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Strategic Transport Modelling Assessment (Ultimate Scenario)
McPherson, Croskell and Minta Farm Precincts CG141047
Prepared for Metropolitan Planning Authority 31 August 2015
Strategic Transport Modelling Assessment (Ultimate Scenario)
McPherson, Croskell and Minta Farm Precincts CG141047
Strategic Transport Modelling Assessment (Ultimate Scenario) McPherson, Croskell and Minta Farm Precincts
Document Information Prepared for Metropolitan Planning Authority Project Name McPherson, Croskell and Minta Farm Precincts File Reference CG141047REP001F02.docx Job Reference CG141047 Date 31 August 2015
Contact Information Cardno Victoria Pty Ltd Trading as Cardno ABN 47 106 610 913 Level 4 501 Swanston Street Melbourne Victoria 3000 Australia Telephone: (03) 8415 7777 Facsimile: (03) 8415 7788 International: +61 3 8415 7777 victoria@cardno.com.au www.cardno.com
Document Control Version Date Author Author
Initials Reviewer Reviewer
Initials
D01 30/06/15 Erna Sukardi / Matthew Mudge Manesha Ravji
F01 17/08/15 Erna Sukardi / Matthew Mudge Manesha Ravji
F02 31/08/15 Erna Sukardi / Matthew Mudge
Manesha Ravji
© Cardno. Copyright in the whole and every part of this document belongs to Cardno and may not be used, sold, transferred, copied or reproduced in whole or in part in any manner or form or in or on any media to any person other than by agreement with Cardno.
This document is produced by Cardno solely for the benefit and use by the client in accordance with the terms of the engagement. Cardno does not and shall not assume any responsibility or liability whatsoever to any third party arising out of any use or reliance by any third party on the content of this document.
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Strategic Transport Modelling Assessment (Ultimate Scenario) McPherson, Croskell and Minta Farm Precincts
Table of Contents 1 Introduction 1
1.1 Overview 1 1.2 Key Objectives 1 1.3 Referenced Documents 2 1.4 Interim (2026) vs. Ultimate (2046) Analysis 2
2 Study Area 3 2.1 South East Growth Corridor 3 2.2 McPherson (PSP 1055) 3 2.3 Croskell (PSP 1051) 5 2.4 Minta Farm (PSP 11) 6
3 Victorian Integrated Transport Model (VITM) 8 3.1 Victorian Integrated Transport Model (VITM) 8 3.2 South East Growth Corridor VITM 8 3.3 Model Limitations 8
4 Model Review and Development 9 4.1 Preamble 9 4.2 PSPs as coded in AECOM VITM 9 4.3 Road Networks Review 10
4.3.1 Overview 10 4.3.2 Interim Road Network Review 11 4.3.3 Ultimate Road Network Review 13
4.4 Zone System Review 13 4.5 Modelled Land Uses 17
5 Ultimate Modelling Results 18 5.1 Introduction 18 5.2 Review of VITM Traffic Generation 18
5.2.1 VITM Traffic Generation 18 5.2.2 First Principles Generation Rates 18 5.2.3 Comparison of VITM and First Principles Volume Analysis 20
5.3 McPherson (PSP 1055) 20 5.3.2 North-south Volumes 22 5.3.3 East-west Volumes 22
5.4 Croskell (PSP 1051) 23 5.5 Minta Farm (PSP 11) 24
6 Summary and Conclusions 25 6.1 Summary 25 6.2 Conclusions 25
Appendices Appendix A Draft Urban Structures Appendix B VITM Ultimate Road Network Review Appendix C Zone Structure Refinements Appendix D Modelled Land Uses
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Appendix E 2046 Ultimate Output Volumes
Tables Table 2-1 McPherson (PSP 1055) – Anticipated Development Yields 4 Table 2-2 Croskell PSP (PSP 1051) – Anticipated Development Yields 6 Table 2-3 Minta Farm (PSP 11) – Anticipated Development Yields 7 Table 4-1 Land Use Refinement 17 Table 5-1 Ultimate Scenario VITM Trip Generation Summary (Year 2046) 18 Table 5-2 First Principles Traffic Generation - Ultimate Scenario (Year 2046) 19 Table 5-3 VITM versus First Principles Assessment 20
Figures Figure 1-1 Location of PSPs within the South East Growth Corridor 1 Figure 2-1 South East Growth Corridor 3 Figure 2-2 McPherson (PSP 1055) – Draft Urban Structure 4 Figure 2-3 Croskell PSP – Draft Urban Structure 5 Figure 2-4 Minta Farm PSP – Draft Urban Structure 6 Figure 4-1 PSP Localities 9 Figure 4-2 PSP Locations in AECOM VITM 10 Figure 4-3 VITM Area Reviewed and Refined by Cardno 11 Figure 4-4 AECOM Interim (2026) Scenario Road Network Coding 12 Figure 4-5 Interim (2026) Road Network Coding Changes Proposed by Cardno 12 Figure 4-6 AECOM Ultimate (2046) Scenario Network Coding 13 Figure 4-7 AECOM Zone System 14 Figure 4-8 Zone System Changes Proposed by Cardno – McPherson (PSP 1055) 15 Figure 4-9 Zone System Changes Completed by Cardno –Croskell (PSP 1051) 16 Figure 4-10 Zone System Changes Proposed by Cardno – Minta Farm (PSP 11) 17 Figure 5-1 Daily VITM Plot – McPherson (PSP 1055) 21 Figure 5-2 Daily VITM Plot – Croskell (PSP 1051) 23 Figure 5-3 Daily VITM Plot – Minta Farm (PSP 11) 24
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1 Introduction
1.1 Overview The Metropolitan Planning Authority (MPA) is preparing draft Urban Structures to inform the Precinct Structure Plans (PSPs) of McPherson (PSP 1055), Croskell (PSP 1051) and Minta Farm (PSP 11).
The location of the PSP areas within the context of the South East Growth Corridor is outlined in Figure 1-1.
Figure 1-1 Location of PSPs within the South East Growth Corridor
Source: MPA Website (PSP Status Map dated November 2014)
As part of the preparation of the draft Urban Structures, the MPA commissioned Cardno to undertake strategic transport modelling. The outputs of the strategic modelling will be used as an input into further modelling to determine the road and intersection configurations that will be included in the PSPs and subsequent Development Contributions Plans (DCPs), or similar.
1.2 Key Objectives The strategic modelling was completed using the MPA’s South East Growth Corridor version of the Victorian Integrated Transport Model (VITM) and the key objectives of the study are outlined as follows:
> Review the latest version for the South East Growth Corridor VITM (i.e. the model developed for the Thompsons Road, Clyde Creek and Casey Fields South PSPs), focusing on the PSP areas for McPherson, Croskell and Minta Farm and the road network surrounding the PSP areas.
> Update the VITM to reflect the road network and land uses envisaged for the subject PSPs.
> Run the updated VITM to assess the anticipated interim (2026) and ultimate (2046) traffic volumes on the network.
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1.3 Referenced Documents In preparing this report, the following data sources and reports have been considered:
> Draft Urban Structures for the McPherson (PSP 1055), Croskell (PSP 1051) and Minta Farm (PSP 11) PSPs as provided by the MPA.
> The “Thompsons Road, Clyde Creek and Casey Fields South (Residential) PSP 53, 54 & 57.1 Traffic Modelling” report prepared by AECOM, Revision A, dated 14 April 2014.
> MPA’s South East Growth Corridor VITM – Version VITM2012_V120423_THOMPSONS_v2.
> Other documents and data sources as nominated throughout this report.
1.4 Interim (2026) vs. Ultimate (2046) Analysis Both interim and ultimate traffic volumes will eventually be assessed as part of this study. The interim volumes represent the +10 year development scenario (~2026) and the ultimate volumes the +30 year development scenario (~2046). The interim volumes will be refined and used to inform the intersection works up to the interim scenario for inclusion in the DCPs and represent the works that will be used by the future community of the PSP area, whilst the ultimate volumes will be used to validate the ultimate road reservation requirements (including flaring requirements at intersections).
This report focuses on the ultimate VITM analysis, following agreement on the outcomes of the ultimate modelling, the interim modelling will commence in accordance with the study brief.
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2 Study Area
2.1 South East Growth Corridor The South East Growth Corridor Plan and the location of the subject PSPs within the corridor are outlined in Figure 2-1.
Figure 2-1 South East Growth Corridor
Source: MPA Website (South East Growth Corridor Plan)
The South East Growth Corridor Plan is an integrated land use and transport plan that provides a strategy for the development of Melbourne’s South East Growth Corridor over the coming decades. Further detail on the subject PSPs is provided in the following sub sections.
2.2 McPherson (PSP 1055) McPherson (PSP 1055) covers an area of approximately 952 hectares and is made up of farming land. It is located to the east of the Thompsons Road (PSP 1053) and Clyde Creek (PSP 1054) PSP areas.
The PSP is generally bounded by Bells Road / Smiths Lane to the west, Thompsons Rd to the north, Cardinia Creek to the east, and Ballarto Road to the south. The draft Urban Structure for the PSP is shown in Figure 2-2 (with an enlarged version included in Appendix A).
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Figure 2-2 McPherson (PSP 1055) – Draft Urban Structure
As outlined in Figure 2-2, the draft Urban Structure for McPherson includes residential, Local Town Centre (LTC), and school uses in addition to community and open space uses.
The anticipated development yields envisaged by the draft Urban Structure were provided by the MPA and are outlined in Table 2-1.
Table 2-1 McPherson (PSP 1055) – Anticipated Development Yields PSP Population Households Enrolment Retail Jobs Non-
Retail Jobs
Total Jobs
McPherson (PSP 1055)
35,005 12,502 2,453 667 375 1,042
The key features of the road network included in the draft Urban Structure are summarised as follows:
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> Smiths Lane along the western precinct boundary which is anticipated to operate as a Connector Street;
> Two north-south Connector Streets, one located east of Bells Rd and the other east of Smiths Lane;
> Three east-west Connector Streets which extend the Connector Streets proposed in the adjacent Thompsons Road and Clyde Creek PSPs.
> The extension of Patterson Road, an east-west Arterial Road through the precinct.
> A number of internal local Access Streets.
2.3 Croskell (PSP 1051) Croskell (PSP 1051) covers an area of approximately 275 hectares and is located to the south of Cranbourne North Stages 1 and 2 (PSPs 15 and 16), the west of Thompsons Road (PSP 1053), and north of Cranbourne East (PSP 14).
The PSP is generally bound by Thompsons Road to the north, Staunton Walk to the west, Brocker St and Donohue St to the south, and Berwick-Cranbourne Road to the east. The draft Urban Structure for the PSP is shown in Figure 2-3 (with an enlarged version included in Appendix A)
Figure 2-3 Croskell PSP – Draft Urban Structure
As outlined in Figure 2-3, the draft Urban Structure includes employment and residential uses. Industrial and commercial areas are located primarily along Thompsons Road / Berwick-Cranbourne Road with the balance of the land being allocated to mixed use and residential land uses.
The anticipated development yields envisaged by the draft Urban Structure were provided by the MPA and are outlined in Table 2-2.
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Table 2-2 Croskell PSP (PSP 1051) – Anticipated Development Yields PSP Population Households Enrolment Retail Jobs Non-
Retail Jobs
Total Jobs
Croskell (PSP 1051)
5,353 2,161 0 2,341 2,725 5,066
The key features of the road network included in the draft Urban Structure are summarised as follows:
> Three north-south Connector Streets that connect to Thompsons Road at the intersections with William Thwaites Boulevard and Wheelers Park Drive, and at the Cranbourne North Service Business Park.
> A Connector Street Loop around the proposed commercial use area that fronts Thompsons Road.
> An east-west Connector Street that connects the precinct to Berwick-Cranbourne Road to the south of Thompsons Road.
> A number of internal local Access Streets.
2.4 Minta Farm (PSP 11) Minta Farm PSP 11 covers an area of approximately 285 hectares and is located to the north of Clyde North (PSP 13), to the west of Cardinia Creek and Officer South (PSP 5) and to the south of Officer (PSP 4).
The PSP is generally bound by the Monash Freeway / Beaconsfield interchange to the north, Soldiers Rd to the west, Grices Rd to the south and Cardinia Creek to the east. The draft Urban Structure for the PSP is shown in Figure 2-4 (with an enlarged version included in Appendix A)
Figure 2-4 Minta Farm PSP – Draft Urban Structure
As outlined in Figure 2-4, the draft Urban Structure includes residential, educational, and employment uses (various types).
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The anticipated development yields envisaged by the draft Urban Structure were provided by the MPA and are outlined in Table 2-3.
Table 2-3 Minta Farm (PSP 11) – Anticipated Development Yields PSP Population Households Enrolment Retail Jobs Non-
Retail Jobs
Total Jobs
Minta Farm (PSP 11)
8,067 2,970 451 1,124 9,105 10,229
The key features of the road network included in the draft Urban Structure are summarised as follows:
> A north-south Arterial Road through the precinct which will provide direct access to the Beaconsfield Interchange. This north-south Arterial will connect into Grices Road to the south of the Minta Farm PSP area (with the termination of Soldiers Road to the north) to create a four-way intersection.
> The extension of O’Shea Road along the northern precinct boundary to connect to the Beaconsfield Interchange.
> A number of internal Connector Streets that connect the precinct to Soldiers Road.
> A number of internal local Access Streets.
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3 Victorian Integrated Transport Model (VITM)
3.1 Victorian Integrated Transport Model (VITM) The Victorian Integrated Transport Model (VITM) has been used as the strategic modelling basis for this study.
The VITM is a tool developed and maintained by the Department of Economic Development, Jobs, Transport and Resources (DEDJTR) 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. The VITM contains all major freeways, Arterial Roads and key Connector Streets within the Melbourne Statistical Division.
The model is a link-based traffic model which is implemented in the CUBE Voyager software environment.
3.2 South East Growth Corridor VITM The MPA commissioned the refinement to the VITM for Melbourne’s South East Growth Corridor. The purpose of this refinement was to provide a strategic model of the South East Growth Corridor which could be used to understand the transport needs of the MPA, City of Casey, Cardinia Shire Council and VicRoads for projects (such as PSPs) within the 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; and • updates the centroid connectors.
The latest version of this South East Growth Corridor model was obtained from the DEDJTR (VITM2012_V120423_THOMPSONS_v2) on Dec 2014 and used as the basis for this study.
This version of the South East Growth Corridor VITM was recently updated by AECOM to assess the Thompsons Road (PSP 53), Clyde Creek (PSP 54) and Casey Fields South – Residential (PSP 57.1) PSPs, the details of which are outlined in the “Thompsons Road, Clyde Creek and Casey Fields South (Residential) PSP 53, 54 & 57.1 Traffic Modelling” report prepared by AECOM (Final Version, dated 25 July 2014).
3.3 Model Limitations Strategic modelling is used to understand existing demands and travel patterns across a road network and assess how these change as a result of land use and transport infrastructure changes. The outputs of the modelling provide a guide to understanding the overall performance of a transport network.
A key limitation is that VITM is a link based model which uses speed flow curves to calculate vehicle travel times as a function of the level of traffic. These functions are based on average observed behaviour on various road link types. In reality each section of road will have unique behavioural characterises which are largely determined by the operation of nearby intersections.
VITM does not calculate different factors for different turning movements at an intersection or the impacts of queuing back and blocking back from one intersection to another.
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4 Model Review and Development
4.1 Preamble Cardno reviewed the VITM version VITM2012_V120423_THOMPSONS_v2, referred to as the AECOM model hereafter, for the interim (2026) and ultimate (2046) years and recommended alterations to the models for the purposes of this study.
In addition Cardno has now completed ultimate scenario modelling for the subject PSPs, the findings of which are outlined in the latter sections of this report.
On agreement on the outcomes of the ultimate scenario modelling, Cardno will complete the interim scenario modelling. In this regard the following subsections also include the outcomes of Cardno’s review and proposed changes to the 2026 AECOM VITM.
4.2 PSPs as coded in AECOM VITM The draft Urban Structures for the subject PSPs within the context of the surrounding area are shown in Figure 4-1 and their locations within the AECOM are shown in Figure 4-2.
Figure 4-1 PSP Localities
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Figure 4-2 PSP Locations in AECOM VITM
4.3 Road Networks Review
4.3.1 Overview
Cardno reviewed and refined the AECOM VITM for the PSP areas and their surrounds. The extent of the areas reviewed and refined by Cardno are outlined in Figure 4-3.
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Figure 4-3 VITM Area Reviewed and Refined by Cardno
4.3.2 Interim Road Network Review
The interim road network included in the AECOM model is shown in Figure 4-4, whilst Figure 4-5 shows the changes proposed by Cardno for the purposes of this study.
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Figure 4-4 AECOM Interim (2026) Scenario Road Network Coding
Figure 4-5 Interim (2026) Road Network Coding Changes Proposed by Cardno
As shown in Figure 4-5, the changes proposed by Cardno generally involve refining the road network for the subject PSP areas to include the proposed Connector Streets. These Connector Streets within the PSP areas were coded with one lane in each direction, with a two-way capacity of 7,000 vehicles per day (vpd).
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The AECOM VITM posted speed limit plot and the changes made by Cardno are included in Appendix B. All Connector Streets within the subject PSPs with a posted speed limit of 50km/hr, with a further factor of 0.6 to be modelled to obtain the practical maximum speed on the road.
4.3.3 Ultimate Road Network Review
The ultimate road network included in the AECOM model is shown in Figure 4-6, with enlarged version of the plot included in Appendix B: Figure 4-6 AECOM Ultimate (2046) Scenario Network Coding
No further changes were undertaken by Cardno to the ultimate road network, other than those previously outlined for the interim scenario.
4.4 Zone System Review The zone system (interim and ultimate) included in the AECOM model is shown in Figure 4-7, whilst Figure 4-9 to Figure 4-10 show the changes made by Cardno for the purposes of this study. Enlarged versions of these plots, and plots showing the wider study area are included in Appendix E.
The changes made by Cardno include disaggregation of existing zones and refinement to zone centroid connectors so that the centroid connectors connect to midblock sections of the local road network rather than at intersections to better represent “real world” traffic conditions.
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Figure 4-7 AECOM Zone System
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Figure 4-8 Zone System Changes Proposed by Cardno – McPherson (PSP 1055)
As shown in Figure 4-8, the refinements were made to the zone boundaries McPherson (PSP1055) to better reflect the draft Urban Structure of the PSP, the total number of zones however was not changed.
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Figure 4-9 Zone System Changes Completed by Cardno –Croskell (PSP 1051)
As shown in Figure 4-9, Cardno increased the number of zones within the Croskell (PSP 1051) from six zones to sixteen zones to better reflect the draft Urban Structure of the PSP.
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Figure 4-10 Zone System Changes Proposed by Cardno – Minta Farm (PSP 11)
As shown in Figure 4-10, Cardno increased the number of zones within the Minta Farm PSP area from five zones to 19 zones to better reflect the draft Urban Structure of the PSP.
4.5 Modelled Land Uses The anticipated land uses for each of the subject PSPs, as provided by the MPA was previously outlined in Section 2, this data was used as input data into the Cardno VITM. A comparison of the Cardno VITM land use inputs and those included in the AECOM model is shown in Table 4-1. More detail land uses included in the Cardno VITM are included in Appendix D.
Table 4-1 Land Use Refinement Population House Hold Retail Jobs Total Jobs Enrolment AECOM Model McPherson PSP 26,896 9,766 286 1,678 2,850 Croskell PSP 5,797 2,141 0 3,114 430 Minta Farm PSP 4,823 1,862 442 11,569 0 Cardno Refinements McPherson PSP 35,006 12,502 667 1,042 2,453 Croskell PSP 5,353 2,161 2,341 5,066 0 Minta Farm PSP 8,067 2,970 1,124 10,229 451
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5 Ultimate Modelling Results
5.1 Introduction An assessment of the PSP transport demands and network performance has now been undertaken for the ultimate scenario. The outcomes from modelling are summarised in this section.
5.2 Review of VITM Traffic Generation In order to confirm that VITM was producing realistic levels of traffic generation for the subject PSP areas, the VITM generations were compared to a first principles assessment of the traffic generation for the PSP areas.
5.2.1 VITM Traffic Generation
Table 5-1 below summarises the land use inputs and resulting traffic generation for the subject PSP area.
Table 5-1 Ultimate Scenario VITM Trip Generation Summary (Year 2046)
PSP
Land Use AM 1-
hr. Trips [1]
PM 1-hr.
Trips[1]
Daily Vehicle Trips Residential
(Households) Retail (Jobs)
Non - Retail
Employment (Jobs)
School (Enrolments)
McPherson PSP 12,502 667 375 1,042 2,453 8,446 10,520 101,417
Croskell PSP 2,161 2,341 2,725 5,066 - 2,958 4,494 45,303
Minta Farm PSP 2,970 1,124 9,105 10,229 451 4,232 5,456 54,746 [1] 1- hour peak volumes were derived by applying a 0.55 factor to the VITM 2 hour peak outputs
The results shown in Table 5-1 indicate that the daily VITM trip generation for the Croskell PSP is comparable to the level of the Minta Farm PSP, even though the Minta Farm PSP includes a notably higher level of total jobs. This difference is attributed to the retail area within in the Croskell PSP generating shopping trips throughout the day.
5.2.2 First Principles Generation Rates
A summary of the modelled land uses and the resulting first principles traffic generation is provided in Table 5-2.
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Table 5-2 First Principles Traffic Generation - Ultimate Scenario (Year 2046)
PSP
Land Use Yield Traffic Generation Rate Reduction Factor for Internal Trips
Resultant Trips
AM (1hr)
PM (1hr)
Daily AM (1hr)
PM (1hr)
Daily
McPh
erso
n PS
P
Residential [1]
12,502 dwellings
0.8 trips/household
0.8 trips/household
10.0 trips/household
25% [1]
7,501 7,501 93,765
Retail (jobs) [2]
667 jobs 1.5 trips/ 3 jobs
4.6 trips / 3 jobs 50 trips / 3 jobs
20% [4]
267 818 8,893
Other Employment (jobs) [3]
375 jobs 1.0 trips / 5 jobs
2.0 trips / 5 jobs 10 trips / 5 jobs
25% [4]
56 113 563
School [5]
2,453 students
0.75 trips/ student
0.25 trips/ student
1.5 trips/ student
n/a 1,840 613 3,680
Total 9,664 9,045 106,900
Cros
kell P
SP
Residential 2,161 dwellings
0.8 trips/household
0.8 trips/household
10.0 trips/household
25% [1]
1,297 1,297 16,208
Retail (jobs) 2,341 jobs 1.5 trips/ 3 jobs
4.6 trips / 3 jobs 50 trips / 3 jobs
20% [4]
936 2,872 31,213
Other Employment (jobs)
2,725 jobs 1.0 trips / 5 jobs
2.0 trips / 5 jobs 10 trips / 5 jobs
25% [4]
409 818 4,088
School 0 students 0.75 trips/ student
0.25 trips/ student
1.5 trips/ student
n/a - - -
Total 2,642 4,986 51,508
Mint
a Far
m P
SP
Residential 2,970 dwellings
0.8 trips/household
0.8 trips/household
10.0 trips/household
25% [1]
1,782 1,782 22,275
Retail (jobs) 1,124 jobs 1.5 trips/ 3 jobs
4.6 trips / 3 jobs 50 trips / 3 jobs
20% [4]
450 1,379 14,987
Other Employment (jobs)
9,105 jobs 1.0 trips / 5 jobs
2.0 trips / 5 jobs 10 trips / 5 jobs
25% [4]
1,366 2,732 13,658
School 451 students
0.75 trips/ student
0.25 trips/ student
1.5 trips/ student
n/a 338 113 677
Total 3,936 6,005 51,596 1) Daily rate based on VISTA 09 data for the Casey LGA, peak hour rates are based on empirical data for comparable sites. A reduction factor of 25% has been applied to account for
inter-zonal trips 2) Retail 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) Office and commercial daily rate sourced from the RTANSW “Guide to Traffic Generating Developments” report (dated October 2002) with PM peak hour rate assumed to be 20% of the daily rate. An AM rate equal PM has been adopted given that normal office/commercial should have movement same as PM peak hour. A rate of 5 jobs per 100sqm has been adopted for this assessment.
4) 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.
5) Based on a first principles assessment
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It is highlighted that the first principles assessment outlined above takes into consideration the results of the Victorian Integrated Survey of Travel and Activity 2009 (VISTA09) undertaken by the former Department Transport Planning and Local Infrastructure (DTPLI). VISTA09 is a comprehensive survey of how, when and why Victorians travel and is both more recent and location-specific than most other available empirical data sources. The average VISTA09 traffic generation rate of 10.0 movements per dwelling for the Casey LGA is higher than other empirical data sources which generally have a daily generation rate in the order of 7-9 vehicle movements per dwelling.
5.2.3 Comparison of VITM and First Principles Volume Analysis
A comparison of VITM trip generation and first principles generation is provided in Table 5-3. This assessment compares the modelled traffic volume outputs from VITM to commonly used generation rates as means of confirming that VITM is generating realistic traffic demands.
Table 5-3 VITM versus First Principles Assessment
PSP Traffic Volumes AM Peak PM Peak Daily
McPherson VITM 8,446 10,520 101,417
First Principle Assessment 9,664 9,045 106,900
% Difference 14% -14% 5%
Croskell VITM 2,958 4,494 45,303
First Principle Assessment 2,642 4,986 51,508
% Difference -11% 11% 14%
Minta Farm VITM 4,232 5,456 54,746
First Principle Assessment 3,936 6,005 51,596
% Difference -7% 10% -6%
Table 5-3 indicates that the VITM road network demands are comparable (within 15%) to those of the first principles assessment for all of the subject PSPs, noting that some land use rates VITM is forecasting traffic demand to an appropriate level given the strategic nature of the model.
5.3 McPherson (PSP 1055) The daily volume VITM plot for the McPherson (PSP 1055) is outlined in Figure 5-1, with the AM and PM peak outputs included in Appendix E (which also includes a wider-area daily output plot).
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Strategic Transport Modelling Assessment (Ultimate Scenario) McPherson, Croskell and Minta Farm Precincts
Figure 5-1 Daily VITM Plot – McPherson (PSP 1055)
Further discussion on the VITM daily volumes is provided in the following sub sections:
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5.3.2 North-south Volumes
Figure 5-1 indicates that the proposed north-south Connector Street provisions within the PSP are generally sufficient, with the modelled daily volumes generally reflective of a Connector Street (i.e. in the order of 3,000 – 7,000 vpd).
It is however noted immediately to the south of Thompsons Road that the north-south Connector Street within the PSP is expected to carry some 17,000vpd, and that to its west Smiths Lane is expected to carry some 6,700vpd.
The volumes on the north-south Connector Street are higher than those on Smiths Lane as a result of it providing a more direct connection to Thompsons Road from the residential area in McPherson that is adjacent to Cardinia Creek. The volumes on this north-south Connector Street, although greater than the upper desirable limit for a Connector Street (i.e. 7,000vpd) are still within the theoretical capacity of a two-way, two-lane road1.
Additional capacity could be provided on the north-south Connector Street or measures to increase the use of Smiths Lane over the north-south Connector Street (for example, turning or signal phasing restrictions at the intersection of the north-south Connector Street and Thompsons Road) could be implemented to manage and balance the expected north-south vehicle movements.
5.3.3 East-west Volumes
Figure 5-1 indicates that the east-west Connector Streets within the PSP are generally expected to carry volumes reflective of a Connector Street (i.e. in the order of 3,000 – 7,000 vpd).
It is however noted that Figure 5-1 indicates that VITM predicts that the southern-most east-west Connector Street will carry in the order of 11,500vpd near Bells Road. It is however highlighted that the draft Urban Structure for the PSP includes an east-west Access Street to the north of Ballarto Road which is not included in VITM. This Access Street is expected to redistribute up to some 3,000vpd away from the southern-most east-west Connector Street resulting in the daily volumes on this road generally being reflective of a Connector Street, noting that additional capacity will be needed at the intersection with Bells Road.
Figure 5-1 also indicates that VITM predicts that the east-west Connector Street to the north of Patterson Road will carry some 16,100vpd near Bells Road, and that Patterson Road will carry some 10,600 vpd near Bells Road. The distribution of more traffic to east-west Connector Street rather than Patterson Road is attributed to the strategic nature of VITM and the manner in which traffic exiting zones favours centroid connectors closer to their desired destination. In practice the volumes on Patterson Road are expected to be greater than those on the east-west Connector Street. The daily volumes on the east-west Connector Street are therefore expected to be reflective of a Connector Street (i.e. in the order of 7,000vpd) given that the draft Urban Structure for the PSP also includes an east-west Access Street between the two roads which is not included in VITM.
In addition Figure 5-1 indicates that the northern-most east-west Connector Street will carry in the order of 10,300vpd to the west of Smiths Lane as a result of vehicles gravitating towards the Bells Road Arterial Road. Whilst the daily volume is higher than the desirable upper limit for a Connector Street (7,000vpd), the volumes are still within the theoretical capacity of a two-way, two-lane road and do not warrant the need for an Arterial Road connection.
1 Austroads Standards “Guide to Traffic Management –Part 3 Traffic Studies and Analysis” document which provides guidance on the daily traffic carrying capacity of urban roads. The daily capacity limits set out in this Austroads document are summarised as follows:
Road Type Theoretical Daily Capacity (vehicles per day) 2-lane road 18,000 vpd 4-lane road 36,000 vpd 6- lane road 54,000 vpd
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Strategic Transport Modelling Assessment (Ultimate Scenario) McPherson, Croskell and Minta Farm Precincts
5.4 Croskell (PSP 1051) The daily volume VITM plot for the Croskell (PSP 1051) is outlined in Figure 5-2 with the AM and PM peak outputs included in Appendix G (which also includes a wider-area daily output plot)
Figure 5-2 Daily VITM Plot – Croskell (PSP 1051)
Figure 5-2 indicates that the proposed Connector Street network within the PSP is sufficient to cater for the anticipated traffic volumes. Additional capacity will however be required at the intersections of all three north-south Connector Streets and Thompsons Road to cater for the anticipated traffic volumes.
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Strategic Transport Modelling Assessment (Ultimate Scenario) McPherson, Croskell and Minta Farm Precincts
5.5 Minta Farm (PSP 11) The daily volume VITM plot for the Minta Farm (PSP 11) is outlined in Figure 5-3, with the AM and PM peak outputs included in Appendix G (which also includes a wider-area daily output plot)
Figure 5-3 Daily VITM Plot – Minta Farm (PSP 11)
Figure 5-3, indicates that the proposed Arterial Road and Connector Street network within the PSP is sufficient cater for the anticipated traffic volumes.
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Strategic Transport Modelling Assessment (Ultimate Scenario) McPherson, Croskell and Minta Farm Precincts
6 Summary and Conclusions
6.1 Summary Cardno has now completed ultimate scenario (2046) modelling for the McPherson (PSP 1055), Croskell (PSP 1051) and Minta Farm (PSP 11) precincts.
Having refined the traffic model to reflect the expected land use and network scenarios, Cardno ran the model to provide 2046 ultimate traffic volume outputs. The outputs of the VITM analysis were then compared to a first principles traffic generation demand assessment which showed that VITM was suitably forecasting traffic demand for the subject PSPs.
A summary of the VITM assessments for each PSP is summarised as follows:
McPherson (PSP 1055)
The east-west Connector Streets within the PSP are expected to carry volumes reflective of a Connector Street, with volumes expected to increase near the intersection with Smiths Lane indicating the need for additional capacity at the intersections.
The north-south Connector Street provisions within the PSP are also generally sufficient. It is however noted immediately to the south of Thompsons Road that the north-south Connector Street within the PSP is expected to carry some 17,000vpd and that to its west, Smiths Lane is expected to carry some 6,700vpd.
The volumes on the north-south Connector Street are higher than those on Smiths Lane as a result of it providing a more direct connection to Thompsons Road from the residential area in McPherson that is adjacent to Cardinia Creek. The volumes on this north-south Connector Street, although greater than the upper desirable limit for a Connector Street (i.e. 7,000vpd) are still within the theoretical capacity of a two-way, two-lane road.
Additional capacity could be provided on the north-south Connector Street or measures to increase the use of Smiths Lane over the north-south Connector Street (for example, turning or traffic signal phasing restrictions at the intersection of the north-south Connector Street and Thompsons Road) could be implemented to manage and balance the expected north-south vehicle movements.
Croskell (PSP 1051)
The proposed Connector Street network within the PSP is suffice for catering for the anticipated traffic volumes. Additional capacity will however be required at the intersections of all three north-south Connector Street and Thompsons Road to cater for the anticipated traffic volumes.
Minta Farm (PSP 11)
The proposed Arterial Road and Connector Street network within the PSP is sufficient to cater for the anticipated traffic volumes.
6.2 Conclusions Consultation on the ultimate scenario modelling outcomes with VicRoads and the City of Casey was undertaken in July 2015. This process considered the need to complete the interim (2026) modelling for the purpose of informing functional layout plans for the required intersections within the PSP areas. Given the current application of template intersections from the Growth Area Road Network Planning Guidance and Policy Principles it was agreed that interim modelling was no longer required.
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APPENDIX
A DRAFT URBAN STRUCTURES
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APPENDIX
B VITM ULTIMATE ROAD NETWORK REVIEW
Victorian Integrated Transport Model - South East Growth Corridor Model2046 AECOM Model - Number of Lanes
(Licensed to Cardno Victoria Pty Ltd)3/02/2015 J:\VITM2012_V120423_THOMPSONS_v2\ModelInputs\00 Project Folder\CG141047\Net\Thom_Inputs\2046 Scenario 2\Y2046_S2_AM_VITM_V131121.NET
Number of lanes each way:1 Lane2 Lanes3 LanesRail Line
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Victorian Integrated Transport Model - South East Growth Corridor Model2046 Cardno Model - Number of Lanes
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Number of lanes each way:1 Lane2 Lanes3 LanesRail Line
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bour
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Nar
re
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e R
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Thompsons Rd
Berw
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Hardys Rd
Pound Rd
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Port
Rd
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ren
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Ballarto Rd
Grices Rd
Bells
Rd
Victorian Integrated Transport Model - South East Growth Corridor Model2046 AECOM Model - Posted Speed Limits
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Posted Speed:20 km/hr40 km/hr50 km/hr60 km/hr80 km/hr100 km/hrRail Line
Victorian Integrated Transport Model - South East Growth Corridor Model2046 Cardno Model - Posted Speed Limits
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Posted Speed:20 km/hr40 km/hr50 km/hr60 km/hr80 km/hr100 km/hrRail Line
Cran
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Thompsons Rd
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APPENDIX
C ZONE STRUCTURE REFINEMENTS
Victorian Integrated Transport Model - South East Growth Corridor ModelAECOM Model Traffic Zone System
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Legend:Local Access/Connector StreetsSecondary ArterialPrimary ArterialFreewayRail LineZone Boundary
Hw
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Nar
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Card
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Rd
Pattersons Rd
Port
Rd
Wa r
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Grices Rd
867
875 881
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10421043
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20302031
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2111
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Victorian Integrated Transport Model - South East Growth Corridor ModelCARDNO Model Traffic Zone System
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Legend:Local Access/Connector StreetsSecondary ArterialPrimary ArterialFreewayRail LineZone Boundary
891
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Victorian Integrated Transport Model - South East Growth Corridor ModelCARDNO Model Traffic Zone System - PSP 1051
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Legend:
PSP Area
Centroid ConnectorLocal Access/Connector StreetSecondary ArterialPrimary ArterialFreewayFreeway
Clyd
e R
d
Thompsons Rd
Berw
i ck
Rd
Cran
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Linsell Bvd
Thompsons Rd
Case
y Fi
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Bvd
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Victorian Integrated Transport Model - South East Growth Corridor ModelCARDNO Model Traffic Zone System - PSP 11
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Legend:
PSP Area
Centroid ConnectorLocal Access/Connector StreetSecondary ArterialPrimary ArterialFreewayFreeway
O'Shea Rd
Soldiers Rd
Grices Rd
O'Shea Rd
O'Shea Rd
Grices Rd
875
939
1042
1043
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APPENDIX
D MODELLED LAND USES
Attachment B : Land Use Data
Zone Population Dwelling Employment Enrolment Population Dwelling Employment Enrolment2989 2354 841 0 02988 2384 851 165 11002759 1981 707 60 4512990 3260 1164 0 02763 3903 1394 0 03050 3432 1226 60 4512987 2832 1012 0 02766 2399 857 0 02986 0 0 349 03024 1023 365 60 4513049 4144 1480 0 03025 3442 1229 0 03051 0 0 349 03022 1963 701 0 03021 1886 674 0 0
Total 35005 12502 1042 24533073 2566 1166 1,666 03112 857 306 0 02973 0 0 675 02060 0 0 1,845 03070 0 0 640 03071 0 0 240 02284 0 0 0 03113 504 180 0 03114 176 63 0 02318 756 270 0 03072 494 176 0 02317 0 0 0 0
Total 5353 2161 5066 02192 867 310 31 02371 759 271 27 03015 0 0 616 03016 585 266 435 03017 529 189 19 03076 0 0 4,000 03077 0 0 362 03078 529 189 19 03079 837 299 30 03080 1129 403 40 03081 567 203 20 03082 479 171 17 03083 650 232 23 03084 302 108 66 4513116 0 0 4,000 03117 514 184 18 03120 0 0 100 03121 320 145 231 03122 0 0 175 0
Total 8067 2970 10229 451
2046 2026
McPh
erso
n PSP
1055
Cros
kell P
SP 10
51Mi
nta F
arm
PSP
11
PSP
N:\WINDOWS\2014\CG141047\Modelling\Land use\Land USe FInal from MPA\150417 Landuse data from MPA Cardno Merged all PSP.xlsm3/06/2015 Page 1
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APPENDIX
E 2046 ULTIMATE OUTPUT VOLUMES
Victorian Integrated Transport Model - South East Growth Corridor Model2 Hrs AM Total Volume Year 2046
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Legend:Centroid ConnectorLocal/Connector RoadHighway/freewayRail Way
211
971006
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115353
2
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100 4
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2 81
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2549
1365 129571
2
10011
3326
2810
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2941472
218
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140677
4
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1342 4230
2812
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23171394
3732
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3020
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11891584
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68132
4238
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3182
3176
11333
16
473
26101413
27124961
26994968
51
32
11333
36814864
228
183 3689
4646
700
881
38
41
72134
91
100
200
274
31762067
3372
3108
36363106
1623
1145
3 46 0
4 32 1
1423
623
4676
32545313
3634678
420
6
258
870
406
293 9157 1
32744528
522
587 33375177
847
326
1014
1899
808
2017
4964
3370
5521
3435
1055
2612 326
14683338
1 63 4
821
999
20191279 744
458
910
486
2160
1747
1180
749
24302184
1371
1399
2140
15123 08
2 16
5111
3416
5415
3628 346 0432 1
496
478
800
298
3 68 9
4 06 7
5185
3454
5099
4012
5314
3525
5428
2995
400
532
5111
4016
5124
3896
3274
4528
5281
4088
4997
4047
25343545
5127
4064
63125
659
8
3325433
4260
4 06 2
4 39 4
5081
3972
36894067
5127
4064
4637
3693
4637
3693
5059
3911
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289
1046
430
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133
Victorian Integrated Transport Model - South East Growth Corridor Model2 Hrs AM Total Volume Year 2046 McPherson PSP
(Licensed to Cardno Victoria Pty Ltd)3/06/2015 O:\ENGTRAFF\Modelling\Strategic Transport Model\VITM2012_V120423_THOMPSONS_v2\Base\CG141047 SE PSP\Y2046\HWY_AM_AFTERTRIPASSIGN_Base.CG141047 SE PSP.Y2046.NET
Legend:Centroid ConnectorLocal/Connector RoadHighway/freewayRail Way
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327
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187
368
162162
3 68
343
289
1046
430
261
133
Victorian Integrated Transport Model - South East Growth Corridor Model2 Hrs AM Total Volume Year 2046 Croskell PSP
(Licensed to Cardno Victoria Pty Ltd)3/06/2015 O:\ENGTRAFF\Modelling\Strategic Transport Model\VITM2012_V120423_THOMPSONS_v2\Base\CG141047 SE PSP\Y2046\HWY_AM_AFTERTRIPASSIGN_Base.CG141047 SE PSP.Y2046.NET
Legend:Centroid ConnectorLocal/Connector RoadHighway/freewayRail Way
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Victorian Integrated Transport Model - South East Growth Corridor Model2 Hrs AM Total Volume Year 2046 Minta Farm PSP
(Licensed to Cardno Victoria Pty Ltd)3/06/2015 O:\ENGTRAFF\Modelling\Strategic Transport Model\VITM2012_V120423_THOMPSONS_v2\Base\CG141047 SE PSP\Y2046\HWY_AM_AFTERTRIPASSIGN_Base.CG141047 SE PSP.Y2046.NET
Legend:Centroid ConnectorLocal/Connector RoadHighway/freewayRail Way
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Victorian Integrated Transport Model - South East Growth Corridor Model2 Hrs PM Total Volume Year 2046
(Licensed to Cardno Victoria Pty Ltd)3/06/2015 O:\ENGTRAFF\Modelling\Strategic Transport Model\VITM2012_V120423_THOMPSONS_v2\Base\CG141047 SE PSP\Y2046\HWY_PM_AFTERTRIPASSIGN_Base.CG141047 SE PSP.Y2046.NET
Legend:Centroid ConnectorLocal/Connector RoadHighway/freewayRail Way
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1101
185
349
Victorian Integrated Transport Model - South East Growth Corridor Model2 Hrs PM Total Volume Year 2046 McPherson PSP
(Licensed to Cardno Victoria Pty Ltd)3/06/2015 O:\ENGTRAFF\Modelling\Strategic Transport Model\VITM2012_V120423_THOMPSONS_v2\Base\CG141047 SE PSP\Y2046\HWY_PM_AFTERTRIPASSIGN_Base.CG141047 SE PSP.Y2046.NET
Legend:Centroid ConnectorLocal/Connector RoadHighway/freewayRail Way
518
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318
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268
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453
425
705
1101
185
349
Victorian Integrated Transport Model - South East Growth Corridor Model2 Hrs PM Total Volume Year 2046 Croskell PSP
(Licensed to Cardno Victoria Pty Ltd)3/06/2015 O:\ENGTRAFF\Modelling\Strategic Transport Model\VITM2012_V120423_THOMPSONS_v2\Base\CG141047 SE PSP\Y2046\HWY_PM_AFTERTRIPASSIGN_Base.CG141047 SE PSP.Y2046.NET
Legend:Centroid ConnectorLocal/Connector RoadHighway/freewayRail Way
1146
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724
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13 2
22 6
323
178
Victorian Integrated Transport Model - South East Growth Corridor Model2 Hrs PM Total Volume Year 2046 Minta Farm PSP
(Licensed to Cardno Victoria Pty Ltd)3/06/2015 O:\ENGTRAFF\Modelling\Strategic Transport Model\VITM2012_V120423_THOMPSONS_v2\Base\CG141047 SE PSP\Y2046\HWY_PM_AFTERTRIPASSIGN_Base.CG141047 SE PSP.Y2046.NET
Legend:Centroid ConnectorLocal/Connector RoadHighway/freewayRail Way
171
269
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378
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Victorian Integrated Transport Model - South East Growth Corridor ModelDaily 2 way Volume Year 2046
(Licensed to Cardno Victoria Pty Ltd)3/06/2015 O:\ENGTRAFF\Modelling\Strategic Transport Model\VITM2012_V120423_THOMPSONS_v2\Base\CG141047 SE PSP\Y2046\HWY_WD_AFTERTRIPASSIGN_Y2046.NET
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Victorian Integrated Transport Model - South East Growth Corridor ModelDaily 1 way Volume Year 2046 McPherson PSP
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Victorian Integrated Transport Model - South East Growth Corridor ModelDaily 1 way Volume Year 2046 Croskell PSP
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Victorian Integrated Transport Model - South East Growth Corridor ModelDaily 1 way Volume Year 2046 Minta Farm PSP
(Licensed to Cardno Victoria Pty Ltd)3/06/2015 O:\ENGTRAFF\Modelling\Strategic Transport Model\VITM2012_V120423_THOMPSONS_v2\Base\CG141047 SE PSP\Y2046\HWY_WD_AFTERTRIPASSIGN_Y2046.NET
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