBD. The

freeway cross section is generally configured with two traffic lanes and an emergency lane in

each direction separated by a 30m central median. The 50 metre carriageway (approximately) is

set within a 75 metre road reserve (approximately). The large road reserve allows for additional

traffic lanes to be added to the corridor to cater for future growth.

Following development of the subject site, the following interchanges with the Hume Freeway will

exist:

proposed full diamond interchange with Gunns Gully Road

proposed southbound exit ramp at the intersection with Camerons Road

an upgrade of the existing full directional interchange at Donnybrook Road.

4.2.2 Donnybrook Road

Donnybrook Road is the south boundary of the site and provides a link between Mickleham to

the west and Yan Yean to the east. Donnybrook Road is currently configured as a two lane rural

cross-section (one lane in each direction) adjacent to the site and its intersection with the Hume

Freeway has recently been upgraded to a ‘3/4’ diamond overpass with a clover-leaf

arrangement on the south-east corner, accommodating all movements.

Recent planning for Donnybrook Road to the west of the Hume Freeway and through the PSPs

identifies an ‘ultimate’ six-lane divided cross section; with a similar upgrade expected to the east

of the Hume Freeway (though yet to be committed by VicRoads). The future assessments assume

that Donnybrook Road will ultimately be an arterial standard road with three lanes in each

direction and will have full diamond interchanges with the Outer Metropolitan Ring Road to the

west and the E6 to the east.

4.2.3 Gunns Gully Road

Gunns Gully Road is a two-lane road typically aligned in an east-west direction and located to

the west of the Hume Freeway. It is currently configured with a two lane rural cross-section (one

lane in each direction) and forms two give way controlled T-intersection connections with the

western side of the Hume Freeway. One intersection permits left-in, left-out movements whilst the

other intersection accommodates full turning movements with deceleration lanes provided along

the Hume Freeway for right turning (or U-turning) vehicles.


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Ultimately, Gunns Gully Road, west of Scanlon Drive, will be a six lane cross section (three lanes in

each direction). East of Scanlon Drive, Gunns Gully Road will be a four lane cross section linking

to the OMR.

4.2.4 Epping Road

Epping Rd is a two-way unsealed road aligned in a north-south direction and located to the west

of the subject site. It provides direct access to Epping in the south and will ultimately consist of a

four lane cross section (i.e. two lanes in each direction).

Epping Road forms a roundabout intersection with the Donnybrook Rd with full turning

movements permitted.

4.3 Internal Road Network

The internal road network is underpinned by a grid network of collector and boulevard road

types that provide internal connectivity to local town centres as well as the external network. Key

features of the network include:

Grants Road, an east-west connector road linking Epping Road in the east to Lockerbie

in the west. This road will ultimately consist of a four lane cross section.

Scanlon Drive, a north south connector road linking Gunns Gully Road to Epping in the

south. This road will ultimately consist of a six lane cross section south of Gunns Gully

Road.

A new north-south connector approximately 1.6km west of Scanlon Drive that will pass

through the Donnybrook PSP connecting to the OMR at the northern end of the study

area. This road will ultimately consist of a four lane cross section.

A number of new east-west and north-south connectors will be placed at strategic

locations between the collector road network that are aimed at providing local

connectivity and access.

The road network as depicted in the VITM model is shown in Figure 4.1.


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Figure 4.1: Donnybrook and Woodstock PSP VITM Road Network (2046)

Further discussion on the transport modelling is provided in Section 5.

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5. Transport Modelling

5.1 Background

VITM is a tool developed by the Department of Transport Planning and Local Infrastructure

(Formerly DoT) to assist in the planning of road and public transport infrastructure in Victoria. It is a

multimodal strategic model that uses future population, employment and land use data

projections to forecast travel behaviour and the impacts of changes to the road and public

transport networks. VITM contains all major freeways, main arterials and connector roads within

the Melbourne Statistical Division.

The model is a link-based traffic model which is implemented in the CUBE Voyager software

environment (developed by Citilabs). The model version that used for this project was obtained

from the DTPLI in May 2013, version VITM2012_V120110 GAA NGC. This is the latest release of the

model from the DTPLI (DoT formerly).

The MPA commissioned a study to refine the Victorian Integrated Transport Model (VITM) for

Melbourne’s North Growth Corridor. The refinements to VITM included the following:

disaggregation of the zone system within the growth corridor

updates to the future modelled land use yields to reflect the level of growth predicted

by the MPA within the corridor

updates to the road network within the corridor.

The purpose of the project was to provide a strategic model of the North Growth Corridor which

could be to understand the transport needs of the MPA, Hume City Council, Whittlesea City

Council and VicRoads for projects (such as PSPs) within the corridor.

This model formed the basis for the VITM modelling undertaken as part of this package of work.

5.2 Design Years - Interim (2026) vs. Ultimate (2046)

Both interim and ultimate traffic volumes are presented in this report. The interim traffic volumes

represent the +10 year scenario (~2026) and the ultimate volumes the 2046 scenario. The interim

volumes are used to inform intersection works up to the interim scenario for inclusion into the

Development Contributions Plan (DCP), whilst the ultimate volumes are used to validate the

provision of ultimate road reserves including flaring requirements at intersections.

5.3 GTA Road Network Refinements

GTA refined a copy of the Northern Growth Corridor version of VITM (herein referred to as the

NGCVITM) and has used it in the assessment of the Donnybrook and Woodstock PSP. For the

purposes of this assessment the following network refinements were made to the NGC VITM (both

the 2026 and 2046 models):

additional and editing road network in the study area

refinement of the zones

refinement of the zone centroid connection location for the PSP.

The extent of the GTA network refinements are shown in Figure 5.1 and Figure 5.2.

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Figure 5.1: NGC - VITM Road Network Figure 5.2: Refined VITM Road Network

The GTA refinements were made to enhance how the NGC VITM reflected the likely access

arrangements for the Donnybrook and Woodstock PSP. It is highlighted that the GTA refinements

did not result in any noteworthy changes to the 2026 and 2046 VITM network beyond the bounds

of the study area.

Plots of the road network characteristics (i.e. speeds, lanes, capacities etc.) are located in

Appendix A.

5.4 Land use Refinements

In addition to the road network refinements, the zone configuration of the PSP was desegregated

for the purpose of the traffic assessment. The zone system was based around the proposed

urban structure plan’s land uses and road network characteristics.

The zone refinements are shown graphically in Figure 5.3 and Figure 5.4, whilst Figure 5.5 provides

details of the zone numbering adopted for the study area.

Figure 5.3: NGC VITM Zone Structure Figure 5.4: Refined VITM Zone Structure

In addition, the land use specifications for the zones have been provided from the MPA, and are

shown and summarised in Figure 5.5 and Table 5.1.

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Figure 5.5: Donnybrook and Woodstock PSP Zone Numbering

Transport Modelling

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Table 5.1: Donnybrook and Woodstock PSPs land use summary (2026 and 2046)

Zone

2026 2046

Population Dwelling Employment Enrolment Population Dwelling Employment Enrolment

2218 1,084 516 177 451 1,926 688 174 451

2731 235 335 34 - 1,251 447 45 -

2978 938 447 45 - 1,668 596 60 -

3066 1,354 645 154 1,100 2,408 860 186 1,100

3067 1,244 592 59 - 2,212 790 79 -

3078 1,312 625 172 451 2,333 833 298 851

3079 1,385 659 66 - 2,462 879 88 -

3203 270 385 39 - 1,438 514 71 -

3223 384 183 18 - 682 244 - -

Donnybrook PSP 8,205 4,388 764 2,002 16,380 5,850 1,001 2,402

472 593 282 28 - 1,054 376 38 -

2716 1,285 612 81 - 2,284 816 122 -

2717 1,632 777 118 - 2,902 1,036 184 -

2718 546 260 216 - 970 347 385 1,100

2719 1,486 708 71 - 2,642 943 94 -

3068 1,136 541 189 851 2,019 721 207 851

3069 844 402 40 - 1,501 536 54 -

3070 1,732 825 227 451 3,080 1,100 295 451

3071 803 382 38 - 1,427 510 51 -

3072 730 348 75 - 1,298 463 216 1,500

3073 1,279 609 61 - 2,273 812 81 -

3074 1,401 667 67 - 2,490 889 104 -

3075 43 62 6 - 231 83 8 -

3076 1,324 631 63 - 2,354 841 84 -

3077 1,337 637 64 - 2,377 849 157 451

Woodstock PSP 16,171 7,742 1,344 1,302 28,903 10,322 2,079 4,353

Total 24,376 12,129 2,108 3,304 45,283 16,172 3,080 6,755

As shown in Table 5.1, the Woodstock PSP is to cater for almost double the population, dwelling

and employment of the Donnybrook PSP in both 2026 and 2046 design years. Enrolments in the

Woodstock PSP are to increase by 300% from 2026 to 2046. Ultimately, the PSPs will total a

population over 45,200, including 16,100 households, 3,000 employments and 6,700 enrolments.

5.5 Public Transport

The public transport networks within the model are consistent with those provided by PTV that are

embedded within the model. The routes were adjusted to reflect the road network changes

outlined in Section 5.3.

Figures 5.6 and 5.7 show the resultant Public Transport Routes within the model for the interim

(2026) and ultimate (2046) networks, whilst Table 5.2 provides a summary of the frequencies input

for each route.

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Figure 5.6: Public Transport Network – Design Year 2026

Figure 5.7: Public Transport Network – Design Year 2046

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Table 5.2: Public Transport Description and Frequencies

Mode Route

Description

Direction Frequencies

2026 2046

Train: Stopping all

station

Sandringham –

Donnybrook

(Direct) All

Stations

Northbound - Every 10 min

Southbound - Every 10 min

V/Line Train Southern Cross –

Seymour

Northbound Every 60 min Every 60 min

Southbound Every 30min Every 30min

Bus: SmartBus

Service

Broadmeadows

Whittlesea

Northbound - Every 10 min

Southbound - Every 10 min

Broadmeadows

Lockerbie

Eastbound - Every 20 min

Westbound - Every 20 min

Bus: Standard

Service

Kalkallo –

Donnybrook

Eastbound Every 40 min Every 40 min

Westbound Every 40 min Every 40 min

Donnybrook

Loop (via

Woodstock)

Eastbound Every 40 min Every 40 min

Westbound Every 40 min Every 40 min

Epping –

Donnybrook


Southbound Every 15 min Every 15 min

Donnybrook –

Donnybrook

North (via

Donnybrook)


Southbound Every 40 min -

A key component of the public transport networks within the PSP is the electrification of the

railway line to Donnybrook, which does not function within the 2026 model however operates at

10minute frequencies by 2046. Another feature of the network is the introduction of the SmartBus

service which is also in operation by 2046.

5.6 Scenarios

A total of 19 scenarios have been tested as part of this project, including

seven scenarios in 2046 with the Outer Metropolitan Ring Road (OMR)

six scenarios in 2046 without the OMR

six scenarios in 2026 without the OMR.

Each of the scenarios contains a combination of links that have been identified as part of this

study. The links include two that cross the Sydney-Melbourne railway line that connect to the

Lockerbie Principal Activity Centre, a crossing of the Merri Creek providing a connection to the

northern section of the PSP, and a third crossing of the Sydney-Melbourne railway line that also

connects the northern section of the PSP.

Table 5.3 summaries each of the scenarios tested, noting that each of the scenarios includes the

same land uses identified in Table 5.1.

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Table 5.3: Summary of Road Network Inclusions for each Scenario

No Year Scenario No Scenario Inclusion (Refer to footnote)

1 2 3 4

1

2026 – without OMR

and

2046 – with OMR

Base

2 1A

3 1B

4 1C

5 2A

6 2B

7 2C

8

2046 – without OMR

3A

9 3B

10 3C

11 4A

12 4B

13 4C

1. Gunns Gully Road

2. Grants Road

3. North South Secondary Arterial

4. Northern Railway Crossing

Scenarios 1A to 2C are the likely outcome for the 2026 and 2046 design years, whilst 3A to 4C

have been developed to understand the network operation if the OMR is not completed by this

date.

The location of the four links indicated in Table 5.3 is shown graphically in Figure 5.8.

Figure 5.8: Location of Links included for Scenarios Model

1

2

3

4

Anticipated Traffic Volumes

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6. Anticipated Traffic Volumes

6.1 Introduction

An assessment of the PSP transport demands and network performance has been undertaken for

the Base Scenario in this section of the report. The outcomes from the assessment of the Base

Scenario will inform the road network requirements at full development, whilst the determination

of a need for the four crossings previously identified is within Section 7.

6.2 GTA VITM Traffic Generation

Table 6.1 lists the inputs and outputs of the GTA VITM modelling. It shows the AM and PM 2-hour

peak and daily traffic generation for the two PSPs along with the corresponding land use inputs.

Table 6.1: Updated VITM Traffic Generation – Base Scenario

Year PSP

Land Use AM 2 hr

Trips

PM 2 Hr

Trips

Daily

Vehicle

Trips Residential

(hh)

Employment

(jobs)

Schools

(enrolments)

2026 Donnybrook (67) 4,388 764 2,002 4,198 4,532 23,500

Woodstock (96) 7,742 1,344 1,302 7,171 8,086 41,900

Total 12,130 2,108 3,304 11,369 12,618 65,400

2046 Donnybrook (67) 5,850 1,001 2,402 6,845 7,849 40,800

Woodstock (96) 10,322 2,079 4,353 12,258 14,025 73,400

Total 16,172 3,080 6,755 19,103 21,874 114,200

The model outputs suggest that by 2046 the two PSPs are expected to generate traffic in the

order of 114,200 vpd, and 19,103 and 21,874 vehicles for the AM and PM 2-hour peak periods

respectively.

Adopting a typical (industry standard) two-hour to peak hour factor of 0.55, the combined PSPs

are anticipated to generate in the order of 10,507 vehicles in the AM peak hour and 12,031

vehicles in the PM peak hour.

6.3 Validation of VITM Traffic Generation Rates

6.3.1 First Principles Generation Rates

A summary of the individual land uses and the resulting first principles traffic generation for the study

area is provided in Table 6.2. This assessment compares the modelled traffic volume outputs to

commonly used generation rates as confirmation that VITM is generating realistic traffic demands.


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Table 6.2: First Principals Traffic Generation Assessment (2046) – Base Scenario

Area Land Use Yield

Traffic Generation Rate Reduction

Factor for

Internal

Trips

Resultant Trips

AM

(1hr)

PM

(1hr) Daily

AM

(1hr)

PM

(1hr) Daily

Donnybrook (67)

Residential [1] 5,850

dwellings

0.6

trips/hh

0.6

trips/hh

6.0

trips/hh n/a 3,510 3,510 35,100

Employment

(jobs) 1,001 jobs

0.5 trips/ 3

jobs [2]

4.6 trips/3

jobs [2]

50 trips/ 3

jobs [2] 25% [3] 124 1,143 12,422

School 2,402

enrolments

0.75 trips/

enrol [4]

0 trips/

enrol [4]

1.5 trips/

enrol [4] n/a 1,802 - 3,603

Woodstock (96)

Residential [1] 10,322

dwellings

0.6

trips/hh

0.6

trips/hh

6.0

trips/hh n/a 6,193 6,193 61,932

Employment

(jobs) 2,079 jobs

0.5 trips/ 3

jobs [2]

4.6 trips/3

jobs [2]

50 trips/ 3

jobs [2] 25% [3] 258 2,373 25,799

School 4,353

enrolments

0.75 trips/

enrol [4]

0 trips/

enrol [4]

1.5 trips/

enrol [4] n/a 3,265 - 6,530

Total 15,152 13,219 145,385

[1] Daily rate based on VISTA 09 data for the Whittlesea LGA, with the peak hour rates assumed to be 10% of the daily rate.

[2] Daily rate sourced from the RTANSW “Guide to Traffic Generating Developments” report (dated October 2002) with PM peak hour

rate assumed to be 10% of the daily rate. An AM rate of 0.5 trips/100sqm has been adopted for service vehicle movements given

that the LTC will not be fully operational during the AM peak hour. A rate of 3 jobs per 100sqm has been adopted for this

assessment.

[3] Based on Section 3.3 of the RTANSW “Guide to Traffic Generating Developments” report. It is assumed that 25% of all trips within

the PSP will be internal to the zone given that the PSP includes a number of LTC’s and schools.

[4] Based on a first principals assessment

It is highlighted that the first principles assessment outlined in Table 6.2 takes into consideration the

results of the Victorian Integrated Survey of Travel and Activity 2009 (VISTA09) undertaken by the

DoT/DTPLI. VISTA09 is a comprehensive survey of how, when and why Victorians travel and is

both more recent and locality specific than most other available empirical data sources. The

average VISTA09 traffic generation rate of 6.0 movements per dwelling for the Whittlesea LGA is

lower than other empirical data sources which generally have a daily generation rate in the

order of 6.0 vehicle movements per dwelling. The lower VISTA 09 generation rate can be partially

attributed to a shift in mode choice away from private vehicle use.

6.3.2 Comparison of VITM and First Principals Volume Analysis

A comparison of the GTA VITM generation and first principles generation assessment is provided

in Table 6.3.

Table 6.3: VITM verses First Principles Assessment (2046) - Base Scenario

Traffic Volumes AM Peak PM Peak Daily

VITM 10,507 12,031 114,200

First Principle Assessment 15,152 13,219 145,385

% Difference 144% 110% 127%

Table 6.3 show that the forecast GTA VTIM traffic demands are generally within 50% to those of a

first principles assessment, noting that some of the land use rates and yields can vary depending

on the ultimate mix and density of development, and the strategic nature of VITM. It is noted that

the VITM generally produces low traffic demands when compared with the first principles

assessment due to short trips (trips within zones) being excluded.


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6.4 Daily Modelled Volumes

Ten key locations within the PSP have been identified in consultation with MPA to report on a

range of outputs including volumes and capacity information. The ten locations are shown

graphically in Figure 6.1.

Figure 6.1: Transport Network with Key Locations

Based on the outcomes of the VITM modelling, the expected two-way daily traffic volumes on

key roads for 2046 are summarised in Table 6.4. The volumes reported are for the Base Scenario.


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Table 6.4: Summary of Ultimate Daily Volumes on Key Roads (2046)

No. Road Name

Expected

Daily

Traffic

Volume

Proposed

Classification

and No. lanes

Daily Traffic

Volume Limit

Associated with

Classification

Austroads

Capacity

Limit (based

on No.

lanes) [1]

Proposed

Classification is

Considered

Appropriate?

1 Donnybrook Road

(east of Donnybrook

Station)

6,500 Primary Arterial

(6 lanes)

Greater than

30,000vpd 54,000vpd Yes

2 Donnybrook Road

(west of OMR) 6,300

Primary Arterial

(6 lanes)

Greater than

30,000vpd 54,000vpd Yes

3 North South

Connector 4,800

Connector Street

(2 lanes) 3,000 to 7,000vpd 18,000vpd Yes

4 Scanlon Dr 13,800 Primary Arterial

(6 lanes)

Greater than

30,000vpd 54,000vpd Yes

5 Grants Road 11,400 Secondary Arterial


6 Gunns Gully Road

(east of train-line) 45,400

Primary Arterial

(6 lanes)

Greater than

30,000vpd 54,000vpd Yes

7 Northern Railway

Crossing 3,900

Connector Street


8 North South

Secondary Arterial 7,500

Secondary Arterial


9 Gunns Gully Road

(west of OMR) 24,400

Primary Arterial

(6 lanes)

Greater than

30,000vpd 54,000vpd Yes

[1] Capacity limits scoured from Austroads Standards “Guide to Traffic Management – Part 3 Traffic Studies and Analysis” document

from Table 4.3 as follows: 2-lane road: 18,000vpd, 4–lane road: 36,000vpd, 6-lane road 54,000vpd.

As shown in Table 6.4 the proposed road classifications align with the daily traffic volume ranges

associated with the classification and Austroads based road capacity limits.

6.5 Model Plots

In addition to the information presented in this section, a range of outputs have been extracted

from the model. The intention of these is to assist in the understanding of travel demand for the

two design years. These are located within Appendix B and include the following:

Select Link Analysis Plots for the eight locations identified, for the AM and PM peak

periods, and by direction

Degree of saturation for the AM and PM peak

Daily, AM and PM peak volume plots

Travel speed plots for the AM and PM peak period.

The SLAs demonstrate that, as expected, there is a large proportion of traffic from the eastern

zones, which have a large amount of residential dwellings, travelling across the two PSPs towards

the employment areas in the west.

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7. Scenario Assessment

7.1 Overview

A key component of the study is to understand the need for any or all of the proposed railway

line or Merri Creek bridge crossings. Specifically, these include:

two crossings of the Sydney-Melbourne railway line that connect to the Lockerbie

Principal Activity Centre

one crossing of the Merri Creek providing a connection to the northern parts of the PSP

one crossing of the Sydney to Melbourne railway line that connects the northern part of

the PSP to the external network.

A range of outputs have been extracted from the model and are reported in this section. These are:

link volumes at key locations for the AM, PM and Daily periods. These have been

reported for both the interim (2026) and ultimate design years (2046)

volume to capacity or degree of saturation outputs for the respective peak periods

and design years

select link plots or assessments for the key locations previously identified

Network Performance characteristics.

The outputs are discussed in the following sections with a summary provided thereafter.

7.2 Link Volumes

7.2.1 Interim (2026)

The interim (2026) link volumes for the key locations, as identified in Section 6 (Figure 6.1), have

been extracted from the model and are summarised in Table 7.1 through to 7.3.

Table 7.1: AM Peak (two hour) Link Volumes 2026

No Road Name Base Scenario

1A

Scenario

1B

Scenario

1C

Scenario

2A

Scenario

2B

Scenario

2C

1

Donnybrook Rd (east of Donnybrook Station)

EB 557 713 595 892 566 566 568


WB 1,290 1,567 1,574 1,614 1,289 1,289 1,282

2

Donnybrook Rd (west of OMR) EB 496 565 528 625 494 501 498

Donnybrook Rd (west of OMR) WB 541 575 519 610 542 536 538

3

North South Connector NB 268 222 225 212 261 262 261

North South Connector SB 623 719 841 791 610 631 607

4

Scanlon Dr NB 262 245 277 263 259 259 264

Scanlon Dr SB 546 596 702 585 567 548 558

5

Grants Road EB 653

1,107

662 641 644

Grants Road WB 1,397

1,660

1,423 1,403 1,405

6

Gunns Gully Road (east of train-line) EB 890 1,085

918 1,041 1,004

Gunns Gully Road (east of train-line) WB 1,302 1,721

1,321 1,313 1,307

7

Northern Railway Crossing EB 92 103 184 409

145

Northern Railway Crossing WB 113 171 463 871

194

8

North South Secondary Arterial NB 99 131 423 817 165

North South Secondary Arterial SB 236 219 325 536 318

9

Gunns Gully Road (west of OMR) EB 176 169 181 162 177 171 200

Gunns Gully Road (west of OMR) WB 359 321 325 280 354 357 416

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Table 7.2: PM Peak (two hour) Link Volumes 2026


1A

Scenario

1B

Scenario

1C

Scenario

2A

Scenario

2B

Scenario

2C

1


EB 1,451 1,569 1,518 1,609 1,458 1,454 1,458


WB 872 1,090 977 1,314 868 879 875

2



3

North South Connector NB 714 929 749 1,005 700 713 700


4

Scanlon Dr NB 696 641 714 622 712 722 735

Scanlon Dr SB 431 407 418 392 435 433 441

5

Grants Road EB 1,562

1,756

1,591 1,583 1,588

Grants Road WB 875

1,387

912 870 873

6

Gunns Gully Road (east of train-line) EB 1,661 1,842

1,692 1,679 1,686


1,281 1,370 1,345

7

Northern Railway Crossing EB 209 540 787 1,206

221


181

8

North South Secondary Arterial NB 265 282 501 801 377

North South Secondary Arterial SB 177 486 732 1,142 215

9

Gunns Gully Road (west of OMR) EB 418 394 356 313 427 429 495

Gunns Gully Road (west of OMR) WB 240 226 234 194 252 248 283

Table 7.3: Daily Link Volumes 2026


1A

Scenario

1B

Scenario

1C

Scenario

2A

Scenario

2B

Scenario

2C

1


EB 5,800 6,600 6,200 8,800 5,900 5,800 5,900


WB 6,400 7,700 7,400 9,700 6,500 6,500 6,500

2

Donnybrook Rd (west of OMR) EB 2,900 3,100 3,000 3,800 2,900 2,900 2,900

Donnybrook Rd (west of OMR) WB 3,000 3,200 3,100 3,800 3,000 3,000 3,000

3

North South Connector NB 2,700 3,100 2,600 3,600 2,700 2,700 2,700

North South Connector SB 2,700 3,100 2,700 3,800 2,700 2,700 2,700

4

Scanlon Dr NB 2,500 2,400 2,500 2,300 2,500 2,500 2,600

Scanlon Dr SB 2,600 2,600 2,700 2,300 2,600 2,600 2,700

5


9,400

5,600 5,500 5,500


9,800

5,900 5,700 5,700

6


8,300 8,300 8,300


8,500 8,500 8,500

7

Northern Railway Crossing EB 800 1,300 2,000 3,900

1,100

Northern Railway Crossing WB 700 900 1,600 3,800

1,100

8

North South Secondary Arterial NB 800 800 1,700 3,800 1,300

North South Secondary Arterial SB 800 1,200 1,900 3,700 1,200

9

Gunns Gully Road (west of OMR) EB 1,400 1,400 1,300 1,200 1,500 1,400 1,600

Gunns Gully Road (west of OMR) WB 1,500 1,400 1,400 1,100 1,500 1,500 1,700

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7.2.2 Ultimate (2046)

The ultimate (2046) link volumes for the key locations, as identified in Section 6 (Figure 6.1), have


Table 7.4: AM Peak (two hour) Link Volumes 2046


1A

Scenario

1B

Scenario

1C

Scenario

2A

Scenario

2B

Scenario

2C

1


EB 960 1,047 1,064 1,590 959 972 979


WB 2,834 3,085 3,287 4,580 2,829 2,876 2,845

2

Donnybrook Rd (west of OMR) EB 848 862 880 1,014 850 854 856


3



4

Scanlon Dr NB 1,008 1,007 712 607 1,017 1,076 1,084

Scanlon Dr SB 1,201 1,226 1,128 1,194 1,205 1,228 1,237

5

Grants Road EB 421

1,067

425 395 403


2,547

1,171 1,118 1,136

6


1,847 1,840 1,914


3,435 3,316 3,435

7

Northern Railway Crossing EB 278 286 427 517

281


323

8

North South Secondary Arterial NB 612 609 828 1,106 652

North South Secondary Arterial SB 615 571 746 814 672

9


Gunns Gully Road (west of OMR) WB 1,863 1,827 1,336 805 1,897 2,055 2,196

Table 7.5: PM Peak (two hour) Link Volumes 2046


1A

Scenario

1B

Scenario

1C

Scenario

2A

Scenario

2B

Scenario

2C

1


EB 508 872 936 2,690 505 522 525


WB 146 213 171 628 145 147 146

2



3



4

Scanlon Dr NB 1,199 1,255 1,128 1,191 1,197 1,264 1,272

Scanlon Dr SB 1,420 1,378 919 802 1,422 1,511 1,523

5


3,373

1,574 1,502 1,525

Grants Road WB 936

2,385

940 906 919

6


5,285 5,251 5,378


3,120 3,083 3,222

7

Northern Railway Crossing EB 380 408 1,029 1,288

433

Northern Railway Crossing WB 364 376 563 1,004

402

8

North South Secondary Arterial NB 698 657 856 1,232 839

North South Secondary Arterial SB 832 855 1,170 1,752 919

9

Gunns Gully Road (west of OMR) EB 2,406 2,253 1,106 829 2,435 2,631 2,798


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Table 7.6: Daily Link Volumes 2046


1A

Scenario

1B

Scenario

1C

Scenario

2A

Scenario

2B

Scenario

2C

1


EB 2,500 3,300 3,400 8,100 2,500 2,500 2,500


WB 4,000 4,600 4,600 9,200 4,000 4,000 4,000

2

Donnybrook Rd (west of OMR) EB 3,200 3,400 3,400 4,100 3,200 3,300 3,300

Donnybrook Rd (west of OMR) WB 3,100 3,300 3,300 4,000 3,200 3,200 3,200

3

North South Connector NB 2,200 2,300 2,400 3,800 2,400 2,200 2,200

North South Connector SB 2,600 2,600 2,500 3,900 2,600 2,500 2,500

4

Scanlon Dr NB 6,700 6,800 5,200 4,900 6,800 7,100 7,100

Scanlon Dr SB 7,100 7,100 5,200 5,100 7,200 7,400 7,500

5


16,700

5,500 5,200 5,300


17,900

6,100 5,900 5,900

6


23,800 23,600 24,400


23,700 23,100 24,000

7

Northern Railway Crossing EB 2,000 2,000 3,600 7,000

2,200

Northern Railway Crossing WB 1,900 2,000 3,200 7,100

2,200

8

North South Secondary Arterial NB 3,700 3,600 5,000 8,100 4,300

North South Secondary Arterial SB 3,800 3,800 5,000 8,000 4,400

9



7.2.3 Ultimate (2046) – without OMR

The ultimate (2046) link volumes without OMR for the key locations, as identified in Section 6

(Figure 6.1), have been extracted from the model and are summarised in Table 7.7 through to 7.9.

Table 7.7: AM Peak (two hour) Link Volumes 2046 – without OMR

No Road Name Scenario

3A

Scenario

3B

Scenario

3C

Scenario

4A

Scenario

4B

Scenario

4C

1


EB 1,127 1,287 1,898 1,018 1,029 1,038


WB 3,595 3,815 5,013 3,209 3,049 3,065

2

Donnybrook Rd (west of OMR) EB 747 784 934 717 712 709

Donnybrook Rd (west of OMR) WB 672 795 1,006 652 649 647

3

North South Connector NB 263 317 341 295 290 290

North South Connector SB 761 626 872 628 631 629

4

Scanlon Dr NB 1,425 1,024 934 1,435 1,337 1,424

Scanlon Dr SB 1,909 1,803 1,853 1,930 1,725 1,807

5

Grants Road EB

1,164

434 386 398

Grants Road WB

2,492

1,212 1,122 1,142

6

Gunns Gully Road (east of train-line) EB 2,021

2,058 2,121 2,061

Gunns Gully Road (east of train-line) WB 3,683

3,408 3,423 3,359

7

Northern Railway Crossing EB 297 450 586

558

Northern Railway Crossing WB 294 393 694

743

8

North South Secondary Arterial NB 1,083 1,322 1,653 1,171

North South Secondary Arterial SB 1,231 1,420 1,488 1,362

9

Gunns Gully Road (west of OMR) EB 395 400 385 405 628 787

Gunns Gully Road (west of OMR) WB 658 618 595 671 826 956

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Table 7.8: PM Peak (two hour) Link Volumes 2046 – without OMR


3A

Scenario

3B

Scenario

3C

Scenario

4A

Scenario

4B

Scenario

4C

1


EB 1,061 1,415 3,226 625 607 610


WB 314 292 944 239 242 240

2

Donnybrook Rd (west of OMR) EB 597 669 1,010 595 588 589

Donnybrook Rd (west of OMR) WB 767 733 964 729 726 722

3

North South Connector NB 700 587 740 541 677 673

North South Connector SB 351 291 540 423 408 395

4

Scanlon Dr NB 2,034 1,816 1,925 2,020 1,854 1,885

Scanlon Dr SB 1,815 1,198 1,110 1,848 1,752 1,766

5

Grants Road EB

3,485

1,954 1,793 1,791

Grants Road WB

2,600

1,063 935 936

6


5,131 5,082 5,048


3,071 3,209 3,148

7

Northern Railway Crossing EB 517 947 1,319

822

Northern Railway Crossing WB 373 515 964

629

8



9

Gunns Gully Road (west of OMR) EB 625 529 528 662 872 941

Gunns Gully Road (west of OMR) WB 399 366 363 404 659 708

Table 7.9: Daily Link Volumes 2046 – without OMR


3A

Scenario

3B

Scenario

3C

Scenario

4A

Scenario

4B

Scenario

4C

1


EB 3,800 4,500 10,300 2,900 2,800 2,900


WB 5,300 5,500 11,400 4,600 4,500 4,500

2

Donnybrook Rd (west of OMR) EB 3,200 3,400 4,900 3,200 3,200 3,200

Donnybrook Rd (west of OMR) WB 3,300 3,700 4,900 3,200 3,300 3,200

3

North South Connector NB 2,600 2,600 3,700 2,400 2,500 2,500

North South Connector SB 2,900 2,600 4,100 2,800 2,700 2,700

4

Scanlon Dr NB 10,100 7,900 7,800 10,100 9,200 9,300

Scanlon Dr SB 10,100 7,800 7,800 10,200 9,200 9,300

5

Grants Road EB

17,200

6,000 5,600 5,600

Grants Road WB

18,600

6,400 5,900 5,800

6


24,000 23,600 23,400


23,700 23,500 23,200

7

Northern Railway Crossing EB 2,300 3,600 6,700

3,900

Northern Railway Crossing WB 2,200 3,000 6,600

4,100

8



9

Gunns Gully Road (west of OMR) EB 2,700 2,400 2,300 2,800 3,900 4,300

Gunns Gully Road (west of OMR) WB 2,600 2,300 2,200 2,700 3,700 4,000

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7.3 Degree of Saturation

The volume to capacity ration (degree of saturation) is a good indicator as to the operation of

the network at the specific link locations. The volume to capacity ratio (VCR) are also able to be

correlated with the Level of Service Definitions as defined in Austroads outlined in Table 7.10.

Table 7.10: Level of Service Definitions

LOS Definition

Volume to

Capacity

Ratio

A Conditions of free flow, speed is controlled by driver’s desires, speed limits or

physical Roadway conditions 0.0-0.35

B Conditions of stable flow, operating speeds begin to be restricted, little or no restrictions on

manoeuvrability from other vehicles 0.35-0.50

C Conditions of stable flow, speeds and manoeuvrability more closely restricted, occasional

backups behind left-turning vehicles at intersections 0.50-0.75

D Conditions approach unstable flow, tolerable speeds can be maintained but temporary

restrictions may cause extensive delays, little freedom to manoeuvre 0.75-0.90

E Conditions approach capacity, unstable flow with stoppages of momentary duration,

manoeuvrability severely limited 0.90-1.00

F Forced flow conditions, stoppages for long periods, low operating speeds 1.00 or >1.00

7.3.1 Interim (2026)

The interim (2026) VCR outputs for the key locations, as identified in Section 6 (Figure 6.1), have


Table 7.11: AM Peak (two hour) Volume to Capacity Outputs and Level of Service 2026


1A

Scenario

1B

Scenario

1C

Scenario

2A

Scenario

2B

Scenario

2C

1


EB 0.33 0.42 0.35 0.53 0.33 0.33 0.33


WB 0.76 0.92 0.93 0.95 0.76 0.76 0.75

2

Donnybrook Rd (west of OMR) EB 0.29 0.33 0.31 0.37 0.29 0.29 0.29

Donnybrook Rd (west of OMR) WB 0.32 0.34 0.31 0.36 0.32 0.32 0.32

3

North South Connector NB 0.19 0.16 0.16 0.15 0.19 0.19 0.19

North South Connector SB 0.44 0.51 0.60 0.56 0.44 0.45 0.43

4

Scanlon Dr NB 0.15 0.14 0.16 0.15 0.15 0.15 0.16

Scanlon Dr SB 0.32 0.35 0.41 0.34 0.33 0.32 0.33

5

Grants Road EB 0.38

0.65

0.39 0.38 0.38

Grants Road WB 0.82

0.98

0.84 0.83 0.83

6

Gunns Gully Road (east of train-line) EB 0.52 0.64

0.54 0.61 0.59

Gunns Gully Road (east of train-line) WB 0.77 1.01

0.78 0.77 0.77

7

Northern Railway Crossing EB 0.07 0.07 0.13 0.29

0.10

Northern Railway Crossing WB 0.08 0.12 0.33 0.62

0.14

8

North South Secondary Arterial NB 0.06 0.08 0.25 0.48 0.10

North South Secondary Arterial SB 0.14 0.13 0.19 0.32 0.19

9

Gunns Gully Road (west of OMR) EB 0.10 0.10 0.11 0.10 0.10 0.10 0.12

Gunns Gully Road (west of OMR) WB 0.21 0.19 0.19 0.16 0.21 0.21 0.24

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Table 7.12: PM Peak (two hour) Volume to Capacity Outputs and Level of Service 2026


1A

Scenario

1B

Scenario

1C

Scenario

2A

Scenario

2B

Scenario

2C

1


EB 0.85 0.92 0.89 0.95 0.86 0.86 0.86


WB 0.51 0.64 0.57 0.77 0.51 0.52 0.51

2



3



4

Scanlon Dr NB 0.41 0.38 0.42 0.37 0.42 0.42 0.43

Scanlon Dr SB 0.25 0.24 0.25 0.23 0.26 0.25 0.26

5

Grants Road EB 0.92

1.03

0.94 0.93 0.93

Grants Road WB 0.51

0.82

0.54 0.51 0.51

6


1.00 0.99 0.99


0.75 0.81 0.79

7


0.16


0.13

8



9



7.3.2 Ultimate (2046)

The ultimate (2046) VCR outputs for the key locations, as identified in Section 6 (Figure 6.1), have


Table 7.13: AM Peak (two hour) Volume to Capacity Outputs and Level of Service 2046


1A

Scenario

1B

Scenario

1C

Scenario

2A

Scenario

2B

Scenario

2C

1


EB 0.16 0.17 0.18 0.27 0.16 0.16 0.16


WB 0.47 0.51 0.55 0.76 0.47 0.48 0.47

2



3



4

Scanlon Dr NB 0.17 0.17 0.12 0.10 0.17 0.18 0.18

Scanlon Dr SB 0.20 0.20 0.19 0.20 0.20 0.20 0.21

5

Grants Road EB 0.12

0.31

0.12 0.12 0.12

Grants Road WB 0.34

0.75

0.34 0.33 0.33

6


0.31 0.31 0.32


0.57 0.55 0.57

7


0.20


0.23

8



9



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Table 7.14: PM Peak (two hour) Volume to Capacity Outputs and Level of Service 2046


1A

Scenario

1B

Scenario

1C

Scenario

2A

Scenario

2B

Scenario

2C

1


EB 0.08 0.15 0.16 0.45 0.08 0.09 0.09


WB 0.02 0.04 0.03 0.10 0.02 0.02 0.02

2



3



4

Scanlon Dr NB 0.20 0.21 0.19 0.20 0.20 0.21 0.21

Scanlon Dr SB 0.24 0.23 0.15 0.13 0.24 0.25 0.25

5

Grants Road EB 0.45

0.99

0.46 0.44 0.45

Grants Road WB 0.28

0.70

0.28 0.27 0.27

6


0.88 0.88 0.90


0.52 0.51 0.54

7


0.31


0.29

8



9



The information presented in Table 7.12 to 7.14 indicate that the exclusion of Gunns Gully Road

and Grants Road from the network (i.e. Scenarios 1A and 1B) but significant pressure on one

another. This is considered to be due to the attractor of the Lockerbie Principal Activity Centre

which is located immediately west of the Donnybrook PSP.

The Merri Creek Crossing (Crossing No. 3) experience a level of service of “C” or better in each of

the scenarios, indicating that it will function well regardless of the combination of east-west

connections. This highlights a demand to the northern destinations outside of the PSPs as well as

the OMR. Its removal in Scenarios 2B and 2C shift traffic throughout the network again

highlighting the strategic nature it plays to destinations north of the PSP areas.

Overall, the network demonstrates that generally, capacity exists on all road within the network,

demonstrating that opportunities could exist to initially provide less capacity (i.e. number of

lanes). In particular all roads, except for Grants Road and Gunns Gully Road, demonstrate

excellent levels of service and low degrees of saturation, indicating that less capacity could be

provided initially. Finally, should Gunns Gully Road and Grants Road both be constructed, in the

short term, a ‘balancing’ of capacities could be introduced as development is realised.

Of all options that include only three of the four crossings, Option 2A represents the best network

performance, with spare capacity existing on the majority of roads within the PSP.

It is noted that the modelling undertaken in this assessment only considers the likely transport

demands and does not consider the strategic function or nature of the road, which is also a key

input into determining its cross sectional layout and requirements.

7.3.3 Ultimate (2046) – without OMR

The ultimate (2046) VCR outputs without OMR for the key locations, as identified in Section 6 (Figure

6.1), have been extracted from the model and are summarised in Table 7.15 through to 7.16.

Scenario Assessment

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Table 7.15: AM Peak (two hour) Volume to Capacity Outputs and Level of Service 2046 – without OMR


3A

Scenario

3B

Scenario

3C

Scenario

4A

Scenario

4B

Scenario

4C

1

Donnybrook Rd (east of Donnybrook Station) EB 0.19 0.21 0.32 0.17 0.17 0.17


WB 0.60 0.64 0.84 0.53 0.51 0.51

2

Donnybrook Rd (west of OMR) EB 0.12 0.13 0.16 0.12 0.12 0.12

Donnybrook Rd (west of OMR) WB 0.11 0.13 0.17 0.11 0.11 0.11

3

North South Connector NB 0.19 0.23 0.24 0.21 0.21 0.21

North South Connector SB 0.54 0.45 0.62 0.45 0.45 0.45

4

Scanlon Dr NB 0.24 0.17 0.16 0.24 0.22 0.24

Scanlon Dr SB 0.32 0.30 0.31 0.32 0.29 0.30

5

Grants Road EB

0.34

0.13 0.11 0.12

Grants Road WB

0.73

0.36 0.33 0.34

6

Gunns Gully Road (east of train-line) EB 0.34

0.34 0.35 0.34

Gunns Gully Road (east of train-line) WB 0.61

0.57 0.57 0.56

7

Northern Railway Crossing EB 0.21 0.32 0.42

0.40

Northern Railway Crossing WB 0.21 0.28 0.50

0.53

8

North South Secondary Arterial NB 0.32 0.39 0.49 0.34

North South Secondary Arterial SB 0.36 0.42 0.44 0.40

9

Gunns Gully Road (west of OMR) EB 0.10 0.10 0.10 0.10 0.16 0.20

Gunns Gully Road (west of OMR) WB 0.16 0.15 0.15 0.17 0.21 0.24

Table 7.16: PM Peak (two hour) Volume to Capacity Outputs and Level of Service 2046 – without OMR


3A

Scenario

3B

Scenario

3C

Scenario

4A

Scenario

4B

Scenario

4C

1

Donnybrook Rd (east of Donnybrook Station) EB 0.18 0.24 0.54 0.10 0.10 0.10


WB 0.05 0.05 0.16 0.04 0.04 0.04

2

Donnybrook Rd (west of OMR) EB 0.10 0.11 0.17 0.10 0.10 0.10

Donnybrook Rd (west of OMR) WB 0.13 0.12 0.16 0.12 0.12 0.12

3

North South Connector NB 0.50 0.42 0.53 0.39 0.48 0.48

North South Connector SB 0.25 0.21 0.39 0.30 0.29 0.28

4

Scanlon Dr NB 0.34 0.30 0.32 0.34 0.31 0.31

Scanlon Dr SB 0.30 0.20 0.19 0.31 0.29 0.29

5

Grants Road EB

1.03

0.57 0.53 0.53

Grants Road WB

0.76

0.31 0.28 0.28

6

Gunns Gully Road (east of train-line) EB 0.95

0.86 0.85 0.84

Gunns Gully Road (east of train-line) WB 0.57

0.51 0.53 0.52

7

Northern Railway Crossing EB 0.37 0.68 0.94

0.59

Northern Railway Crossing WB 0.27 0.37 0.69

0.45

8

North South Secondary Arterial NB 0.36 0.41 0.55 0.46

North South Secondary Arterial SB 0.37 0.53 0.65 0.40

9

Gunns Gully Road (west of OMR) EB 0.16 0.13 0.13 0.17 0.22 0.24

Gunns Gully Road (west of OMR) WB 0.10 0.09 0.09 0.10 0.16 0.18

It is noted that as with the scenarios with the OMR, both Gunns Gully Road and Grants Road will

experience undesirable levels of service should one or the other be removed from the network,

as indicated in Scenario 1A and 1B. When both are removed from the network in Scenario 1C,

the traffic demands shift towards the northern railway crossing link. This provides a clear

indication that there is a large demand for east –west traffic through the PSP.

Scenario Assessment

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The results also demonstrate that it does not play a strategic function with the northern the Merri

Creek Crossing (Crossing No. 3) as the network is able to accommodate the redistribution of

demands with its removal.

The results also demonstrate that with and without the OMR, the demand volumes demonstrate

that the network capacity generally has sufficient capacity to cater for the likely demands.

7.4 Road Network Performance

The VKT, VHT and average speeds for the wider study area are provided in Table 7.17.

Scenario Assessment

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Table 7.17: Network Statistic within PSP

Scenario

AM PM

Vehicle

Kilometres

Travelled

(VKT)

Vehicle

Hours

Travelled

(VHT)

Average

Speed

(km/hr)

Vehicle

Kilometres

Travelled

(VKT)

Vehicle

Hours

Travelled

(VHT)

Average

Speed

(km/hr)

2026_Base 34,590 1,017 34.01 39,117 1,072 36.51

2026_Scen1A 34,478 1,031 33.46 40,023 1,217 32.87

2026_Scen1B 32,694 988 33.11 37,836 1,095 34.57

2026_Scen1C 33,924 1,082 31.36 39,467 1,346 29.32

2026_Scen2A 34,362 973 35.30 39,537 1,097 36.03

2026_Scen2B 33,044 941 35.13 34,471 951 36.26

2026_Scen2C 33,272 945 35.22 37,754 1,049 35.98

2046_Base 140,761 2,685 52.43 157,291 3,301 47.65

2046_Scen1A 123,144 2,392 51.49 140,946 3,089 45.63

2046_Scen1B 121,686 2,468 49.30 119,962 2,797 42.90

2046_Scen1C 105,055 2,159 48.65 112,536 2,881 39.06

2046_Scen2A 141,443 2,677 52.84 158,873 3,342 47.53

2046_Scen2B 126,614 2,458 51.51 145,243 3,141 46.24

2046_Scen2C 126,458 2,435 51.92 148,203 3,229 45.90

2046_Scen3A 173,117 3,320 52.15 189,152 4,113 45.99

2046_Scen3B 156,107 3,194 48.88 160,155 3,931 40.74

2046_Scen3C 159,281 3,235 49.23 163,494 4,036 40.51

2046_Scen4A 173,967 3,342 52.05 164,675 3,884 42.40

2046_Scen4B 155,601 3,001 51.84 173,490 3,656 47.46

2046_Scen4C 156,501 2,997 52.22 172,995 3,619 47.81

Scenarios with a higher VKT demonstrate a model network where vehicles generally travel longer

distances to reach their destinations whilst the VHT is a representation of the time taken to reach

their destination. The average speed is a good way to compare the operation of the network

against one another.

As the land uses are the same between each of the scenarios, The Base Scenario features all of

the road links and is expected to demonstrate the highest values of VKT. In both the interim and

ultimate design years, Scenario 2A exhibit VKT values similar to that of the Base, indicating that

the removal of the northern railway crossing does not alter travel patterns that significantly.

The average speed of Scenario 2A is the highest when compared to the remaining scenarios

indicating that it performs quite well from a network perspective.

7.5 Plots

A range of pots for the Modelled Scenarios have been prepared and are located in Appendix C

and Appendix D. These include:

Daily, AM and PM Peak Period Link Volumes

AM and PM Peak Period Travel Speeds

AM and PM Peak Period Degree of Saturation.

Intersection Volumes

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8. Intersection Volumes

8.1 Methodology

VITM is a strategic network model and hence care should be exercised when extracting

individual links or turning movement flows. It typically is not used for determining intersection

turning movements as it is not used for this purpose, and turning movements are influenced by a

number of factors not included in VITM.

Nevertheless, a requirement of the brief is to develop intersection turning movements to assist in

determining the infrastructure requirements for the PSP. As such, we have developed an

approach that seeks to provide a balanced outcome for each intersection.

The approach adopted in arriving at future turning flows for the purpose of assessing the PSPs is

summarised as follows:

Extract AM and PM peak period (2-hour) intersection turning movements from VITM for

key intersections and covert to peak hour flows using the 0.55 factor.

Assess each intersection individually to ensure that turn flows are reasonable having

regard for the arterial and local road networks and adjacent activity centre and

schools and make refinements where appropriate.

Factor the VITM traffic volumes to achieve consistency with the anticipated first

principles traffic generation assessment.

Engineering ‘judgement’ has been applied to turning movements that exhibit low or

unrealistic movements based on the network layout and accounting for individual.

In terms of the quantum of intersection turning movements, the results provided in Appendix E are

for Scenario 2A, as this represents the best performing scenario.

8.2 Intersections Assessed

A total of 21 intersections have been selected within the study area, as depicted in Figure 8.1.

Intersection Volumes

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Figure 8.1: Key Intersection Locations

The resultant intersection turning movements, for the AM and PM peak periods for the interim

(2026) and ultimate (2046) scenarios are located in Appendix E.

Conclusion

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9. Conclusion

Strategic transport modelling of the Donnybrook and Woodstock PSPs has been undertaken using

the Victoria Integrated Transport Model (VITM). The information presented within this report

outlines the land use inputs, assumptions and resultant transport demands for the proposed road

network.

Four specific road projects have been identified for further analysis, two that cross the Sydney-

Melbourne railway line and connects to the Lockerbie Principal Activity Centre, a crossing of the

Merri Creek providing a connection to the northern section of the PSP, and a third crossing of the

Sydney-Melbourne railway line that also connects the northern section of the PSP.

In total, 19 scenarios were developed to inform the need for the four crossings to assist with

understanding the need for the four road projects. The results demonstrated that:

The Gunns Gully Road connection (connection No. 1) provides a direct connection to

the Lockerbie Principal Activity Centre and when removed, the network operates at

undesirable levels, particularly on the adjacent east west routes.

The Grants Road railway crossing (connection No. 2) is similar to the Gunns Gully Road

crossing in that it plays an important function for east west traffic, and when removed,

places undesirable operating levels on adjacent road links.

The north south Merri Creek crossing (connection No. 3) provides an important link to

destinations north of the PSP areas, however the low volume of traffic is able to be

absorbed by the network when it is removed.

The northern railway crossing (connection No. 4) provides a localised connection to the

northern sections of the PSP however its removal does not significantly alter travel

patterns in the study area, thus demonstrating its low reliance from a strategic level.

In summary, the outcomes presented in this report deem that Scenario 2A, which did not support

the need for the northern crossing of the Sydney to Melbourne Railway Line, does not impact on

the operation of the road network when compared to the remaining scenarios, providing the

best network performance.

Appendix A

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Ap

pe

nd

ix A

Appendix A

Interim (2026) and Ultimate (2046) Modelled Road

Networks

VITM Northern Growth Coridor Model

14M1555000 Number of Lanes 2046

(Licensed to GTA Consultants)

5/21/2014

M:\VITM\VITM2012_V120110 GAA NGC\Network Generation_2959_V120112\Base\M14_1555000\Y2026\Y2026_AM_VITM_V1.NET

Number of lanes per direction:

LANES=1

LANES=2

LANES=3

LANES=4

LANES>4

Rail Lines

Centroid Connector

Future Road Network

Zone Boundary

Zone has no land use (not used)


14M1555000 - Number of Lanes AM Year 2046


5/1/2014

M:\VITM\VITM2012_V120110 GAA NGC\Base\M14_1555000\Y2046\HWY_PM_AFTERTRIPASSIGN_Base.M14_1555000.Y2046.NET

Number of lanes (1 Way):

LANES=1

LANES=2

LANES=3

LANES=4

LANES>4

Rail Line

Future Road Network

Donnybrook Rd

OM

R

408

471

472

2204

2205

22182219

2220

2221

2712

2716

2717

27182719

2720

2721

2722

2731

2732

2978

3040

3041

3042

3043

3044

3045

3046

3047

3048

3049

3050

3051

3052

3053

3054

3055

3056 3057

3066

3067

3068

3069

3070

3071

3072

3073

3074

3075

30763077

3078

3079

3080

3184

3190

3191

3192

3200

3201

3203

3223

Appendix B

14M1555000 11/11/14


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pe

nd

ix B

Appendix B

Interim (2026) and Ultimate (2046) Base Network

Output Plots


14M1555000 - 2 Hrs AM Degree of Saturation (DOS) Year 2026 Base


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Degree of Saturation:

0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs AM Travel Speed (km/hr) Year 2026 Base


2/06/2014


Travel Speed (km/hr):

0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs AM Peak Total PCU Year 2026 Option Base


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Legend:

Rail Line

Future Road Network

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0

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0

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13101190

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640

900

370

530

1100

950

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0

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0

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60

230

1770

1560

1270

20

0

8030

31

0

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0

1290

560

620

270

1110

220

820

130

320

170

1110

310

1150

550

250

200210

100

30

70

1030

540

470

0

150

180

70

20

180

110

1120

61030

100

10

0

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1010

50

120

40

110

730

200

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440

1300

890

1310

860

70

20

1410

1520

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680

49

0

86

0

8040

70

60

60

80

40

40

80

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580

920

110

1201010480

800

330

860

540

660

460

110

860

500

1080

260

1210

930

6602

70

1180

7801

50

20

16

0

12

060

400

29

0

30

310

310

110

20

71

0

36

0

50

60

90

100

33

080

70

340

40

660

270

63

0

81

0

27

0

69

0

93

0

860

100

31

0

31

0

110

20 200

120

90 240

50

60210

350

340

460

330

28

0

22

0

16

0

20

47

0

24

0

200

420

330

460

116

0

530

340

200

280

460

130

240

47

0

18

0

90

280

902

80

240

130 30

3030

30

30

30

9060

110

90

906

01609

0

160

90

360

160170

790

108026

0

11

90

31

0

10

380

53

0

93

0

570

200

1010

30

80

180

20

0

16

0

50

0

15

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13060

0

390

170

100

290

30

360

20

350

340

1270

1640

370

120

120370

0

0

1000

130

1040

60

10

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24

0

10

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520

130

590

640

700

440

360

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10

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72

0

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12

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720

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1301100180

210

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103

0


14M1555000 - 2 Hrs PM Degree of Saturation (DOS) Year 2026 Base


2/06/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs PM Travel Speed (km/hr) Year 2026 Base


2/06/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs PM Peak Total PCU Year 2026 Option Base


2/06/2014


Legend:

Rail Line

Future Road Network

97

0

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0

1340

2060

1200

1610

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1490

880

1100830

1340

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0

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760

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930

1070

40

11

0

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1070600

570

141

0

930

17

10

83

0

700

1420

1480 840

320

860

1450

67

00

7990

7990

7990

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3640

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0

1480

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880

1560

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1560

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1410 1470

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1610

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870

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710

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1060

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170110

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1390100

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140610910

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1320

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6208

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13904

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0860

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410

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860

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7080 170

360

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210

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0 0

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560

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Legend:

Rail Line

Future Road Network

Centroid Connector

57

00

32

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1110011200

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6/4/2014

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4/06/2014


11

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4/06/2014


0

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4/06/2014


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4/06/2014


6

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14M1555000 - 2 Hrs AM Degree of Saturation (DOS) Year 2046 Base


5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs AM Travel Speed (km/hr) Year 2046 Base


5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs AM Peak Total PCU Year 2046 Base


5/6/2014


Legend:

Rail Line

Future Road Network

63

0

64

0

74

80

66

0

90

0

3150

1700

2540

1460

800

430

2290

1430

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107

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1350

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72

70

19

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640

420

330

210

330

310

35

0

23

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780

780

2890770

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120

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2100

1410

1410

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70

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10

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0

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0

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19

0

100

240

330

210

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290

6030

80

30

80

2050

20

50

12

0

11

0


14M1555000 - 2 Hrs PM Degree of Saturation (DOS) Year 2046 Base


5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs PM Travel Speed (km/hr) Year 2046 Base


5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs PM Peak Total PCU Year 2046 Base


5/6/2014


Legend:

Rail Line

Future Road Network

12

00

62

0

24

70

14

50

71

0

1960

2250

1560

1540

490

790

1190

1190

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1190

870

880320

740

10

70

11

60

1060

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890

60

16

0

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47

0

20

0

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850

670

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76

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10200

10200

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20

4020

4020

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1440

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1530

110

180

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11

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0

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220

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100

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100

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100

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0

30

50

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70

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50

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14M1555000 - Daily Volume Total PCU Year 2046 Base


5/6/2014

M:\VITM\VITM2012_V120110 GAA NGC\Base\M14_1555000\Y2046\HWY_Daily_AFTERTRIPASSIGN_Base.M14_1555000.Y2046.net

Legend:

Rail Line

Future Road Network

Centroid Connector

80

00

27

70

0

99

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23500

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0

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13

20

09

60

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10500

11

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68006400

38

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34

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7000

740

0

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900

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4080

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4080

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39000

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33

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56700

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55

12 12

81 108

27

70

73

94

91

21

93

100

12

12

8775 54

33

1

33

2

0

3

10

00

9

3

3

1

3

1

2

3

1

5

6

16

0

34

4

1

6

2

1

95

18

6

21




14/05/2014


19

18

3

10

1

1

36

28

0

0

1

0

0

1

3

0

5

21

14

37

22

34 15

6

31

0

2

0 1

0

0

3

6065 65

0

7575

218

118

81

19

232

15

394302

87

5

155

75 75

1

0

1

1

31

4

6560

00

0

00

00

44

4

4

4

4

4

44

4

4

4

4

4

4

4

13

1

11

111

389

66

6

244

0

1

1

33

31

31

1

1 99

6

4

234

65

58

43

75

1

3

5

19

62

637 37

10

72

6

1

3

3

3

3

0

0

00

0

0

0

3

1

1

1

1

1

1

4

1

61

11

1

0

31

87

31

56

3

66




14/05/2014


0

0

47

0

43

2

3

0

17

0

97

76

2

0

0

0

0

3

0

0

0

00

0

0 1

1

0

60

1

45

85

67

84

41

0

94

0

0

1

0

2

2

0

0

9

1

3

21 23

2

3030

308

86

20

2

20

349

41

805

576

22

9

1 123

30 30

00

0 0

0 0

0

0

01

0

1

21

0

19

0

00

0

0

0 0

00

0

0

0

1

1

1

1

1

1

1

1

1

1

1

1

1

11

1

124

682

00

62

411

0

0

0

0

0

00

3

0

94

94

0

0

0

00

0

0

00

17

17

00

62

0

0

0

23

164

55

30

3

9

12

105

98

6262 62

85 85

3

28

4

1

2

2

2

2

0

0

00

0

0

0

00

00

0

0

0

1

0

0

0

0

00 0

0

0

3

1

0

20

2

2

1

0

1

0

0

0

97

22

997

132

0

9 62 62

00

Appendix C

14M1555000 11/11/14


Ap

pe

nd

ix C

Appendix C

Interim (2026) Select Link Analysis for Modelled

Scenarios


14M1555000 - 2 Hrs AM Degree of Saturation (DOS) Year 2026 Option 1A


28/05/2014

M:\VITM\VITM2012_V120110 GAA NGC\Base\M14_1555000\Y2026\Y2026_Scen1A\HWY_AM_AFTERTRIPASSIGN_Base.M14_1555000.Y2026.Y2026_Scen1A.NET


0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs AM Travel Speed (km/hr) Year 2026 Option 1A


28/05/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs AM Peak Total PCU Year 2026 Option 1A


28/05/2014


Legend:

Rail Line

Future Road Network

37

0

75

0

62

60

39

0

82

0

2000

1060

1640

950

380

130

1590

1080

1030

7501330

680

86

0

60

0

460

570

1010

800

10

0

30

750

430570

560

700

118

0

74

0

15

20

750

1790

1840 230

108

0

1560

760

34

90

3730

3730

3730

3730

3730

7420

7420

7420

7420

62

60

11

60

1310

1700

760200

200

760

301

0

10

30

610

190

57

0

18

0

330

320

4060

12

20

10

350

166

0

330

1390

710

150

83

0

47

0

61

0

23

0

610

430

210

130

20013

0

100

120

130

220

220

130

130

220

20

0

13

0

20

0

13

0

60

0

25

0

630

580

95

0

64

0

330

320

320170

22

0

50

0

32017

0

320

170

630

580

460

620

80

12

0

10

0

36

0

124

0

41

0

49

0

11

90

63

0

500

1050

1460

1370

330

150

510

19030

0

26

0

110

50

450

220

56

0

32

0

1260

300 1140

13601110

1430

1560

700

1990

740

19

90

74

0

60

190

160

106

0

580

49

0

58

0

440

670

1320700

43

0

48

0

1730

1060

60

0

41

053

0

31

0

61

0

23

0

96

0

37

0

690

940

320

540

1090

810

59

0

19

0

1640

950

60

240

1740

1510

1320

20

0

8020

42

0

16

0

1570

710

720

220

1110

210

860

170

420

130

1170

330

1160

550

260

210220

100

30

80

1040

550

470

0

160

170

80

30

170

110

1320

70030

110

11

0

30

1010

50

130

40

120

660

200

750

500

1720

1080

1730

1060

140

3070

0

070

1600

1070

270

680

57

0

31

0

7050

80

50

60

70

50

50

70

70

50

560

620

501301000480

101

0

310

510

710

480

110

860

570

1110

250

1300

1080

7903

70

1270

9301

50

20

48

0

17

0120

480

26

0

30

230

350

400

90

10

10

35

0

110

40

130

80

30

050

170

400

90

790

370

61

0

78

0

28

0

71

0

90

0

860

100

35

0

23

0

400

90 530

17080

570

100

60210

260

360

730

360

46

0

23

0

10

0

20

70

0

23

0

220

680

360

730

118

0

440

360

120

300

460

130

270

47

0

17

0

90

280

902

80

270

130 60

4060

40

60

40

11

070

170

100

11070

200100

200

100

400

170160

790

111025

0

11

80

31

0

10

350

52

0

64

0

450

220

1010

100

80

50

170

50

50

20

0

17

0

51

0

15

0

6060

0

390

170

100

290

30

330

20

320

320

1180

1570

370

110

110370

10

0

970

130

1000

60

10

00

22

0

13

0

500

120

640

720

750

500

320

170

11

0

30

62

0

10

60

70

0

11

80

620

106

0

110

1401230220

220

100

410

160

410

160

104

0

0

70

0

70


14M1555000 - 2 Hrs PM Degree of Saturation (DOS) Year 2026 Option 1A


28/05/2014

M:\VITM\VITM2012_V120110 GAA NGC\Base\M14_1555000\Y2026\Y2026_Scen1A\HWY_PM_AFTERTRIPASSIGN_Base.M14_1555000.Y2026.Y2026_Scen1A.NET


0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs PM Travel Speed (km/hr) Year 2026 Option 1A


28/05/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs PM Peak Total PCU Year 2026 Option 1A


28/05/2014


Legend:

Rail Line

Future Road Network

94

0

43

0

30

50

10

10

46

0

1380

2010

1270

1640

130

390

1310

1620

940

11201040

1440

74

0

94

0

770

750

980

1080

40

12

0

680

1020660

640

137

0

800

17

20

80

0

680

1740

2050 860

670

1080

1570

67

50

8020

8020

8020

8020

8020

3630

3630

3630

3630

30

50

58

0

1530

1830

430430

430

430

103

0

30

10

260

520

27

0

51

0

320

340

8070

27

0

500

10

320

191

0

940

1710

30260

47

0

95

0

35

0

80

0

510

650

490

280

16027

0

150

470

280

490

490

280

280

490

16

0

27

0

16

0

27

0

41

0

64

0

700

760

88

0

10

70

320

340

230390

61

0

23

0

23039

0

230

390

700

760

690

560

12

0

13

0

35

0

17

0

300

54

0

55

0

93

0

11

80

750

760

1230

1490

150

350

190

52035

0

24

0

80

140

200

460

40

0

59

0

680

1450 1460

12101530

1370

720

1580

116020

60

11

60

20

60

590

220

560

750

710

69

0

66

0

790

720

10401340

59

0

42

0

1390

1850

49

0

60

040

0

85

0

35

0

80

0

44

0

69

0

1300

950

880

530

830

1280

22

0

54

0

1270

1640

240

90

1360

1570

1730

10

20

3080

15

0

29

0

1090

1570

330

930

280

1090

60

340

90

160

350

520

650

1060

210

180110

120

80

50

3030

460

650

0

170

190

40

70

150

150

1040

1340110

50

50

11

0

1020

140

80

120

70

620

670

670

950

1420

1840

1390

1850

30

90

10

10

1300

1610

690

420

40

0

60

0

7070

80110

90

70

70

70

70

70

70

690

660

130906

60870

360

760

670

300

260

530

470

700

320

1190

1380

1280

7109

80

1240

12503

0

15

0

22

0

66

0870

350

29

0

22

0

220

200

190

350

68

0

79

0

30

310

100

370

36

0

29

0

330

130

67

0

720

980

51

0

99

0

710

1520

20

0

22

0

190

350 290

720

200

740

210

100

0 0

510

410

530

590

26

0

40

0

60

11

0

22

0

50

0

450

320

590

530

770

123

0

430

430

630

600

600

240

20

0

58

0

290

150

290150

240

600 120

390120

390

120

390

5015

0

160

540

50150

100230

100

230

200

430850

210

32011

90

48

0

96

0

500

10

70

0

63

0

210

470

1020

80

40

010

010

010

24

0

25

0

24

0

49

0

8090

10

10

250

400

290

170

480

50

470

20

460

0

1960

1000

200

380

380200

10

10

270

860

190

870

19

0

49

0

28

0

220

470

810

850

670

950

230

390

50

11

0

12

40

73

013

70

80

0

124

0

730

150

1002601140

110

120

210

270

210

270

303

0

10

10


14M1555000 - Daily Volume Total PCU Year 2026 Option 1A


5/29/2014

M:\VITM\VITM2012_V120110 GAA NGC\Base\M14_1555000\Y2026\Y2026_Scen1A\HWY_Daily_AFTERTRIPASSIGN_Base.M14_1555000.Y2026.Y2026_Scen1A.net

Legend:

Rail Line

Future Road Network

Centroid Connector

56

00

31

80

0

61

00

21100

370

0

1170013100

91

00

510

0

11800

80

0

63006400

105

00

12

400

6300

790

0

34

900

39000

39000

3900

0

3900

0

3640

0

3640

0

3640

0

36400

36400

31

80

04

60

0

215002600

2600

200

20

0

3800

3000

800

70

00

1300

900

0

11700

6300

77

00

56

00

5700

2000

1600

1700

2000

200

0

2000

16

00

16

00

51

00

7700

96

00

3000

2700

34

0027

00

2700

77006600

13

00

27

00

56

00

10

00

0

560012800

350

0

280043

00

1000

2600

58

00

10600

1860020400

15300

17300

2400

28008

20

0

68

00

520

0

14100

58

00

19100

59

00

58

00

56

00

60

00

12200

7000

9500

40

00

17700

170

0

1300

0

22000

300

60

0

25

00

14300

6200

6400

2000

160

0

4500

92002000

1200

700

300

5500

180

0

600

1600

14100600

60

0

300

1100

700

510

0

8500

19300

19100

600

100

100

17400

580

0

59

00

90

0

900

900

900

900

580

012007400

580

0

7200

390

0

8500

7600

17600 166001

00

0

32

00

5500

14

00

3200

2000

66

00

1100

1700

3600

10400

10

100

32

00

200

0

3700 3400

170

04400

6000

36

00

60

0

38

00

4000

6000

980

0

2700

4400

310

0

34

00

2300

2300

11001100

1100

12

00

2200

1200

1900

19003600

5000

7600

69

00

130

0

2700

20

0

700

300

26

00

41

00

900

100

3400

100

0

3000

100

36003200

32

00

20

00

3600

8700

85002700

60

0

94

00

10

50

0

940

0

1400

65001200

26002600

300

100


14M1555000 - 2 Hrs AM Degree of Saturation (DOS) Year 2026 Option 1B


2/06/2014

M:\VITM\VITM2012_V120110 GAA NGC\Base\M14_1555000\Y2026\Y2026_Scen1B\HWY_AM_AFTERTRIPASSIGN_Base.M14_1555000.Y2026.Y2026_Scen1B.NET


0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs AM Travel Speed (km/hr) Year 2026 Option 1B


2/06/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs AM Peak Total PCU Year 2026 Option 1B


2/06/2014


Legend:

Rail Line

Future Road Network

38

0

72

0

62

30

40

0

79

0

2000

1040

1590

930

430

130

1560

1560

1090

7401470

560

77

0

51

0

410

710

1050

790

12

0

30

770

390520

530

740

116

0

73

0

15

20

770

1550

1680 630

167

0

1590

680

34

90

3720

3720

3720

3720

3720

7400

7400

7400

7400

62

30

11

70

1330

1710

14010

1650

1230

1660

1110

400

0 40

890

520

57

0

23

0

590

590

4060

12

50

10

370

170

0

340

1430

800

30

83

0

38

0

79

0

24

0

550

390

320

430

24015

0

390

200

420

320

320

420

420

320

24

0

15

0

24

0

15

0

70

0

28

0

690

600

72

0

39

0

590

590

320180

22

0

46

0

32018

0

320

180

690

600

500

640

10

0

13

0

10

0

36

0

126

0

10

40

64

0

12

50

81

0

1000

1020

1530

1500

390

160

560

23029

0

22

0

120

40

500

250

64

0

85

0

1280

340 830

12501040

1360

1580

530

1980

750

19

80

75

0

70

1440

850

710

490

24

0

70

0

380

750

120

40

11

0

50

50

10

68

0

39

072

0

39

0

1660

1110

79

0

24

0

93

0

35

0

650

930

360

490

1080

940

67

0

17

0

1590

930

60

230

1800

1520

1280

20

0

8020

26

0

13

0

1570

600

840

230

1070

150

420

40

170

90 730

290

1010

530

150

200110

100

30

80

1040

540

460

0

150

180

70

30

180

110

120

40

110

11

0

1040

60

130

20

120

710

420

440

190

50

10

90

2020

20

1570

1530

270

670

64

0

86

0

8040

70

60

60

80

40

40

80

80

40

830

132

0601201020430

104

0

330

40

0

60

190

630

150

510

340

1010

220

80

190

20

50

201

70

30

40

30

0

360

44

0

40

0

320

420

130

80

99

0

80

0

80

70

140

110

48

0

46

0

10

90

64

0

60

2041

0

92

0

33

0

86

0

670

110

42

0

32

0

130

80 260

190

200

40

60210

330

340

710

350

48

0

23

0

16

0

20

72

0

25

0

210

680

350

710

120

0

400

430

130

510

390

170

460

36

0

18

0

90

280

902

80

460

170 280

100280

100

280

90

19

090

460

180

19090

250110

250

110

430

170130

650

101022

0

11

90

25

0

10

370

78

0

500

260

1010

40

80

10

100

10

10

11

0

12

0

50

0

18

0

8060

0

390

170

100

290

30

350

20

340

330

1250

1660

370

110

110370

0

0

990

130

1030

60

10

30

32

0

42

0

510

120

370

450

440

190

320

180

11

0

66

0

10

40

74

0

11

60

660

104

0

110

1401000150

110

100

270

150

270

150

104

0

20

20


14M1555000 - 2 Hrs PM Degree of Saturation (DOS) Year 2026 Option 1B


2/06/2014

M:\VITM\VITM2012_V120110 GAA NGC\Base\M14_1555000\Y2026\Y2026_Scen1B\HWY_PM_AFTERTRIPASSIGN_Base.M14_1555000.Y2026.Y2026_Scen1B.NET


0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs PM Travel Speed (km/hr) Year 2026 Option 1B


2/06/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs PM Peak Total PCU Year 2026 Option 1B


2/06/2014


Legend:

Rail Line

Future Road Network

90

0

43

0

30

90

97

0

46

0

1340

2030

1190

1630

180

420

1520

1760

880

1100950

1420

57

0

80

0

760

750

930

1080

40

11

0

670

1020620

620

137

0

800

17

00

78

0

670

1510

1790 840

570

970

1520

67

20

8000

8000

8000

8000

8000

3620

3620

3620

3620

30

90

53

0

1480

1860

10060

1380

1790

1390

1760

090

90 0

710

890

38

0

55

0

680

660

9070

27

0

500

10

320

192

0

1060

1740

30150

960

46

0

96

0

31

0

81

0

480

620

730

500

18033

0

330

720

500

730

730

500

500

730

18

0

33

0

18

0

33

0

42

0

71

0

710

770

53

0

74

0

680

660

230360

61

0

22

0

23036

0

230

360

710

770

690

560

13

0

14

0

35

0

17

0

300

74

0

89

0

11

60

11

70

800

1020

1460

1550

190

390

230

55034

0

22

0

70

150

240

510

68

0

72

0

640

1380 1430

11301530

1360

680

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115020

40

11

50

20

40

590

1090

1390

680

800

63

0

39

0

780

710

80

120

90

10

0

20

60

46

0

74

045

0

66

0

1390

1760

31

0

81

0

47

0

67

0

1400

990

820

590

1000

1250

23

0

65

0

1190

1630

230

80

1430

1610

1740

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20

3080

15

0

27

0

980

1520

300

750

220

960

60

380

120

150

350

640

650

1050

210

170110

120

80

50

3030

460

630

0

170

190

40

70

150

160

80

120110

40

40

11

0

2020

140

120

130

100

720

780

260

490

20

60

30

90

0

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1510

1730

690

420

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73

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8050

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80

50

50

80

80

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136

0

113

0150

100610890

400

850

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220

120

290

890

380

550

330

1190

220

170

50

30

1304

0

18

0

60

40

820

280

75

0

68

0

340

380

90

80

12

10

11

10

100

100

160

170

83

0

75

0

170

40

15

0

93

0

0

50

99

05

90

10

60

630

1490

38

0

34

0

9080 240

250

70

170

210

100

0

480

480

520

630

25

0

41

0

60

21

0

24

0

56

0

500

320

630

520

750

121

0

440

440

620

600

590

370

23

0

47

0

290

150

290150

370

590 240

390240

390

240

390

10

0

40

0

340

790

100

400

140410

140

410

230

590700

200

33011

90

43

0

98

0

500

10

250

510

1020

80

40

1010

1010

1010

23

0

18

0

24

0

45

0

90100

10

10

260

400

290

170

480

50

470

20

460

0

1940

1030

200

380

380200

0

10

220

890

140

900

14

0

73

0

50

0

220

510

490

470

260

490

230

360

40

11

0

12

40

72

013

70

80

0

124

0

720

160

100150930

110

120

200

270

200

270

303

0

0

0


14M1555000 - Daily Volume Total PCU Year 2026 Option 1B


2/06/2014

M:\VITM\VITM2012_V120110 GAA NGC\Base\M14_1555000\Y2026\Y2026_Scen1B\HWY_Daily_AFTERTRIPASSIGN_Base.M14_1555000.Y2026.Y2026_Scen1B.net

Legend:

Rail Line

Future Road Network

Centroid Connector

56

00

32

00

0

61

00

20800

380

0

1130012600

75

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510

0

11400

80

0

62006100

103

00

12

200

6200

780

0

34

900

39000

39000

3900

0

3900

0

3640

0

3640

0

3640

0

36400

36400

32

00

04

40

0

210001100

18900

19200

200

20

0

9700

7900

900

70

00

1300

890

0

13500

6200

76

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55

00

5400

3500

1900

3100

3600

360

0

3600

19

00

19

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52

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7700

56

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7900

2700

33

0027

00

2700

77006500

13

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27

00

73

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12

20

0

1020015500

360

0

290041

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1000

2700

72

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11000

1610019700

14700

17100

2400

150007

00

0

47

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510

0

800

80

0

400

64

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57

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19200

55

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65

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12500

6700

11500

43

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17300

170

0

1350

0

21900

300

60

0

22

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13600

5300

5200

1500

140

0

4200

89001900

1100

700

300

5400

180

0

500

1600

800300

30

0

600

1200

600

580

0

2500

400

600

18200

580

0

73

00

80

0

900

800

800

800

146

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13007400

630

0

200

1600

500

0

4800

7500

1700

100

6001

10

0

50

0

4900

70

00

5800

900

13

800

900

1700

1000

100

11

200

9300

58

00

900

2600 1200

170

04400

6000

36

00

80

0

41

00

4100

6000

960

0

2900

4500

360

0

29

00

2300

2300

18001800

1800

18

00

3600

1800

2400

24003900

4600

7500

67

00

130

0

2800

20

0

700

200

17

00

42

00

1000

100

3400

100

0

3000

100

35003200

32

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36

00

3700

4000

25002700

30

0

92

00

10

30

0

920

0

1400

49001100

24002400

300


14M1555000 - 2 Hrs AM Degree of Saturation (DOS) Year 2026 Option 1C


2/06/2014

M:\VITM\VITM2012_V120110 GAA NGC\Base\M14_1555000\Y2026\Y2026_Scen1C\HWY_AM_AFTERTRIPASSIGN_Base.M14_1555000.Y2026.Y2026_Scen1C.NET


0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs AM Travel Speed (km/hr) Year 2026 Option 1C


2/06/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs AM Peak Total PCU Year 2026 Option 1C


2/06/2014


Legend:

Rail Line

Future Road Network

37

0

66

0

62

80

39

0

73

0

1990

1110

1580

1000

430

130

1600

1210

1120

8301460

870

85

0

53

0

510

500

1070

880

13

0

30

710

390610

630

580

108

0

69

0

15

30

710

2120

2040 390

110

0

1730

940

34

90

3720

3720

3720

3720

3720

7460

7460

7460

7460

62

80

11

80

1270

1700

830520

520

830

900

0 90

590

210

56

0

20

0

350

350

4050

12

30

10

350

167

0

370

1320

690

10200

81

0

36

0

76

0

29

0

640

470

530

820

27018

0

800

420

820

540

540

820

820

540

27

0

18

0

27

0

18

0

58

0

26

0

470

500

81

0

45

0

350

350

280160

22

0

45

0

28016

0

280

160

470

500

320

560

70

12

0

10

0

36

0

125

0

57

0

60

0

12

30

65

0

410

990

1370

1350

380

150

550

18029

0

26

0

110

50

480

200

65

0

41

0

1330

260 880

1280

910

1330

1560

500

1980

760

19

80

76

0

100

290

220

950

420

30

0

53

0

480

760

160110

13

0

12

0

50

10

57

0

32

053

0

21

0

76

0

29

0

92

0

26

0

660

950

290

490

1010

820

61

0

17

0

1580

1000

70

250

1750

1440

1300

20

0

7010

33

0

14

0

1610

890

790

210

1130

210

680

90

280

30 1030

350

990

520

140

210110

100

30

80

2040

530

450

0

170

170

80

30

170

110

160

1100

120

12

0

01040

100

150

60

140

800

690

400

240

50

10

320

20250

0

0250

1610

1180

270

680

66

0

40

0

9050

80

60

70

90

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50

90

90

50

660

990

501101010490

100

0

300

90

0

80

220

840

210

550

420

1190

300

130

220

50

100

201

90

30

40

30

30

450

43

0

23

0

300

360

170

50

96

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59

0

20

70

80

110

47

0

29

0

40

140

85

0

70

50

0

46

0

86

0

33

0

82

0

680

90

36

0

30

0

170

50 250

170

80 190

40

60210

0

280

350

710

350

47

0

22

0

11

0

20

69

0

23

0

220

670

350

710

119

0

390

480

160

570

420

300

520

29

0

21

0

90

280

902

80

520

300 330

230330

230

330

230

54

0

18

0

870

410

540

180

550200

550

200

730

250130

550

119030

0

11

80

32

0

10

350

61

0

490

200

1010

260

70

170

350

14

0

13

0

47

0

18

0

8060

0

390

170

100

290

30

330

20

320

320

1180

1600

380

110

110380

10

0

970

140

1000

60

10

00

54

0

82

0

510

120

390

520

400

240

280

160

12

00

48

0

95

058

0

10

80

480

950

120

1501290270

110

100

270

150

270

150

204

0

0250

0


14M1555000 - 2 Hrs PM Degree of Saturation (DOS) Year 2026 Option 1C


2/06/2014

M:\VITM\VITM2012_V120110 GAA NGC\Base\M14_1555000\Y2026\Y2026_Scen1C\HWY_PM_AFTERTRIPASSIGN_Base.M14_1555000.Y2026.Y2026_Scen1C.NET


0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs PM Travel Speed (km/hr) Year 2026 Option 1C


2/06/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs PM Peak Total PCU Year 2026 Option 1C


2/06/2014


Legend:

Rail Line

Future Road Network

85

0

41

0

30

40

92

0

44

0

1360

2020

1260

1620

130

420

1330

1650

1000

11401270

1460

64

0

89

0

590

790

1040

1100

50

13

0

640

970750

740

125

0

620

17

20

75

0

640

2050

2490 940

830

1300

1860

66

70

8020

8020

8020

8020

8020

3630

3630

3630

3630

30

40

59

0

1520

1820

840720

720

840

109

0

90

10

310

550

31

0

56

0

360

360

7070

27

0

510

10

320

190

0

960

1700

30390

38

0

92

0

36

0

81

0

610

750

1150

800

22035

0

670

1140

800

1140

114

0

800

800

1140

22

0

35

0

22

0

35

0

39

0

62

0

560

530

61

0

86

0

360

360

190310

60

0

24

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19031

0

190

310

560

530

580

360

11

0

12

0

35

0

17

0

300

66

0

66

0

10

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12

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690

620

1330

1460

150

390

190

54033

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23

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80

130

200

490

45

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69

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620

1490 1490

11401540

1240

710

1630

114020

50

11

40

20

50

580

300

590

580

590

51

0

44

0

860

750

180180

19

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15

0

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60

37

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60

029

0

82

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36

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81

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39

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70

0

1370

990

770

490

920

1260

24

0

65

0

1260

1620

250

100

1420

1610

1720

10

20

1070

16

0

33

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1310

1610

370

1000

370

1120

60

400

40

250

390

570

630

1050

220

170110

120

90

40

3030

450

630

0

170

200

40

80

150

150

180

180120

50

50

12

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2020

170

140

160

120

100

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930

340

470

20

60

30

340

260260

1320

1650

690

420

46

0

70

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8080

80100

90

80

80

80

80

80

80

107

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830

130906

90870

380

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1370

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1304

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860

310

56

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53

0

230

310

120

130

10

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89

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30

40

110

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64

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60

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200

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36

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58

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10

70

640

1490

31

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23

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120

130 230

250

70

170

210

100

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440

410

540

600

28

0

40

0

80

13

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24

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51

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460

330

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540

760

130

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480

550

610

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660

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26

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33

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290

150

290150

500

660 380

460380

460

380

460

30

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75

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680

1210

300

750

330750

330

750

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940540

200

52013

70

51

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95

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510

10

80

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210

490

1020

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270

1010

1010

1010

19

0

22

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22

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45

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10

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260

400

290

170

490

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480

20

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1060

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380

380200

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10

300

840

210

840

21

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11

40

80

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240

500

560

510

340

470

190

310

50

12

0

11

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54

012

50

62

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111

0

540

170

1103901310

110

120

200

270

200

270

303

0

260


14M1555000 - Daily Volume Total PCU Year 2026 Option 1C


2/06/2014

M:\VITM\VITM2012_V120110 GAA NGC\Base\M14_1555000\Y2026\Y2026_Scen1C\HWY_Daily_AFTERTRIPASSIGN_Base.M14_1555000.Y2026.Y2026_Scen1C.net

Legend:

Rail Line

Future Road Network

Centroid Connector

52

00

31

80

0

57

00

21700

380

0

1320017100

86

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520

0

13100

10

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59007700

850

0

12

200

5900

101

00

34

800

39000

39000

3900

0

3900

0

3650

0

3650

0

3650

0

36500

36500

31

80

04

70

0

212007600

7600

300

30

0

4200

3500

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71

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1300

900

0

11600

5900

72

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62

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7100

7500

2300

7300

7500

750

0

7500

23

00

23

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46

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5300

63

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3500

2300

34

0023

00

2300

53004600

10

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27

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74

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11

50

0

510013100

360

0

290043

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1000

2700

74

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10300

1660019500

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17100

2400

35005

70

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38

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580

0

1400

13

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400

55

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54

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62

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56

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13000

6500

9700

43

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18100

190

0

1350

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21800

300

60

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27

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7400

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1900

110

0

4700

88001800

1100

600

300

5400

180

0

600

1500

1400400

40

0

600

1600

1000

750

0

3300

400

1200

600

600

19400

580

0

75

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900

1000

1000

105

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12007600

590

0

300

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710

0

5000

9600

2000

200

7001

20

0

60

0

5000

52

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4200

1100

10

400

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1400

1400

200

11

600

9500

42

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110

0

2400 1200

170

04300

6000

36

00

70

0

39

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4000

6000

960

0

3300

5500

490

0

30

00

2300

2300

32003200

3100

46

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7700

4600

5100

51006500

4100

9600

70

00

130

0

2700

20

0

1200

600

23

00

40

00

1000

100

3400

100

0

3000

100

36003200

32

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75

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3900

5000

33002300

40

0

73

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85

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730

0

1400

90001100

24002400

300

600




26/05/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




26/05/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




26/05/2014


Legend:

Rail Line

Future Road Network

38

0

80

0

62

10

39

0

88

0

2030

1020

1580

900

470

130

1380

1490

970

6901160

530

75

0

62

0

430

640

960

740

9030

780

410540

490

790

123

0

76

0

15

20

780

1320

1570

10100

1310

1470

35

00

3740

3740

3740

3740

3740

7380

7380

7380

7380

62

10

11

70

1340

1680

1500

1360

750

1420

660

401

0

10

40

960

370

64

0

22

0

580

450

4070

12

60

10

370

173

0

340

1460

790

10110

84

0

51

0

54

0

20

0

570

350

310

160

19012

0

60

140

170

320

320

170

170

320

19

0

12

0

19

0

12

0

57

0

26

0

750

620

96

0

65

0

580

450

350180

22

0

52

0

35018

0

350

180

750

620

550

650

10

0

13

0

10

0

36

0

127

0

10

10

40

0

11

30

58

0

1130

830

1550

1320

430

150

610

17028

0

27

0

130

40

550

190

46

0

80

0

1260

270 1110

13001190

1480

1540

650

1990

740

19

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74

0

50

1030

530

990

670

51

0

75

0

400

670

1150640

33

0

26

0

1330

890

68

0

37

050

0

45

0

1420

660

54

0

20

0

89

0

26

0

640

890

350

520

1110

940

65

0

14

0

1580

900

60

220

1810

1570

1260

20

0

8030

31

0

16

0

1290

570

610

260

1100

170

760

80

270

160

1060

270

1120

530

240

190200

90

30

70

1030

540

470 150

180

70

20

180

100

1150

64030

100

10

0

30

1010

50

120

40

110

800

260

650

440

1320

920

1330

890

70

20

1400

1460

270

680

46

0

80

0

8040

70

60

60

80

40

40

80

80

40

570

920

901201020480

790

330

890

550

690

430

100

820

480

1020

210

1220

960

6702

70

1200

8101

50

20

16

0

12

040

400

28

0

30

310

310

110

20

69

0

35

0

50

60

90

100

32

070

60

330

40

670

270

63

0

82

0

29

0

69

0

93

0

860

100

31

0

31

0

110

20 200

120

90 240

50

60210

340

340

460

330

28

0

22

0

15

0

20

47

0

24

0

200

430

330

460

116

0

500

340

170

260

450

110

230

48

0

18

0

90

280

902

80

230

110 0

00

0

0

0

000

0803

0

80

30

290

110180

810

102021

0

11

90

30

0

10

370

90

52

0

93

0

550

190

1010

30

80

130

23

0

16

0

50

0

15

0

10060

0

390

170

100

290

30

350

20

350

340

1330

1700

380

120

120380

0

0

1010

130

1040

60

10

40

32

0

17

0

510

120

580

650

650

440

350

180

10

0

30

71

0

11

20

79

0

12

30

710

112

0

100

1301030140

200

90

380

140

380

140

103

0




26/05/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




26/05/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




26/05/2014


Legend:

Rail Line

Future Road Network

10

10

44

0

31

10

10

70

47

0

1340

2070

1200

1640

160

450

1420

1530

880

1110830

1350

69

0

97

0

750

740

930

1080

40

11

0

700

1060610

590

143

0

920

17

20

82

0

700

1430

1530 850

360

860

1450

66

70

7970

7970

7970

7970

7970

3640

3640

3640

3640

31

10

53

0

1490

1860

708

0

920

1600

910

1590

204

0

40

20

490

900

32

0

60

0

490

590

100

70

27

0

540

10

320

194

0

1070

1760

30140

740

51

0

96

0

30

0

79

0

470

590

210

370

15025

0

150

90

380

210

210

380

380

210

15

0

25

0

15

0

25

0

44

0

71

0

760

910

83

0

10

60

490

590

250430

64

0

22

0

25043

0

250

430

760

910

730

690

13

0

15

0

35

0

17

0

300

60

0

87

0

95

0

10

00

910

1260

1450

1590

170

420

240

60032

0

22

0

70

160

250

550

64

0

59

0

770

1420 1410

13001530

1390

940

1560

115020

50

11

50

20

50

580

740

1300

830

890

87

0

66

0

770

710

10301420

37

0

31

0

1250

1700

40

0

62

052

0

63

0

910

1590

30

0

79

0

40

0

57

0

1260

940

820

610

1010

1260

18

0

61

0

1200

1640

230

80

1360

1570

1740

10

20

4090

15

0

27

0

870

1460

350

700

240

770

60

250

140

160

310

510

660

1060

200

170110

110

80

50

3030

460

650

0

170

190

40

60

150

160

1030

1420100

50

50

10

0

1020

130

70

110

50

400

810

620

810

1280

1690

1250

1700

30

80

1420

1530

690

420

64

0

59

0

7070

80100

90

70

70

70

70

70

70

990

660

150

140600900

400

800

720

610

210

490

460

850

350

1130

1350

1450

6308

40

1210

14104

0

15

0

11

0

33

0900

420

32

0

26

0

250

420

70

100

82

0

61

0

30

150

100

280

47

0

34

0

270

70

60

0

630

840

44

0

94

0

720

1540

42

0

25

0

70

100 170

380

90

410

210

110

0 0

470

500

510

560

25

0

36

0

40

18

0

24

0

50

0

430

310

560

510

810

123

0

430

390

590

270

260

180

21

0

61

0

290

150

290150

180

260 0

00

0

0

0

000

0509

0

50

90

170

310910

260

35011

30

42

0

98

0

540

10

62

0

260

550

1020

90

40

1010

1010

1010

22

0

28

0

24

0

50

0

80130

10

10

260

400

290

170

520

50

510

20

510

0

1940

1040

200

380

380200

0

10

230

900

160

910

16

0

21

0

38

0

230

480

770

760

620

810

250

430

50

10

0

13

10

84

014

30

92

0

131

0

840

150

100150710

110

110

200

260

200

260

303

0




5/29/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

59

00

32

00

0

64

00

20700

380

0

1120011300

87

00

510

0

11300

80

0

65005900

111

00

12

500

6500

550

0

34

800

38900

38900

3890

0

3890

0

3640

0

3640

0

3640

0

36400

36400

32

00

04

40

0

211001200

10900

11500

300

30

0

6500

4900

900

69

00

1300

890

0

13500

6500

79

00

51

00

5200

2500

1500

1300

2500

250

0

2500

15

00

15

00

52

00

8600

98

00

4900

3000

34

0030

00

3000

86007300

14

00

27

00

64

00

93

00

970015400

370

0

300041

00

1000

2800

62

00

9600

1840020100

15600

17300

2400

87008

60

0

79

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500

0

13800

36

00

16600

54

00

59

00

11500

51

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49

00

11800

6800

11500

41

00

17100

170

0

1320

0

21900

300

70

0

23

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12400

5400

5100

1600

170

0

4000

92001900

1100

700

300

5500

180

0

500

1600

13800600

60

0

300

1000

700

600

0

7900

16800

16600

500

16800

590

0

63

00

80

0

800

800

800

800

770

015007400

600

0

7300

350

0

8000

7000

16600 156001

00

0

17

00

5100

17

00

4300

600

66

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600

1500

2800

9200

10

500

43

00

600

2100 1900

170

04500

5500

33

00

70

0

37

00

3600

5500

990

0

2600

3600

240

0

34

00

2300

2300

800

8002600

5400

7000

68

00

130

0

2900

20

0

700

26

00

40

00

1100

100

3500

110

0

3100

100

36003200

32

00

25

00

3700

8300

79003000

60

0

10

10

011

10

0

101

00

1300

46001100

25002500

300




5/26/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/26/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




5/26/2014


Legend:

Rail Line

Future Road Network

38

0

82

0

62

30

40

0

89

0

2030

1020

1560

910

490

130

1360

1500

970

7101160

540

75

0

60

0

400

620

950

760

9030

780

410540

500

790

122

0

76

0

15

20

780

1310

1580

10100

1300

1480

35

00

3740

3740

3740

3740

3740

7390

7390

7390

7390

62

30

11

60

1350

1690

1400

1360

730

1400

640

601

0

10

60

870

370

61

0

20

0

510

450

4070

12

40

10

370

171

0

340

1450

790

10110

84

0

52

0

52

0

20

0

560

370

010

50

90

60

90

5090

5090

55

0

26

0

740

610

84

0

62

0

510

450

360170

23

0

54

0

36017

0

360

170

740

610

540

640

10

0

13

0

10

0

36

0

126

0

10

30

41

0

11

50

60

0

1130

810

1560

1310

440

150

620

17028

0

26

0

130

40

570

190

47

0

80

0

1320

310 1140

13401170

1480

1560

660

2020

730

20

20

73

0

50

1010

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960

640

46

0

79

0

380

650

1130730

35

0

26

0

1320

1010

70

0

38

052

0

45

0

1400

640

52

0

20

0

90

0

27

0

640

910

330

520

1120

950

62

0

14

0

1560

910

60

220

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1560

1280

20

0

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31

0

16

0

1290

570

630

260

1100

170

750

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270

170

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270

1130

530

240

190200

90

30

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460

0

150

180

70

20

180

110

1130

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100

10

0

30

1010

40

110

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100

510

120

730

400

1310

1040

1320

1010

70

20

1380

1470

270

680

47

0

80

0

8040

70

60

60

80

40

40

80

80

40

570

910

901201000470

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320

570

820

430

110

880

580

1150

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20

16

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28

0

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310

320

110

20

70

0

36

0

50

60

100

100

31

090

60

340

40

660

270

63

0

76

0

25

0

69

0

93

0

860

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32

0

31

0

110

20 210

120

250

50

60210

320

340

460

330

28

0

22

0

13

0

20

47

0

24

0

200

430

330

460

117

0

510

370

190

290

500

170

250

48

0

19

0

90

280

902

80

250

170 30

6030

60

30

60

17

080

190

140

17080

220110

220

110

420

180170

800

115028

0

11

70

30

0

10

370

90

52

0

92

0

560

200

1010

30

80

130

19

0

13

0

50

0

15

0

11060

0

390

170

100

290

30

350

20

340

330

1330

1680

380

120

120380

0

0

990

130

1030

60

10

30

510

120

640

610

730

400

360

170

10

0

30

71

0

11

20

79

0

12

20

710

112

0

110

1301030140

200

90

390

140

390

140

103

0




5/26/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/26/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




5/26/2014


Legend:

Rail Line

Future Road Network

10

60

45

0

31

10

11

30

48

0

1340

2040

1190

1620

170

440

1420

1500

880

1100840

1340

67

0

94

0

750

720

930

1070

40

11

0

690

1040610

580

141

0

910

17

10

82

0

690

1430

1500 850

330

870

1450

67

30

8010

8010

8010

8010

8010

3640

3640

3640

3640

31

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53

0

1490

1850

405

0

880

1580

870

1580

204

0

40

20

480

890

32

0

59

0

480

590

100

70

27

0

520

10

320

194

0

1070

1750

30140

720

50

0

98

0

31

0

81

0

460

580

101

0

100

80

110

90

10

0

80

10

0

80

43

0

72

0

680

900

83

0

10

10

480

590

250430

70

0

23

0

25043

0

250

430

680

900

660

670

13

0

15

0

35

0

17

0

300

61

0

88

0

97

0

10

20

900

1260

1450

1590

190

410

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58033

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150

260

530

67

0

59

0

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1420 1490

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960

1610

115020

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20

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600

680

1270

800

820

75

0

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0

770

690

10901400

36

0

32

0

1340

1680

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0

64

053

0

64

0

870

1580

31

0

81

0

42

0

57

0

1270

960

820

610

1010

1250

18

0

62

0

1190

1620

230

80

1370

1580

1740

10

20

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15

0

27

0

880

1450

350

710

240

750

60

220

150

170

310

470

650

1060

200

170110

110

80

50

3030

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640

0

170

190

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60

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160

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1400100

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50

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0

1010

120

60

110

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220

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540

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1370

1680

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1680

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80

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420

67

0

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90

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70

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70

70

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980

630

150

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810

810

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240

520

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33

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61

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620

810

40

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94

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0

24

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7090 170

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110

0

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500

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24

0

37

0

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18

0

24

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450

310

570

500

820

125

0

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410

640

310

300

270

22

0

58

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290

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290150

270

300 100

60100

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100

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180

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130250

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460870

260

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99

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520

10

99

0

59

0

270

540

1020

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1010

1010

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21

0

26

0

25

0

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0

80130

10

10

260

400

290

170

500

50

490

20

490

0

1960

1040

200

380

380200

0

10

210

900

140

910

14

0

220

470

690

740

540

790

250

430

50

10

0

12

90

84

014

10

91

0

129

0

840

150

100150690

110

110

200

260

200

260

303

0




5/29/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

61

00

32

00

0

66

00

20600

380

0

1110011300

84

00

490

0

11200

80

0

64005900

110

00

12

500

6400

550

0

34

900

39000

39000

3900

0

3900

0

3640

0

3640

0

3640

0

36400

36400

32

00

04

40

0

212001100

10600

11200

300

30

0

6400

4800

900

70

00

1300

900

0

13400

6400

79

00

51

00

5200

100

900

900

90

090

0

51

00

8300

93

00

4800

2900

36

0029

00

2900

83007000

14

00

28

00

65

00

96

00

950015300

370

0

300041

00

1000

2800

64

00

10000

1870020100

15700

17300

2400

82008

20

0

70

00

490

0

13700

37

00

16700

55

00

60

00

11200

51

00

51

00

12000

6800

11400

41

00

17100

170

0

1320

0

22000

300

70

0

23

00

12300

5400

5000

1500

170

0

3900

91001900

1200

700

300

5500

180

0

500

1600

13700600

60

0

300

1000

600

370

0

7500

16800

16700

500

16700

580

0

64

00

80

0

800

800

800

800

760

015007400

600

0

7700

380

0

8600

8200

16700 157001

00

0

18

00

5200

17

00

4300

600

66

00

600

1500

3100

9000

10

100

43

00

600

2100 1900

170

04400

5500

33

00

70

0

37

00

3600

5500

990

0

2800

4000

280

0

34

00

2300

2300

600

600600

16

00

2100

1600

2300

23004000

5100

8200

68

00

130

0

2900

20

0

700

25

00

41

00

1100

100

3400

110

0

3100

100

36003200

32

00

3700

7900

75002900

60

0

10

00

011

00

0

100

00

1300

45001200

25002500

300




28/05/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




28/05/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




28/05/2014


Legend:

Rail Line

Future Road Network

43

0

88

0

62

70

45

0

95

0

2020

1020

1560

910

470

130

1360

1490

990

7001150

530

73

0

60

0

410

610

970

750

9030

780

410540

500

800

122

0

77

0

15

20

780

1310

1580

10100

1300

1480

35

00

3750

3750

3750

3750

3750

7430

7430

7430

7430

62

70

11

60

1350

1670

1400

1350

730

1400

640

401

0

10

40

880

380

61

0

20

0

520

470

4070

12

50

10

360

170

0

330

1450

790

10110

84

0

53

0

53

0

21

0

560

360

010

50

140

50

130

50

14

0

50

14

0

56

0

26

0

730

610

86

0

64

0

520

470

420200

25

0

53

0

42020

0

420

200

730

610

540

650

10

0

13

0

10

0

36

0

126

0

10

20

41

0

11

70

59

0

1130

820

1590

1310

430

150

600

17028

0

26

0

120

40

550

190

46

0

79

0

1310

260 1110

13101140

1480

1550

640

2030

740

20

30

74

0

50

1010

500

960

640

45

0

79

0

380

630

1130720

32

0

26

0

1310

980

68

0

37

050

0

45

0

1400

640

53

0

21

0

92

0

26

0

630

910

330

520

1120

940

62

0

14

0

1560

910

60

220

1730

1510

1270

20

0

8030

31

0

16

0

1280

570

610

260

1100

170

760

80

270

160

1060

270

1120

530

240

200200

100

30

70

1040

530

460

0

150

180

70

20

180

110

1130

72030

100

10

0

30

1010

40

120

40

110

500

120

760

400

1310

1000

1310

980

70

20

1380

1470

270

680

47

0

80

0

8040

70

60

60

80

40

40

80

80

40

570

930

801201030470

790

320

980

540

780

430

100

820

530

1060

210

1220

1050

6702

70

1190

9001

50

20

15

0

12

040

430

27

0

30

310

320

110

20

70

0

35

0

40

60

90

100

31

080

60

340

30

670

270

63

0

78

0

29

0

69

0

93

0

860

90

32

0

31

0

110

20 190

120

90 240

50

60210

310

340

460

330

28

0

22

0

12

0

20

47

0

24

0

200

420

330

460

115

0

510

330

180

270

490

110

230

53

0

18

0

90

280

902

80

230

110 0

00

0

0

0

000

0803

0

80

30

290

110180

850

106021

0

12

10

30

0

10

360

90

52

0

93

0

540

190

1010

30

80

130

19

0

13

0

50

0

15

0

10060

0

390

170

100

290

30

340

20

330

330

1260

1630

380

120

120380

0

0

1020

130

1060

60

10

60

500

120

670

610

760

400

420

200

10

0

30

72

0

11

20

80

0

12

20

720

112

0

110

1301030140

200

100

380

150

380

150

104

0




28/05/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




28/05/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




28/05/2014


Legend:

Rail Line

Future Road Network

11

20

51

0

31

00

11

80

53

0

1340

2060

1200

1630

170

460

1420

1520

880

1100840

1350

67

0

91

0

770

720

930

1070

40

11

0

680

1060590

580

140

0

930

17

00

84

0

680

1440

1520 870

360

870

1450

67

30

8030

8030

8030

8030

8030

3640

3640

3640

3640

31

00

53

0

1490

1840

506

0

890

1590

870

1590

204

0

40

20

500

900

32

0

59

0

500

600

100

70

27

0

530

10

320

194

0

1060

1750

30140

730

48

0

97

0

31

0

82

0

460

580

101

0

140

70

130

70

14

0

70

14

0

70

44

0

73

0

680

890

85

0

10

40

500

600

280500

69

0

25

0

28050

0

280

500

680

890

660

670

13

0

15

0

35

0

17

0

300

60

0

88

0

95

0

10

10

900

1270

1440

1590

180

420

240

60034

0

22

0

70

150

250

550

65

0

59

0

810

1430 1420

12601530

1370

940

1560

117020

90

11

70

20

90

610

690

1280

800

810

74

0

53

0

790

690

10901410

36

0

31

0

1320

1690

40

0

63

052

0

62

0

870

1590

31

0

82

0

39

0

55

0

1280

960

820

590

1000

1270

18

0

60

0

1200

1630

220

80

1370

1570

1720

10

20

4090

15

0

27

0

880

1460

350

700

240

750

60

240

150

170

310

490

650

1060

200

170110

110

80

50

3030

460

640

0

170

190

40

60

150

160

1090

1410100

50

50

10

0

1020

120

60

110

50

220

470

540

820

1350

1690

1320

1690

30

80

1420

1520

690

420

65

0

60

0

7080

80

90

90

70

80

80

70

70

80

990

640

150

130610890

400

800

800

610

200

490

510

850

350

1160

1420

1440

6208

30

1270

14004

0

15

0

12

0

34

0930

460

35

0

25

0

240

390

80

100

81

0

60

0

30

160

100

290

49

0

33

0

260

50

58

0

620

830

42

0

91

0

700

1570

39

0

24

0

80

100 170

390

90

420

210

110

0 0

470

480

510

560

26

0

37

0

40

17

0

25

0

51

0

440

310

560

510

820

123

0

430

380

620

270

260

180

21

0

64

0

290

150

290150

180

260 0

00

0

0

0

000

0501

00

50

100

170

310940

270

35011

60

42

0

97

0

530

10

99

0

61

0

250

560

1020

90

40

1010

1010

1010

21

0

27

0

25

0

50

0

80120

10

10

260

400

290

170

510

50

500

20

500

0

1940

1040

200

380

380200

0

10

220

890

150

900

15

0

220

470

700

770

540

820

280

500

50

10

0

12

80

85

014

00

93

0

128

0

850

150

100150700

110

110

200

260

200

260

303

0




5/29/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

66

00

32

10

0

71

00

20600

380

0

1110011300

83

00

500

0

11200

80

0

64005900

112

00

12

600

6400

560

0

35

000

39100

39100

3910

0

3910

0

3650

0

3650

0

3650

0

36500

36500

32

10

04

40

0

211001100

10700

11200

300

30

0

6500

4900

900

69

00

1300

890

0

13400

6400

78

00

52

00

5200

100

1100

1000

11

00

11

00

52

00

8300

95

00

4900

3300

38

0033

00

3300

83007000

14

00

27

00

64

00

95

00

950015300

370

0

300041

00

1000

2800

63

00

10100

1810020000

15700

17600

2500

83008

10

0

69

00

500

0

13700

36

00

16600

54

00

59

00

11200

52

00

49

00

11900

6700

11500

41

00

17100

170

0

1310

0

21800

300

70

0

23

00

12400

5300

5000

1600

170

0

4000

91001900

1200

700

300

5500

180

0

500

1600

13700600

60

0

300

1000

600

370

0

7600

16700

16600

500

16700

590

0

63

00

80

0

800

800

800

800

760

014007400

600

0

7500

340

0

8000

7100

16500 156001

00

0

18

00

5500

17

00

4300

600

66

00

600

1500

2700

9100

10

100

43

00

600

2100 1900

170

04400

5500

33

00

70

0

37

00

3600

5500

990

0

2600

3700

240

0

35

00

2300

2300

800

8002600

5500

7100

68

00

130

0

2800

20

0

700

25

00

41

00

1000

100

3500

110

0

3100

100

36003200

32

00

3700

8100

76003300

60

0

10

10

011

20

0

101

00

1300

45001200

25002500

300

Appendix D

14M1555000 11/11/14


Ap

pe

nd

ix D

Appendix D

Ultimate (2046) Select Link Analysis for Modelled

Scenarios




5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs AM Peak Total PCU Year 2046 1A


5/6/2014


Legend:

Rail Line

Future Road Network

62

0

62

0

75

00

66

0

88

0

3170

1730

2590

1490

810

470

2390

1490

2390

1490

1450

10802530

750

18

40

10

60

430

107

0

1380

1170

21

0

60

560

700

590

860

22

0

37

0

23

0

51

0

600

30

24

20

3420

3420

3420

3420

3420

9250

9250

9250

9250

72

80

19

70

2640

3450

509

0

90

50

16060

60

16

0

610

420

210

160

270

300

34

0

21

0

780

780

2890770

2240

71

0

20

60

940

120

2030

2100

1400

1400

1400

1400

140022402020

220

2020

2020

20

20

70

70

70

70

70 70

220

220

220

220

220

220

450

150

28902250

630

22502250

3480

3480

3480

34803480

3480

3480

110

3360

4750

4750

4750

4750

4750

47

50

330

4370

4370

4370

4370

4370

4370

2870

1500

2870

3070

3070

3070

3070

3070

3070

3070

2240830

2240

2240

30203020

30203020

39

604

10

10

1540

40

20

50

15

50

11

90

15

10

93

0

640

650

550

630

55010

70

300

740

610

570

57

0

61

0

610

570

95

0

15

20

18

90

18

70

470

120

98

0

11

30

12

30

10

10

270

300

820510

18

0

90

58015

40

1830

1490

470

120

90

190

160

130

17

0

59

0

740

39

0

30

0

33

0

20

0

290

470

420

560

75

0

47

0

350

140610

280

280

100

150

190

27

0

58

0

1910

110 3050

30102930

4150

910

370

800

470

80

0

47

0

60

11

70

11

60

99

0

10

40

210

160

180

2003

30

118

0

32801680

382

0186

0

400

490

390

500

180

200

15

10

93

0

410

580

1380

200

780

1220

11

30

14

0

250

1270

130

290

330

490

63

0

17

0

2590

1490

110

370

2320

3550

4020

0

0

190

60

740

360

3090

1050

680

240

320

150

40

30

39

0

11

0 520

540

1540

790

260

320

260

320

160

240

790

500

12

30

10

10

18

0

17

0

60

20

160

140

3280

1680 170

60

70

180

0

0

10

90

68

0

990

104

0

2530

1400

64

0

10

00

3820

1860

3820

1860

300

90

2510

1500

34

0

14

0

31

0

60

0

26

0

16

0

16080

260160

160260

260

160

330

690

110

260520360

340

200

2090

1530

117

0

210

2170

1900

1020

360

3330

2230

750

3530

18407

60

18

0

46

0

13

010

830

25

0

31

0

160

240

220

20

71

0

49

0

620

30

910

20

20

0

56

0

250

50

90

0

680

750

13

40

11

20

39

0

1790

740

24

0

16

0

220

20 540

4020

470

10

30

80

60180

590

350

670

370

220

54

0

74

0

14

0

24

0

34

0

20

0

220

370

220

370

107

0

530

160

130

430

180

210

450

16

0

17

0

30

20

30

20

450

210 160

100160

100

110

120

24

0

23

0

290

290

450

150

450140

450

140

600

200230

480

102036

0

59

0

33

0

20

60

30

0

71

0

140

190

2020

60

190

28

0

56

0

65

0

93

0

38

0

270

150

30

130

50

130

50

70

150

60

30

30

10

0

0

2890

2280

30

50

503

0

40

20

50

110

100

60

10

0

57

0

61

0

760

300

2160

1670

2530

1400

180

190

220

370

18

0

19

0

100

240

210

160

30

46030

370

4030

80

30

80

2060

20

60

12

0

11

0




5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs PM Peak Total PCU Year 2046 1A


5/6/2014


Legend:

Rail Line

Future Road Network

12

00

62

0

24

90

14

40

70

0

2110

2500

1730

1830

560

840

1270

1510

1270

1510

910

950460

1010

10

60

12

50

1050

730

1020

950

60

17

0

860

420790

520

48

0

19

0

40

0

29

0

670

990

740

320

810

75

40

10140

10140

1014

0

1014

039

90

3990

3990

3990

23

30

16

60

4440

3490

405

0

50

40

100

180

18

0

10

0

50

0

47

0

150

200

360

350

33

0

29

0

900

900

30701040

1570

35

0

60

20

440

410

2000

2180

1260

1260

1260

1260

126015701410

160

1410

1410

14

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170

170

170

170

170 170

160

160

160

160

160

160

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680

30702310

770

23102310

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3440

3440

34403440

3440

3440

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3190

5120

5120

5120

5120

5120

51

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4960

4960

4960

4960

4960

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2870

2870

2870

2870

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2870

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650

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63

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44

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290

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27

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138

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125

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170

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3380

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66

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165

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12

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68

0

12

0

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600

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12

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0

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360

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80

15

50

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2830

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0

17

0

100

330 180

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54

0

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190

100

460

280

800

520

350

360

75

0

62

0

28

0

21

0

22

0

36

0

360

350

360

350

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123

0

170

170

290

460

490

330

22

0

20

0

30

30

30

30

330

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180150

180

160

140

29

0

35

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410

260

530

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520

340

690520

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53

0

55

0

60

20

40

0

240

160

3050

160

70

12

0

10

120

10

900660

440

800

200

280

30

100

130

100

130

170

100

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20

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0

0

2100

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120

80

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110

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66

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550

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3070

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37

0

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200

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1230

260

50

260

50

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12

0

14

0

50

50




5/6/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

79

00

27

80

0

97

00

24600

740

0

102008200

13

10

09

50

0

10800

12

00

70006700

39

00

35

00

7000

860

0

28

800

40700

40700

4070

0

4070

0

3900

0

3900

0

3900

0

39000

39000

26

60

01

24

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43900400

400

1500

15

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1500

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32

00

4400

4400

223005000

16800

35

00

500

520

0

17200

17900

7400

7400

7400

7400

740016800

1100

15700

15

70

0

800

800

800

800

800 800

1100

1100

1100

110

0

1100

1100

4400

2230018400

3900

18400 1840025400

25400

25400

2540025400

25400

25400

24400

35000

35000

3500035000

35000

32900

3290

0

32900

32900

32900

11600

22600

22600

22600

22600

22600

22600

171005400

17100

17100

2180021800

2180021800

6800

30

20

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400

16400

16

400

13

90

0

5900

7400

1030

0

6100

7300

73

00

7300

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0

4100

15

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18

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23700

4100 2400

120

0

47

00

45

00

45

00

5100

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70

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3000500

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8200

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9000

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0

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44200 200

300

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146

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34700

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50800

50800

2600

700

700

17200

29

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030005400

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48000 483006

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43

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77

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7300

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78

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28

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29

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107

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24

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33

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4100

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4200

42005600

4900

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54

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2100

50

0

1200

84

00

67

00

2600

400

1000

100

0

1400

600

300

600

600

500

11001000

10

00

73

00

8100

31000

34700

310

03

90

0

31

00

3400

1500

9300900

900

40

0

400

13

00

700




5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




5/6/2014


Legend:

Rail Line

Future Road Network

70

0

59

0

74

70

73

0

85

0

3350

1850

2750

1610

790

430

2750

1650

2750

1650

1680

11602800

780

19

10

10

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104

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1610

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0

60

570

730

600

880

22

0

38

0

23

0

51

0

570

30

24

90

3250

3250

3250

3250

3250

9280

9280

9280

9280

72

50

20

30

2180

3510

22070

2360

1030

2550

1070

16050

50

16

0

740

450

650

350

540

400

35

0

22

0

830

830

2960820

2280

70

0

20

60

940

120

2060

2130

1370

1370

1370

1370

137022802070

210

2070

2070

20

70

70

70

70

70

70 70

210

210

210

210

210

210

580

170

29602270

690

22702270

3560

3560

3560

35603560

3560

3560

130

3440

4600

4600

4600

4600

4600

46

00

320

4070

4070

4070

4070

4070

4070

2970

1110

2970

3190

3190

3190

3190

3190

3190

3190

2260930

2260

2260

31003100

31003100

37

004

20

10

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40

20

50

15

50

11

10

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70

67

0

660

660

730

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74013

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460

890

830

750

75

0

83

0

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750

10

50

17

00

19

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120

79

0

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1280

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120

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160

120

17

0

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0

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41

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53

0

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12

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740

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72

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130640

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310

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200

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59

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4060

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310

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84

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0

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650

350

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116

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700

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610

2550

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70

67

0

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610

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220

840

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49

0

43

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260

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560

67

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2420

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340

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1060

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300

330

160

80

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33

0

17

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1530

780

260

320

260

320

170

250

800

500

11

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71

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19

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17

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160

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340

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60

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190

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12

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164

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820

1220

780

34

0

33

0

290

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1680

33

0

14

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49

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60

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23

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13

0

16070

230130

130230

230

130

850

150

0150

260560380

370

260

170

100

360

1040

147

0

200

980

2200

1040

320

420

870

3007

0

290

1407

40

14

0

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070

990

42

0

56

0

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530

60

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10

10

11

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80

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360

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19

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62

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10

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27

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50

70

13

80

12

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72

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260

53

0

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6040 160

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340

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42

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64

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11

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37

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26

0

220

340

220

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109

0

490

190

150

470

210

230

490

18

0

18

0

30

20

30

20

490

230 230

170230

170

180

180

33

0

31

0

450

430

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210

520160

520

160

660

200190

460

104032

0

63

0

34

0

20

60

80

0

140

190

3020

70

200

24

0

47

0

47

0

10

00

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0

260

110

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140

70

140

70

70

150

60

30

30

10

0

0

3080

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30

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0

40

20

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110

90

60

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75

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83

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750

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1080

1230

1220

780

180

190

220

380

18

0

19

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110

260

650

350

30

42030

340

5030

80

30

80

2060

20

60

13

0

12

0




5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




5/6/2014


Legend:

Rail Line

Future Road Network

12

00

60

0

25

10

14

40

68

0

2070

2650

1640

2000

550

770

1370

1790

1370

1790

1060

1240410

1150

11

80

14

10

1010

680

1170

1230

60

18

0

870

430800

520

49

0

20

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41

0

28

0

650

920

720

280

880

75

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10000

10000

1000

0

1000

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3930

3930

3930

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10

15

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4270

3360

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2220

3180

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3370

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17

0

80

50

0

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650

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730

32

0

31

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1020

1020

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1530

34

0

60

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430

420

2030

2240

1250

1250

1250

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1430

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210

210

210

210

210 210

100

100

100

100

100

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840

32502380

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23802380

4070

4070

4070

40704070

4070

4070

310

3760

4620

4620

4620

4620

4620

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20

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4770

4770

4770

4770

4770

4770

2770

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1770

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26302630

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86

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69

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82

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12

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600

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64

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56

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59

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148

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500

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37

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67

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73

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60

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121

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230

220

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610

370

41

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30

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610 240

340240

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240

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39

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81

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560

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300960

300

960

370

1100330

300

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59

0

55

0

60

20

240

160

4050

200

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13

0

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130

10

810630

460

860

180

250

30

100

130

100

130

170

100

40

70

20

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0

0

2080

2660

60

50

506

0

30

60

130

90

80

110

80

11

70

86

0

530

1000

1670

970

1560

1450

1670

1110

37

0

25

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0

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0

25

0

380

200

390

650

52013

10 530

1250

260

50

260

50

5030

50

30

13

0

14

0

60

60




5/6/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

76

00

27

70

0

94

00

26000

700

0

129008600

15

00

09

10

0

13500

12

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71006700

40

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35

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6500

820

0

28

900

40100

40100

4010

0

4010

0

3890

0

3890

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3890

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38900

38900

26

70

01

22

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430002400

32400

34600

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14

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5700

7200

32

00

4900

4900

230005300

17000

36

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500

530

0

17300

18100

7400

7400

7400

7400

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16000

16

00

0

800

800

800

800

800 800

900

900

900

900

900

900

5900

2300018700

4400

18700 1870027000

27000

27000

2700027000

27000

27000

25700

32900

32900

3290032900

32900

30800

3080

0

30800

30800

30800

8700

23600

23600

23600

23600

23600

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174006200

17400

17400

2230022300

2230022300

6600

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15500

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60

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5900

10200

1390

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8800

10000

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10000

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4000

74

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7200

8200

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200

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00

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1700

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300

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199

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700

19400

29

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53

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196

00

32005800

350

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10500

146

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10000

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54

00

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98

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170

0

6600

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64

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0

28

00

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400

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51

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6800

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5600

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57

00

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0

2100

50

0

1500

78

00

72

00

2400

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1100

110

0

1400

600

300

600

600

500

12001000

10

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7900

15700

17700

310

04

00

0

31

00

3500

5700

8600900

900

40

0

400

13

00

700




5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




5/6/2014


Legend:

Rail Line

Future Road Network

74

0

58

0

74

40

77

0

84

0

3510

1940

2930

1690

800

470

3310

2030

3310

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1110

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96

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0

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9320

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72

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21

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2110

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420

260

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310

350

33

0

18

0

840

840

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69

0

20

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1970

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1420

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190

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19

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110

270

260

200

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13

0

12

0




5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




5/6/2014


Legend:

Rail Line

Future Road Network

11

90

60

0

25

30

14

30

68

0

2340

2880

1960

2250

590

840

1900

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1900

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1790840

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71

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135

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18

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260

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24502450

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3960

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78

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119

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800 290

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13

0

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0

60

60




5/6/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

78

00

27

80

0

95

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28700

760

0

1540016900

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0

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5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




5/6/2014


Legend:

Rail Line

Future Road Network

62

0

63

0

74

70

66

0

89

0

3140

1700

2530

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430

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0

11

0

21

0

36

0

26

0

200

310

200

310

108

0

540

150

120

440

180

230

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20

0

19

0

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30

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0

63

0

34

0

20

60

39

0

140

190

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190

18

0

55

0

61

0

92

0

38

0

260

140

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130

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130

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70

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60

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0

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2870

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0

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20

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110

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0

65

0

770

310

2220

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18

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19

0

100

240

330

210

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35030

290

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80

30

80

2060

20

60

12

0

11

0




5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




5/6/2014


Legend:

Rail Line

Future Road Network

12

80

62

0

24

70

15

30

71

0

2000

2260

1600

1550

490

790

1190

1200

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880320

670

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75

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4000

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48

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34

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0

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160

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160

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3380

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5040

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0

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5/6/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

81

00

27

60

0

10

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0

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690

0

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67

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110

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03

90

0

31

00

3400

3000

8200900

900

40

0

400

13

00

600




5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




5/6/2014


Legend:

Rail Line

Future Road Network

65

0

64

0

76

00

69

0

90

0

3220

1720

2600

1470

800

430

2350

1440

2350

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17

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107

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700

570

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21

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36

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22

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0

600

30

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3450

3450

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9370

9370

9370

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1120

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16060

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16

0

610

410

330

210

370

320

35

0

22

0

770

770

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71

0

20

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120

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1390

1390

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65

0

14

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97

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19

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110

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210

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13

0

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0




5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




5/6/2014


Legend:

Rail Line

Future Road Network

12

60

65

0

24

80

15

20

74

0

1980

2310

1580

1590

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800

1220

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5/6/2014


Legend:

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Future Road Network

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900

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5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




5/6/2014


Legend:

Rail Line

Future Road Network

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5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




5/6/2014


Legend:

Rail Line

Future Road Network

11

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65

0

25

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14

30

74

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2010

2330

1600

1610

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800

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12

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50

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5/6/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

83

00

27

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0

10

10

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23900

700

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14M1555000 - 2 Hrs AM Degree of Saturation (DOS) Year 2046 Option 3A (No OMR)


5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs AM Travel Speed (km/hr) Year 2046 Option 3A (No OMR)


5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs AM Peak Total PCU Year 2046 Option 3A (No OMR)


5/6/2014


Legend:

Rail Line

Future Road Network

92

0

12

20

93

90

96

0

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80

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3100

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14M1555000 - 2 Hrs PM Degree of Saturation (DOS) Year 2046 Option 3A (No OMR)


7/05/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs PM Travel Speed (km/hr) Year 2046 Option 3A (No OMR)


7/05/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs PM Peak Total PCU Year 2046 Option 3A (No OMR)


7/05/2014


Legend:

Rail Line

Future Road Network

13

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14M1555000 - Daily Volume Total PCU Year 2046 Option 3A (No OMR)


5/6/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

11

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216

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14M1555000 - 2 Hrs AM Degree of Saturation (DOS) Year 2046 Option 3B (No OMR)


5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs AM Travel Speed (km/hr) Year 2046 Option 3B (No OMR)


5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs AM Peak Total PCU Year 2046 Optoin 3B (No OMR)


5/6/2014


Legend:

Rail Line

Future Road Network

10

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14M1555000 - 2 Hrs PM Degree of Saturation (DOS) Year 2046 Option 3B (No OMR)


5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs PM Travel Speed (km/hr) Year 2046 Option 3B (No OMR)


5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs PM Peak Total PCU Year 2046 Optoin 3B (No OMR)


5/6/2014


Legend:

Rail Line

Future Road Network

13

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4030

40

30

19

0

18

0

60

60


14M1555000 - Daily Volume Total PCU Year 2046 Option 3B (No OMR)


5/6/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

11

400

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0

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188

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195

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0

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14M1555000 - 2 Hrs AM Degree of Saturation (DOS) Year 2046 Option 3C (No OMR)


5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs AM Travel Speed (km/hr) Year 2046 Option 3C (No OMR)


5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs AM Peak Total PCU Year 2046 Option 3C (No OMR)


5/6/2014


Legend:

Rail Line

Future Road Network

10

30

12

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93

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14

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4100

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14

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210

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19

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0


14M1555000 - 2 Hrs PM Degree of Saturation (DOS) Year 2046 Option 3C (No OMR)


5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs PM Travel Speed (km/hr) Year 2046 Option 3C (No OMR)


5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs PM Peak Total PCU Year 2046 Option 3C (No OMR)


5/6/2014


Legend:

Rail Line

Future Road Network

13

80

11

40

52

90

16

10

12

10

2310

3310

2010

2680

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840

2190

3180

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5/6/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

11

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48

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13

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2/06/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




2/06/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




2/06/2014


Legend:

Rail Line

Future Road Network

93

0

12

20

94

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14

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0




2/06/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




2/06/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line




2/06/2014


Legend:

Rail Line

Future Road Network

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2/06/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

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300

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219

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0

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14M1555000 - 2 Hrs AM Degree of Saturation (DOS) Year 2046 Option 4B (No OMR)


5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs AM Travel Speed (km/hr) Year 2046 Option 4B (No OMR)


5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs AM Peak Total PCU Year 2046 Option 4B (No OMR)


5/6/2014


Legend:

Rail Line

Future Road Network

12

70

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50

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14M1555000 - 2 Hrs PM Degree of Saturation (DOS) Year 2046 Option 4B (No OMR)


5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line


14M1555000 - 2 Hrs PM Travel Speed (km/hr) Year 2046 Option 4B (No OMR)


5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs PM Peak Total PCU Year 2046 Option 4B (No OMR)


5/6/2014


Legend:

Rail Line

Future Road Network

17

40

13

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52

50

19

80

14

00

2140

2770

1800

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430

830

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5/6/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

14

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14M1555000 - 2 Hrs AM Degree of Saturation (DOS) Year 2046 Option 4C (No OMR)


5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs AM Peak Total PCU Year 2046 Option 4C (No OMR)


5/6/2014


Legend:

Rail Line

Future Road Network

14

50

17

00

94

30

14

80

19

60

3520

1700

2870

1510

850

390

2480

1550

2480

1550

1680

12002610

820

18

00

11

30

440

107

0

1620

1280

20

0

60

410

350

650

710

15

90

18

70

18

20

22

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410

30

51

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6410

6410

6410

6410

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1141

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11410

11410

94

30

19

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2730

3490

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1140

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16070

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400

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29

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116

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60

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90

14

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540

206

0

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19

80

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18

10

14

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440

960790

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1380

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980

830

170

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17

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0

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62

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55

0

21

0

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580

770

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79

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130800

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270

110

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290

340

190

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260

320

260

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510

18

10

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110

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0

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1940

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2160

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3320

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21

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24

0

32

0

180

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40

20

52

0

52

0

520

20

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10

22

0

45

0

270

110

66

0

820

610

12

80

98

0

60

0

1780

570

25

0

18

0

4020 260

3010

220

10

20

50

60180

430

320

530

390

240

50

0

58

0

11

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17

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0

31

0

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107

0

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170

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200

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22

0

19

0

30

20

30

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500

230 150

70150

70

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4050

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420140

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210250

530

104039

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79

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39

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0

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1990

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156

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15

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400

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30

40030

330

6030

100

30

100

2050

20

50

18

0

15

0


14M1555000 - 2 Hrs PM Degree of Saturation (DOS) Year 2046 Option 4C (No OMR)


5/6/2014



0.00 - 0.35

0.35 - 0.50

0.50 - 0.75

0.75 - 0.90

0.90 - 1.00

>1

Rail Line




5/6/2014



0 - 20

20 - 40

40 - 60

60 - 80

>80

Rail Line


14M1555000 - 2 Hrs PM Peak Total PCU Year 2046 Option 4C (No OMR)


5/6/2014


Legend:

Rail Line

Future Road Network

19

00

14

10

53

50

21

40

15

00

2060

2740

1720

2000

430

830

1330

1550

1330

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12

40

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1190

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15

0

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10

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11700

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7060

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610

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1160

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40 490

1210

240

50

240

50

5030

50

30

18

0

17

0

409

0

40

90




5/6/2014


Legend:

Rail Line

Future Road Network

Centroid Connector

16

200

49

00

0

17

90

0

24900

700

0

116007900

13

80

0

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0

12200

11

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61800

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6180

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61700

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11100

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00

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0

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0

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600

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0

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5200

8100

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30

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7900

3700

3700 2900

8100

18

60

0

40

0

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1600

42000 200300

100

78

00

148

00

32000

88

00

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46600

2600

600

600

17200

30

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54

00

1800

2300

2300

910

0

36006300

370

0

29900

127

00

9400

44900 445006

40

0

41

00

9100

34

00

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800

80

00

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8700

5200

1250020

100

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00

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19

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0

400

0

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68

00

23

00

37

00

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106

00

1800

4000

490

0

28

00

300

300

15001500

600

60

0

3600

3600

36005100

5400

9400

61

00

40

0

2100

50

0

1200

66

00

68

00

2700

400

1300

130

0

1400

600

400

600

600

500

12001000

10

00

7800

28000

32000

223

00

229

00

22

300

2900

3000

8200900

900

40

0

400

18

00

600

Appendix E

14M1555000 11/11/14


Ap

pe

nd

ix E

Appendix E

Peak Hour Intersection Turning Movements

Appendix E

1 25819 2

6 95.4

7

28849 25814 28834 340 25895 28447

65 135 600

32

29 60 130 15

25817 28451

3 28848 4 28826

158 7 94 225 50

46

28826 7 28851 28447 186 28450 22 28847

121 335

217 2

84 60 204 76 5

28450 25890

5 28705 6 28853

32 74 142 0 53 50

12 0

28847 209 28827 41 28829 28827 34 28829 2 28828

22 275 323 42

25 100

51 29 25 280 16 60

28704 25844

7 28451 8 28450

151 95 58 139 203 25

64 43

28739 219 26024 56 25890 26024 173 25890 25 15648

80 400 73 323

32 57

151 83 12 107 236 23

28701 28441

9 28704 10 28829

165 25 108 55 198 223

56 40

25890 134 15648 42 28858 28858 112 25844 233 28446

12 199 94 135

25 20

17 21 25 53 84 25

28862 28443

1 hr AM intersection Scenario 2A year 2026

Appendix E

11 28869 12 25845

80 37 55 19 267

28 12

28446 297 25849 18 28830 25849 28830

16 267 347

17

41 10 6 282 107

28854 28850

13 25890 14 25844

51 161 121 9 173 130

19 9

28844 74 28441 160 28845 28442 70 28443 88 28855

55 105 27 53

198 97

57 186 98 10 46 55

14094 26038

15 28850 16 28863

25 611 106 26 37

8 37

28860 28831 28864 255 28434 41 14094

61 19 540

25

54 381 8 7 25

28832 28843

17 28441 18 28861

92 151 170 17 0 32

33 5

28434 192 14094 145 14095 14094 374 14095 10 25813

67 353 0 498

17 0

136 163 16 25 25 25

28453 28872

19 26038 20 28445

56 233 7 25 82

30 25

14095 177 25813 4 27276 25813 188 27276 26 14097

199 258 269

29

193 77 11

25812

21 28832

25 580 92

0

27276 113 14097 145 18731

157 190

94

105 291 23

28873

1 hr AM intersection Scenario 2A year 2026

Appendix E

1 25819 2

9 73

9

28849 25814 28834 754 25895 28447

42 179 544

22

67 128 145 29

25817 28451

3 28848 4 28826

107 11 74 121 24

122

28826 12 28851 28447 420 28450 56 28847

240 284

113 0

189 211 208 221 1

28450 25890

5 28705 6 28853

22 49 60 25 22 25

43 25

28847 341 28827 136 28829 28827 78 28829 25 28828

61 279 343 44

8 90

39 76 20 379 51 122

28704 25844

7 28451 8 28450

79 81 59 79 270 12

138 100

28739 548 26024 79 25890 26024 365 25890 12 15648

183 304 149 220

21 36

118 86 25 106 318 68

28701 28441

9 28704 10 28829

94 18 61 44 145 266

153 51

25890 262 15648 108 28858 28858 194 25844 275 28446

31 153 81 127

4 11

21 16 25 94 225 23

28862 28443

1 hr PM intersectio scenario 2A year 2026

Appendix E

11 28869 12 25845

50 20 23 16 104

92 19

28446 340 25849 55 28830 25849 28830

52 333 359

10

31 27 15 383 330

28854 28850

13 25890 14 25844

24 220 211 15 86 138

62 14

28844 123 28441 154 28845 28442 66 28443 122 28855

40 84 13 67

121 66

62 275 190 30 206 111

14094 26038

15 28850 16 28863

9 454 38 7 35

4 63

28860 28831 28864 562 28434 49 14094

50 13 407

0

70 709 28 19 0

28832 28843

17 28441 18 28861

52 202 127 8 25 12

87 15

28434 340 14094 183 14095 14094 479 14095 34 25813

169 280 0 473

18 25

123 257 27 25 25 25

28453 28872

19 26038 20 28445

59 100 6 11 35

68 24

14095 255 25813 8 27276 25813 285 27276 85 14097

167 236 244

10

212 270 48

25812

21 28832

25 293 210

25

27276 221 14097 148 18731

99 176

59

153 630 147

28873

1 hr PM intersectio scenario 2A year 2026

Appendix E

1 25819 2

83 193

208

28849 25814 28834 812 25895 28447

153 192 1647

120

61 308 242 125

25817 28833

3 28848 4 28826

308 47 236 276 74

141

28826 76 28851 28447 647 28450 68 28847

150 1179

279 133

283 121 350 195 79

28450 28846

5 28705 6 28853

134 70 277 50 50 50

48 50

28847 577 28827 105 28829 28827 649 28829 50 28828

175 1056 291 808

58 179

191 54 87 411 100 191

28704 25844

7 28451 8 28846

156 62 37 187 372 50

39 127

28739 141 26024 59 28859 28859 56 25890 50 28857

53 324 58 94

38 68

164 120 63 139 498 59

28701 28441

9 28704 10 28829

98 112 104 44 394 32

79 28

28835 14 15648 79 28858 28858 17 25844 109 28446

21 46 104 64

58 55

18 75 32 75 464 19

28862 28856

1 Hr AM Intersection Scenario 2A year 2046

Appendix E

11 28869 12 25845

157 40 96 22 25

47 24

28446 1 25849 38 28830 25849 28830

21 100 78

9

71 11 7 25 72

28854 28850

13 25890 14 28856

107 239 152 4 428 121

106 21

28844 73 28441 283 28845 28842 63 28443 154 28855

111 68 43 44

387 187

109 306 209 38 384 94

14094 26038

15 28850 16 28863

15 89 250 20 51

21 111

28860 28831 28864 330 28434 61 14094

95 84 784

50

43 76 28 50 50

28832 28843

17 28441 18 28861

282 157 298 34 50 60

98 14

28434 239 14094 195 14095 14094 567 14095 18 25813

43 398 50 595

36 50

165 331 45 50 50 50

28453 28872

19 26038 20 28445

126 525 25 53 129

67 16

14095 331 25813 50 27276 25813 331 27276 44 14097

229 281 254

26

207 448 25

25812

21 28832

25 88 96

25

27276 274 14097 49 18731

186 245

25

53 69 25

28873

1 Hr AM Intersection Scenario 2A year 2046

Appendix E

1 25819 2

220 413

125

28849 25814 28834 2496 25895 28447

100 399 1474

156

166 283 235 121

25817 28833

3 28848 4 28826

420 85 226 290 143

381

28826 64 28851 28447 1767 28450 181 28847

470 1101

238 142

391 434 303 262 76

28450 28846

5 28705 6 28853

87 51 101 50 100 50

158 50

28847 1545 28827 193 28829 28827 1057 28829 50 28828

283 1114 648 972

94 205

223 59 59 429 100 279

28704 25844

7 28451 8 28846

87 109 54 231 671 50

86 148

28739 495 26024 52 28859 28859 222 25890 50 28857

284 307 201 98

89 36

123 88 22 120 494 52

28701 28441

9 28704 10 28829

72 101 90 49 653 151

80 118

28835 162 15648 108 28858 28858 71 25844 87 28446

31 40 108 38

54 22

21 101 44 115 504 40

28862 28856

1 Hr PM Intersection Scenario 2A year 2046

Appendix E

11 28869 12 25845

94 18 50 41 57

163 20

28446 52 25849 113 28830 25849 28830

47 29 90

9

24 24 8 110 97

28854 28850

13 25890 14 28856

80 398 431 20 514 248

107 25

28844 108 28441 269 28845 28842 55 28443 174 28855

92 162 46 61

152 92

136 290 210 133 482 165

14094 26038

15 28850 16 28863

93 54 50 16 92

58 50

28860 28831 28864 197 28434 93 14094

55 25 78

25

101 149 25 35 25

28832 28843

17 28441 18 28861

0 412 230 25 25 28

30 23

28434 161 14094 312 14095 14094 419 14095 64 25813

98 115 25 469

47 25

56 293 51 25 50 25

28453 28872

19 26038 20 28445

46 597 8 20 61

63 42

14095 206 25813 41 27276 25813 203 27276 130 14097

178 243 276

12

244 677 31

25812

21 28832

25 61 48

25

27276 166 14097 125 18731

98 312

25

93 125 25

28873

1 Hr PM Intersection Scenario 2A year 2046

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Traffic Modelling for PSP 1067 Donnybrook and …...A 11/11/14 Final Sal Ahmad Reece Humphreys Reece Humphreys Table of Contents 14M1555000 11/11/14 Traffic Modelling for PSP 1067

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