The TIRTL layer now gives Melbourne a truck-specific movement view
The current enriched TIRTL layer contains 3,134,471,167 vehicle movement records and 159,620,033 truck movement records, with a network-wide truck share of 5.09%.
A Melbourne TIRTL traffic intelligence layer covering 3.13+ billion classified vehicle movement records, 159.6+ million classified truck movement records, truck-share analytics, monitored freight corridor rankings, suburb/locality truck pressure, interactive truck and freight maps, colour-coded charts, data-quality caveats and reproducible analytical outputs.
This Melbourne TIRTL Truck Movement & Freight Intelligence page analyses classified traffic movement records, truck movement records, truck share, freight corridor exposure, heavy-vehicle pressure, suburb truck intensity, interactive truck maps and SCATS + TIRTL transport pressure indicators across Melbourne.
The page is designed for journalists, freight operators, transport planners, councils, road authorities, OOH media analysts, logistics businesses, researchers and members of the public who want to understand where Melbourne truck movement, freight pressure and general traffic pressure overlap.
TIRTL adds the truck-specific and freight-specific layer to Melbourne traffic intelligence. SCATS reveals long-term traffic volume and signalised road pressure, while TIRTL helps identify truck-heavy monitored roads, freight corridors and heavy-vehicle exposure hotspots.
Author: Clarke Towson, BCMS
(Bachelor of Computer & Mathematical Science)
Manager — Spotswood Trailers
Linux Systems Specialist &
Former DST Group High Performance Computing Specialist
Jump straight to the main TIRTL truck movement, truck-share, freight corridor, suburb/locality, map, chart, methodology and download sections.
This page is configured to display live audience reach for journalists, researchers, councils, freight/logistics observers, OOH media, community groups and organisations assessing the public value of the Melbourne TIRTL truck and freight intelligence project.
This section summarises the current Melbourne TIRTL truck movement intelligence layer: truck movement records, total vehicle movement records, network truck share, monitored site-headings, suburbs/localities, and the highest-ranking truck movement records.
M1 West Gate Bridge Outbound (WB) in PORT MELBOURNE records the highest truck movement volume in the current enriched ranking, with 1,279,880 truck movement records from 17,066,572 total vehicle movement records (7.50% truck share). Source site 505 W.
Dohertys Rd (WB) in ALTONA NORTH records the highest truck share in the current enriched ranking, with 22.46% truck share, 354,021 truck movement records and 1,576,084 total vehicle movement records. Source site 264 W.
MULGRAVE ranks highest in the current suburb/locality summary with 18,308,122 truck movement records and 6.47% truck share.
Dohertys Road ranks highest in the Version 1 freight corridor model with a score of 82.38, classified as High freight dependence, with 21.05% truck share and 691,967 truck movement records.
These findings translate the current TIRTL outputs into a journalist-friendly summary: network-scale truck movement records, freight-dependent corridors, truck-share hot spots, suburb/locality summaries, and the future value of combining TIRTL with SCATS.
The current enriched TIRTL layer contains 3,134,471,167 vehicle movement records and 159,620,033 truck movement records, with a network-wide truck share of 5.09%.
Dohertys Road ranks first in the Version 1 freight corridor model, with a Freight Dependence Score of 82.38, a truck share of 21.05%, and 691,967 truck movement records from 3,286,814 vehicle movement records.
M1 West Gate Bridge Outbound (WB) in PORT MELBOURNE records the highest truck movement volume in the enriched top-site ranking, with 1,279,880 truck movement records and 7.50% truck share.
Dohertys Rd (WB) in ALTONA NORTH has the highest truck share in the enriched ranking, with trucks representing 22.46% of movement records.
MULGRAVE ranks first in the suburb/locality truck summary, with 18,308,122 truck movement records from 282,977,913 total vehicle movement records and a truck share of 6.47%.
The current enriched TIRTL output covers 47 Vicmap suburbs/localities, allowing truck movement pressure to be summarised geographically.
The Version 1 freight corridor output identifies 21 inferred monitored corridors. 0 are classified as extreme freight dependence and 9 as high freight dependence.
SCATS can identify total traffic pressure, while TIRTL can identify truck pressure and freight dependence. Together they can support a Melbourne Freight Exposure Index.
Every major TIRTL page should state that vehicle movements and truck movements are sensor passings, not unique vehicle counts.
These story angles translate the Melbourne TIRTL Truck Movement & Freight Intelligence page into journalist-ready ideas: freight corridors, truck-heavy suburbs, bridge dependency, industrial road function, commercial cost pressure, and the public value of turning technical sensor records into readable intelligence.
The goal is to help journalists, editors, producers and researchers quickly identify where the story is, what the evidence hook is, and how to avoid overstating the data.
Possible headline: “The Melbourne industrial road where trucks dominate the traffic mix.”
Why it matters: This is a strong story because it separates freight dependence from ordinary traffic volume. A road can matter commercially because trucks form a very high share of its observed movement records, even if it is not the biggest road by total movement.
Possible headline: “Melbourne’s freeway freight spine hidden in plain sight.”
Why it matters: This story explains why absolute truck movement matters. A road can have a moderate truck percentage but still carry a huge number of truck movement records because total traffic volume is so large.
Possible headline: “The bridge where commuter pressure and freight pressure collide.”
Why it matters: The West Gate Bridge is instantly understandable to the public. Truck movement here is not just a freight story; it is a commuter, port, western suburbs and economic resilience story.
Possible headline: “The Melbourne suburb carrying one of the city’s biggest truck movement loads.”
Why it matters: Suburb-level freight intelligence makes the data local and usable. It lets journalists, councils and businesses move from abstract truck counts to place-based stories.
Possible headline: “The west’s industrial freight roads show why truck share matters.”
Why it matters: This angle helps explain that freight roads are not always the roads with the most total traffic. High truck share can reveal industrial road function and support-service demand.
Possible headline: “From sensor records to freight intelligence: what public data can reveal.”
Why it matters: This is a meta-story about open data. The value is not just the dataset; it is turning hard-to-read technical records into maps, rankings, suburbs, caveats and commercial interpretation.
Possible headline: “The map showing where freight operators may lose time and money.”
Why it matters: This angle is highly practical for industry. Transport operators care about fuel, driver hours, pricing risk, depot location and dead kilometres, not just road volumes.
Possible headline: “Why Melbourne needs both traffic volume and truck movement intelligence.”
Why it matters: This is one of the most important explanatory angles. SCATS shows total traffic pressure. TIRTL shows truck/freight pressure. Together they can distinguish busy commuter corridors from freight-dependent roads.
Possible headline: “Where Melbourne’s truck movement could point to new business opportunities.”
Why it matters: This turns freight data into opportunity intelligence for mechanics, tyre shops, trailer hire, parking, wash bays, yard operators and industrial property observers.
Possible headline: “How to read truck movement data without overstating it.”
Why it matters: This protects credibility. A responsible page should repeatedly explain that TIRTL records are sensor passings or movement records, not unique vehicles.
This section is designed as a story-discovery index. A journalist can start with one angle, jump to the relevant table/map/chart, then use the methodology and caveat sections to explain the data responsibly.
These map products turn the TIRTL truck movement layer into public-facing spatial intelligence: a site-heading truck movement dashboard and a Version 1 freight corridor line map.
These are best opened as full-page maps rather than embedded directly, to keep the main intelligence page fast and stable.
These files support reproducibility, future analysis, journalist data requests and later road-centreline snapping work.
| Rank | Freight corridor | Band | Score | Truck % | Truck movements |
|---|---|---|---|---|---|
| 1 | Dohertys Road | High freight dependence | 82.38 | 21.05% | 691,967 |
| 2 | M1 / Monash Freeway | High freight dependence | 80.71 | 5.43% | 103,233,823 |
| 3 | Fitzgerald Road | High freight dependence | 76.43 | 15.33% | 499,212 |
| 4 | M31 / Hume Freeway | High freight dependence | 75.71 | 9.60% | 1,200,348 |
| 5 | M1 / West Gate Bridge | High freight dependence | 75.48 | 7.55% | 2,286,084 |
| 6 | Princes Freeway | High freight dependence | 73.81 | 4.43% | 23,206,085 |
| 7 | M80 Ring Road | High freight dependence | 72.62 | 5.35% | 13,882,289 |
| 8 | West Gate Tunnel / West Gate Corridor | High freight dependence | 72.38 | 5.96% | 2,854,810 |
This index combines SCATS suburb-level traffic pressure with TIRTL truck/heavy-vehicle movement records to identify where general traffic pressure and freight exposure overlap across Melbourne suburbs/localities.
SCATS helps show total traffic pressure. TIRTL helps show truck and freight pressure. Together, they reveal suburbs where commuter movement, commercial road use and heavy-vehicle exposure may collide.
The Freight Pressure Score is a relative V1 index, not an official government ranking. It combines available SCATS traffic pressure with TIRTL truck movement volume, truck share and monitored coverage. TIRTL records are movement records/passings, not unique vehicles.
This combined Freight Pressure Index joins datasets with different time windows and measurement methods. The SCATS component reflects long-term signalised traffic-volume history across the broader Melbourne SCATS dataset, while the TIRTL component reflects a much shorter recent truck/heavy-vehicle movement window, currently approximately November 2025 to May 2026.
This means the index should be read as a hybrid measure of long-term traffic pressure and recent truck/heavy-vehicle pressure, not as a like-for-like 12-year truck movement history.
Some buses, coaches or other non-freight heavy vehicles may be included depending on vehicle-class grouping, location and classification conditions. The Freight Pressure Score is a relative analytical index for story discovery, commercial context and suburb comparison. It is not an official road authority ranking, not a precise congestion-cost estimate and not a perfect measure of freight-only activity.
Suburbs where general traffic pressure and truck/heavy-vehicle movement both stand out.
Suburbs where the freight/heavy-vehicle signal is stronger than the general traffic signal.
Suburbs where SCATS-style total traffic pressure stands out more than TIRTL truck pressure.
Use this as a lead-generation file for local stories, route questions, depot planning and freight exposure analysis.
| Rank | Suburb / Locality | Freight Pressure Score | Pressure Label | Traffic vs Freight Balance | SCATS Movements | TIRTL Truck Movements | TIRTL Truck % | Story Hook |
|---|---|---|---|---|---|---|---|---|
| 1 | MOUNT WAVERLEY | 73.23 | Very high combined pressure | High total traffic + high truck pressure | 382,225,168 | 16,215,466 | 6.52% | MOUNT WAVERLEY appears as a combined pressure suburb where general traffic and truck/heavy-vehicle exposure overlap. |
| 2 | MULGRAVE | 68.64 | High combined pressure | Truck-heavy / freight-led pressure | 279,258,019 | 18,308,122 | 6.47% | MULGRAVE appears more freight-led than commuter-led, with truck/heavy-vehicle pressure standing out against total traffic context. |
| 3 | BERWICK | 60.15 | High combined pressure | General traffic / commuter-led pressure | 403,914,281 | 8,650,475 | 4.53% | BERWICK appears more commuter/general-traffic pressured than freight-led in the current combined index. |
| 4 | EPPING | 58.76 | High combined pressure | High total traffic + high truck pressure | 542,036,106 | 1,200,348 | 9.60% | EPPING appears as a combined pressure suburb where general traffic and truck/heavy-vehicle exposure overlap. |
| 5 | WERRIBEE | 51.97 | Moderate combined pressure | General traffic / commuter-led pressure | 411,893,530 | 4,896,871 | 5.44% | WERRIBEE appears more commuter/general-traffic pressured than freight-led in the current combined index. |
| 6 | DANDENONG NORTH | 51.89 | Moderate combined pressure | Truck-heavy / freight-led pressure | 148,784,621 | 13,895,561 | 5.16% | DANDENONG NORTH appears more freight-led than commuter-led, with truck/heavy-vehicle pressure standing out against total traffic context. |
| 7 | POINT COOK | 44.09 | Moderate combined pressure | Lower combined traffic and freight pressure | 283,994,910 | 6,284,582 | 4.48% | POINT COOK is lower priority in the current combined freight pressure index. |
| 8 | GLEN WAVERLEY | 43.35 | Moderate combined pressure | Lower combined traffic and freight pressure | 316,595,328 | 4,525,206 | 6.55% | GLEN WAVERLEY is lower priority in the current combined freight pressure index. |
| 9 | NARRE WARREN | 42.97 | Moderate combined pressure | Lower combined traffic and freight pressure | 237,567,205 | 7,555,471 | 3.88% | NARRE WARREN is lower priority in the current combined freight pressure index. |
| 10 | PAKENHAM | 39.17 | Lower combined pressure | Lower combined traffic and freight pressure | 229,570,575 | 4,037,380 | 6.52% | PAKENHAM is lower priority in the current combined freight pressure index. |
| 11 | BUNDOORA | 38.69 | Lower combined pressure | General traffic / commuter-led pressure | 520,482,695 | 115,599 | 1.16% | BUNDOORA appears more commuter/general-traffic pressured than freight-led in the current combined index. |
| 12 | DANDENONG | 37.96 | Lower combined pressure | General traffic / commuter-led pressure | 492,308,877 | 52,905 | 1.01% | DANDENONG appears more commuter/general-traffic pressured than freight-led in the current combined index. |
Ranks suburbs by combined SCATS + TIRTL Freight Pressure Score V1.
Shows whether suburbs are commuter-led, freight-led, high pressure on both, or lower pressure on both.
Combined SCATS + TIRTL suburb-level freight pressure index.
Download CSVMachine-readable version for maps, dashboards and future pages.
Download JSONThis interactive Google Map turns the SCATS vs TIRTL pressure quadrant into geography. Each suburb/locality marker is coloured by whether it is high traffic + high truck pressure, freight-led, commuter-led, or lower combined pressure.
The map lets journalists, transport managers, commuters and planners see where Melbourne’s general traffic pressure and truck/heavy-vehicle exposure overlap.
Mapped suburb/locality markers using SCATS + TIRTL pressure outputs.
Worst broad network time for freight-exposed movement in the V1 public timing layer.
Best broad quiet window to avoid general traffic and freight-exposed road pressure.
Top mapped suburb/locality by the current SCATS + TIRTL Freight Pressure Index.
This section combines SCATS time-of-day traffic pressure with TIRTL truck/heavy-vehicle and freight exposure to estimate where and when moving freight is likely to be most operationally expensive.
It is designed for transport operators, dispatchers, depot planners, journalists, commuters and freight-adjacent businesses who need to understand timing risk, not just where trucks move.
The V1 model treats PM peak around 17:15 as the highest-risk general traffic window for freight-exposed movement.
The quietest broad road-network window is generally overnight / very early morning around 03:00, subject to curfews, safety, fatigue rules and access restrictions.
time_bin_profile.csv
using time field time_bin and volume field month_time_bin_volume.
Identifies suburbs where combined traffic and truck exposure make peak-period freight movement riskier.
Identifies corridors where freight-money pressure and SCATS timing pressure combine into route-pricing risk.
Use this to compare delivery windows, customer promises, route pricing, depot timing and driver-hour exposure.
Use this to understand when leaving home or work is more likely to place you in the highest-pressure truck and traffic mix.
| Rank | Suburb / Locality | Timing Risk Score | Risk Label | Worst 15-min Bin | Window | Best General Bin | TIRTL Truck Movements | TIRTL Truck % | Operator Guidance |
|---|---|---|---|---|---|---|---|---|---|
| 1 | MOUNT WAVERLEY | 73.41 | Very high freight timing risk | 17:15 | PM peak | 03:00 | 16,215,466 | 6.52% | MOUNT WAVERLEY: avoid or price carefully around PM peak (17:15 and nearby bins) where possible. For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer delivery windows, fatigue rules and local access restrictions. |
| 2 | MULGRAVE | 68.03 | High freight timing risk | 17:15 | PM peak | 03:00 | 18,308,122 | 6.47% | MULGRAVE: avoid or price carefully around PM peak (17:15 and nearby bins) where possible. For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer delivery windows, fatigue rules and local access restrictions. |
| 3 | EPPING | 64.35 | High freight timing risk | 17:15 | PM peak | 03:00 | 1,200,348 | 9.60% | EPPING: avoid or price carefully around PM peak (17:15 and nearby bins) where possible. For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer delivery windows, fatigue rules and local access restrictions. |
| 4 | BERWICK | 59.61 | High freight timing risk | 17:15 | PM peak | 03:00 | 8,650,475 | 4.53% | BERWICK: avoid or price carefully around PM peak (17:15 and nearby bins) where possible. For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer delivery windows, fatigue rules and local access restrictions. |
| 5 | WERRIBEE | 53.74 | Moderate freight timing risk | 17:15 | PM peak | 03:00 | 4,896,871 | 5.44% | WERRIBEE: avoid or price carefully around PM peak (17:15 and nearby bins) where possible. For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer delivery windows, fatigue rules and local access restrictions. |
| 6 | DANDENONG NORTH | 48.66 | Moderate freight timing risk | 17:15 | PM peak | 03:00 | 13,895,561 | 5.16% | DANDENONG NORTH: avoid or price carefully around PM peak (17:15 and nearby bins) where possible. For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer delivery windows, fatigue rules and local access restrictions. |
| 7 | GLEN WAVERLEY | 45.86 | Moderate freight timing risk | 17:15 | PM peak | 03:00 | 4,525,206 | 6.55% | GLEN WAVERLEY: avoid or price carefully around PM peak (17:15 and nearby bins) where possible. For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer delivery windows, fatigue rules and local access restrictions. |
| 8 | POINT COOK | 44.06 | Moderate freight timing risk | 17:15 | PM peak | 03:00 | 6,284,582 | 4.48% | POINT COOK: avoid or price carefully around PM peak (17:15 and nearby bins) where possible. For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer delivery windows, fatigue rules and local access restrictions. |
| Rank | Corridor | Timing Risk Score | Risk Label | Worst 15-min Bin | Window | Best General Bin | Truck Movements | Truck % | Operator Guidance |
|---|---|---|---|---|---|---|---|---|---|
| 1 | M1 / Monash Freeway Freeway / motorway corridor |
83.49 | Very high freight timing risk | 17:15 | PM peak | 03:00 | 103,233,823 | 5.43% | M1 / Monash Freeway: price and schedule carefully around PM peak (17:15 and nearby bins). For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer windows, fatigue rules and route constraints. |
| 2 | Princes Freeway Freeway / motorway corridor |
32.82 | Lower freight timing risk | 17:15 | PM peak | 03:00 | 23,206,085 | 4.43% | Princes Freeway: price and schedule carefully around PM peak (17:15 and nearby bins). For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer windows, fatigue rules and route constraints. |
| 3 | Dohertys Road Industrial / freight arterial |
30.66 | Lower freight timing risk | 17:15 | PM peak | 03:00 | 691,967 | 21.05% | Dohertys Road: price and schedule carefully around PM peak (17:15 and nearby bins). For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer windows, fatigue rules and route constraints. |
| 4 | M80 Ring Road Freeway / motorway corridor |
26.96 | Lower freight timing risk | 17:15 | PM peak | 03:00 | 13,882,289 | 5.35% | M80 Ring Road: price and schedule carefully around PM peak (17:15 and nearby bins). For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer windows, fatigue rules and route constraints. |
| 5 | Fitzgerald Road Industrial / freight arterial |
23.80 | Lower freight timing risk | 17:15 | PM peak | 03:00 | 499,212 | 15.33% | Fitzgerald Road: price and schedule carefully around PM peak (17:15 and nearby bins). For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer windows, fatigue rules and route constraints. |
| 6 | M31 / Hume Freeway Freeway / motorway corridor |
22.88 | Lower freight timing risk | 17:15 | PM peak | 03:00 | 1,200,348 | 9.60% | M31 / Hume Freeway: price and schedule carefully around PM peak (17:15 and nearby bins). For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer windows, fatigue rules and route constraints. |
| 7 | M8 / Western Freeway Freeway / motorway corridor |
22.74 | Lower freight timing risk | 17:15 | PM peak | 03:00 | 481,105 | 10.55% | M8 / Western Freeway: price and schedule carefully around PM peak (17:15 and nearby bins). For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer windows, fatigue rules and route constraints. |
| 8 | Tullamarine Freeway Freeway / motorway corridor |
22.04 | Lower freight timing risk | 17:15 | PM peak | 03:00 | 9,175,148 | 3.52% | Tullamarine Freeway: price and schedule carefully around PM peak (17:15 and nearby bins). For general road-network exposure, overnight / very early morning around 03:00 is likely the lowest-pressure window, subject to curfews, customer windows, fatigue rules and route constraints. |
Ranks suburbs/localities by V1 freight timing risk using SCATS timing pressure and TIRTL freight exposure.
Ranks corridors by V1 freight timing risk using SCATS timing pressure and TIRTL corridor freight-money pressure.
Suburb/locality timing-risk index for freight-exposed movement.
Download CSVCorridor timing-risk index for freight-exposed movement.
Download CSVThese case-study sections show how the Melbourne TIRTL and SCATS intelligence platform can respond to live community, council and media questions using verified analytical outputs, local signal-site movement data, corridor freight context, maps, caveats and downloadable evidence files.
A dedicated SCATS + TIRTL evidence page testing local concerns that West Gate Tunnel traffic changes are affecting Kensington, Macaulay Road, Epsom Road and nearby inner-north-west streets. This page turns a live community issue into a structured evidence pack: local SCATS movement changes, West Gate Bridge TIRTL freight context, map outputs, caveats and downloads.
The strongest public conclusion is that Kensington shows an uneven redistribution pattern: some Macaulay, Kensington and Epsom-related SCATS sites rose sharply year-on-year, while other nearby sites fell. That makes the City of Melbourne's no-truck-zone investigation and local resident concerns highly testable with further vehicle-classification data.
A focused SCATS map for monitored Williamstown Road-related signal sites in Yarraville and Seddon. It supports the broader West Gate Tunnel impact work by showing where local signal-site traffic increased, decreased or stayed roughly flat in the Jan-Mar 2025 vs Jan-Mar 2026 comparison window.
Need a specific suburb, road, corridor, freight route, intersection, truck-pressure question, post-project comparison, or community traffic issue analysed? Custom SCATS + TIRTL reports are available on a fixed-fee, payment-upfront basis.
Identify traffic movement patterns, busiest sites, time-of-day pressure, changes over time, and where a suburb sits in the broader Melbourne network.
Examine available TIRTL truck-share, truck-volume, corridor, freight-timing and heavy-vehicle exposure indicators for a road, suburb or industrial area.
Test whether available SCATS or TIRTL outputs show movement changes before and after a road project, tunnel opening, traffic change, local restriction, event or planning decision.
Produce a clear evidence pack for residents, community associations, local media or councils, including what the data supports, what it does not prove, and what further data should be requested.
Assess high-exposure roads, intersections, corridors, suburb movement pressure and traffic-based site value for outdoor advertising, roadside property or commercial site-selection questions.
Analyse worst movement windows, freight-pressure areas, truck-heavy suburbs, corridor friction, and operational timing questions using available SCATS + TIRTL evidence layers.
| Package | Fee | Typical turnaround | Includes | Best suited to |
|---|---|---|---|---|
| Rapid Evidence Brief | $495 AUD | 3 business days | One focused question, short written answer, relevant tables/figures where available, source-file references, caveats and next-data-needed notes. | Residents, community groups, journalists, local businesses. |
| Standard Traffic Intelligence Report | $1,495 AUD | 5 business days | Deeper analysis with written findings, charts, tables, map references, before/after comparisons where available, downloadable evidence paths and public-safe wording. | Councils, media, planning discussions, community campaigns, small commercial users. |
| Priority / Commercial Report | $3,950 AUD | 7 business days | Priority review, broader SCATS + TIRTL evidence search, commercial framing, location/corridor analysis, public or internal summary, and optional follow-up discussion. | OOH media, freight/logistics, property, infrastructure, commercial strategy, legal/planning prep. |
To request a custom report, describe the suburb, road, intersection, corridor or traffic question you want analysed. Include any relevant dates, roads, screenshots, council issue, media article, planning question or commercial use case.
This section identifies proposed public monitoring screenlines for measuring West Gate Tunnel truck uptake, West Gate Bridge comparison traffic, port connector use, city-end dispersal and inner-west no-truck-zone accountability. V2 adds supplied West Gate Tunnel endpoint anchors and compares each proposed screenline against the nearest existing TIRTL sensor.
| ID | Screenline | Priority | Road / connector | Type | Coverage status | Nearest TIRTL | Distance km |
|---|---|---|---|---|---|---|---|
| WGT-SCR-001 | Westbound tunnel exit / western portal screenline | Essential | West Gate Freeway / western route transition | Portal / endpoint | Likely missing public TIRTL coverage | 252 | 1.726 |
| WGT-SCR-002 | Eastbound tunnel entry near Williamstown Road screenline | Essential | West Gate Freeway near Williamstown Road | Portal entry | Likely missing public TIRTL coverage | 532 | 2.063 |
| WGT-SCR-003 | Heavy commercial vehicle toll / tunnel-use screenline | Essential | West Gate Freeway between Millers Road and Williamstown Road | HCV toll and tunnel-use accountability | Likely missing public TIRTL coverage | 252 | 2.511 |
| WGT-SCR-004 | West Gate Bridge comparison screenline | Essential | West Gate Bridge / West Gate Freeway | Bridge vs tunnel comparison | Existing TIRTL appears to cover this exact/nearby screenline | 504 | 0.000 |
| WGT-SCR-006 | Williamstown Road residential exposure screenline | Essential | Williamstown Road | Community exposure | Partial nearby coverage only | 532 | 1.084 |
| WGT-SCR-007 | Millers Road / Blackshaws Road freight exposure screenline | Essential | Millers Road / Blackshaws Road | Community exposure / western industrial access | Likely missing public TIRTL coverage | 252 | 1.622 |
| WGT-SCR-008 | Francis Street no-truck-zone accountability screenline | Essential | Francis Street | No-truck-zone accountability | Partial nearby coverage only | 532 | 0.819 |
| WGT-SCR-009 | Somerville Road no-truck-zone accountability screenline | Essential | Somerville Road | No-truck-zone accountability | Partial nearby coverage only | 533 | 0.979 |
| WGT-SCR-010 | Northern portal / Whitehall Street–Youell Street screenline | Essential | Whitehall Street / Youell Street / Yarraville portal area | Portal / local interface | Nearby TIRTL exists but may not answer the screenline question | 533 | 0.396 |
| WGT-SCR-011 | Eastern tunnel portal / Footscray transition screenline | Essential | Footscray / Maribyrnong River side | Portal exit / entry transition | Nearby TIRTL exists but may not answer the screenline question | 522 | 0.518 |
| WGT-SCR-012 | MacKenzie Road / Coode Island / Swanson Dock connector screenline | Essential | MacKenzie Road / Footscray Road / port connector | Port connector | Partial nearby coverage only | 522 | 1.207 |
| WGT-SCR-015 | Footscray Road / Appleton Dock / CityLink split screenline | Essential | Footscray Road / Appleton Dock Road / CityLink split | Port and CityLink split | Likely missing public TIRTL coverage | 522 | 1.926 |
| WGT-SCR-019 | Dynon Road eastern terminus screenline | Essential | Dynon Road | Eastern terminus | Likely missing public TIRTL coverage | 522 | 2.564 |
| WGT-SCR-005 | Hyde Street dangerous-goods / freight-ramp screenline | High | Hyde Street / freeway ramp interface | Industrial freight access | Nearby TIRTL exists but may not answer the screenline question | 505 | 0.513 |
| WGT-SCR-013 | Maribyrnong River bridge screenline | High | Maribyrnong River bridge / elevated road | River crossing / system throughput | Partial nearby coverage only | 522 | 0.774 |
| WGT-SCR-014 | Footscray Road westbound entrance screenline | High | Footscray Road | City/port connector | Partial nearby coverage only | 522 | 1.450 |
| WGT-SCR-016 | CityLink / Bolte Bridge connector screenline | High | CityLink / Bolte Bridge connector | Route-choice connector | Likely missing public TIRTL coverage | 522 | 2.128 |
| WGT-SCR-017 | Footscray Road eastbound city dispersal screenline | High | Footscray Road eastbound | City-end dispersal | Likely missing public TIRTL coverage | 522 | 2.412 |
| WGT-SCR-018 | Wurundjeri Way connector screenline | High | Wurundjeri Way | City access connector | Likely missing public TIRTL coverage | 522 | 2.714 |
This new interactive map turns the latest pressure-wave script run into a geographic view of candidate SCATS pressure points whose signal-level congestion historically appears before later West Gate Bridge TIRTL speed-flow pressure. It sits naturally after the broader SCATS + TIRTL pressure quadrant map because it moves from network pressure to likely upstream propagation candidates.
Highest queue-origin candidate score in the embedded hotspot map.
Map-score layer used for marker size, marker colour and the hotspot list.
Candidate intersections where signal pressure may precede freeway stress.
Use as a lead-generation and investigation layer, not as a live causal model.
This new layer joins upstream SCATS signal pressure with downstream TIRTL speed-flow pressure on the West Gate Bridge. It tests whether pressure at signalised intersections tends to appear before freeway speed-flow pressure at 15, 30, 45 and 60-minute lags. The result is a candidate map of where congestion waves may be starting before they appear as freeway pressure.
Answered / lag association candidate
Tests whether SCATS pressure tends to precede TIRTL pressure at 15, 30, 45 and 60-minute lags. This is association, not proven causality.
signal_to_freeway_lag_profiles_v1.csv
Answered / candidate origin proxy
Ranks candidate SCATS sites whose pressure most strongly precedes TIRTL speed-flow pressure.
queue_origin_candidate_sites_v1.csv
Answered / candidate origin proxy
Uses lagged SCATS pressure to identify possible queue-origin sites.
queue_origin_candidate_sites_v1.csv
Partial / distance proxy
Uses distance between candidate SCATS sites and TIRTL sensors as an approximate propagation-distance proxy, not measured physical queue length.
upstream_queue_propagation_candidates_v1.csv
Partial / proxy
Ranks candidate intersections by propagation score and distance proxy. This does not measure actual queue length.
longest_queue_generating_intersections_proxy_v1.csv
This heatmap converts the TIRTL 15-minute pressure layer into a simple operational view: darker/hotter cells indicate periods where volume pressure and low-speed pressure combine into higher freeway stress.
Highest-ranked upstream SCATS sites where signal pressure tends to precede West Gate Bridge TIRTL pressure at the tested lag windows.
| SCATS site | TIRTL direction | Best lag | Distance | Observations | Pressure corr. | Pressure lift | Candidate score |
|---|---|---|---|---|---|---|---|
| WHITEHALL/SOMERVILLE | West Gate Bridge inbound E inbound E | 15 min | 1,806 m | 12,772 | 0.80 | 17.62 | 89.50 |
| COOK/SALMON/WESTGATE FWY ENTRANCE | West Gate Bridge outbound W outbound W | 45 min | 1,997 m | 12,817 | 0.76 | 15.35 | 85.84 |
| WHITEHALL NR FREDERICK | West Gate Bridge inbound E inbound E | 15 min | 1,213 m | 12,772 | 0.76 | 16.36 | 82.24 |
| FOOTSCRAY/MARKET GATE 1. | West Gate Bridge outbound W outbound W | 45 min | 3,070 m | 12,817 | 0.80 | 14.67 | 81.18 |
| FRANCIS/WHITEHALL | West Gate Bridge inbound E inbound E | 15 min | 998 m | 12,772 | 0.75 | 16.36 | 80.37 |
| HYDE/FRANCIS | West Gate Bridge inbound E inbound E | 15 min | 1,091 m | 12,772 | 0.78 | 16.22 | 79.89 |
| WHITEHALL NR FREDERICK | West Gate Bridge outbound W outbound W | 45 min | 1,202 m | 12,817 | 0.82 | 15.05 | 79.48 |
| TODD/WEBB DOCK/WESTGATE WB RAMPS | West Gate Bridge outbound W outbound W | 60 min | 1,211 m | 12,817 | 0.82 | 15.50 | 79.00 |
| WHITEHALL NR HALL | West Gate Bridge inbound E inbound E | 15 min | 1,558 m | 12,772 | 0.70 | 16.54 | 78.91 |
| FOOTSCRAY/MARKET GATE 2 | West Gate Bridge outbound W outbound W | 45 min | 3,126 m | 12,817 | 0.78 | 14.67 | 78.66 |
| WHITEHALL/SOMERVILLE | West Gate Bridge outbound W outbound W | 45 min | 1,796 m | 12,817 | 0.81 | 14.86 | 77.57 |
| SOMERVILLE/HYDE | West Gate Bridge inbound E inbound E | 15 min | 1,861 m | 12,772 | 0.78 | 16.36 | 75.65 |
Candidate intersections whose pressure patterns most strongly precede freeway speed-flow pressure. Whitehall / Somerville, Whitehall near Frederick and Francis / Whitehall are especially prominent in this run.
| Candidate origin site | Best lag | Best distance | Observations | Pressure corr. | Low-speed corr. | Pressure lift | Origin score |
|---|---|---|---|---|---|---|---|
| WHITEHALL/SOMERVILLE | 15 min | 1,796 m | 12,817 | 0.81 | 0.35 | 17.62 | 97.50 |
| WHITEHALL NR FREDERICK | 15 min | 1,202 m | 12,817 | 0.82 | 0.31 | 16.36 | 93.05 |
| FRANCIS/WHITEHALL | 15 min | 986 m | 12,817 | 0.78 | 0.29 | 16.36 | 92.52 |
| HYDE/FRANCIS | 15 min | 1,077 m | 12,817 | 0.81 | 0.27 | 16.22 | 91.75 |
| WHITEHALL NR HALL | 15 min | 1,547 m | 12,817 | 0.70 | 0.31 | 16.54 | 90.08 |
| FRANCIS/STEPHEN | 15 min | 1,198 m | 12,817 | 0.82 | 0.24 | 15.24 | 85.33 |
| COOK/SALMON/WESTGATE FWY ENTRANCE | 45 min | 1,997 m | 12,817 | 0.76 | 0.31 | 15.35 | 71.63 |
| TODD/WEBB DOCK/WESTGATE WB RAMPS | 60 min | 1,211 m | 12,817 | 0.82 | 0.24 | 15.50 | 69.84 |
| Todd Road/Webb Dock Drive/Cook Street | 60 min | 1,048 m | 12,817 | 0.79 | 0.21 | 15.10 | 67.05 |
| SOMERVILLE/HYDE | 15 min | 1,861 m | 12,772 | 0.78 | 0.27 | 16.36 | 66.78 |
| WILLIAMSTOWN/TODD | 60 min | 1,444 m | 12,817 | 0.81 | 0.23 | 14.84 | 65.74 |
| FRANCIS NR BALLARAT | 15 min | 1,410 m | 12,772 | 0.75 | 0.24 | 15.63 | 65.51 |
A proxy ranking for intersections that may be associated with longer upstream/downstream queue effects, using lag association, distance and pressure-lift behaviour rather than measured physical queue length.
| Intersection proxy | Best lag | Max candidate distance | TIRTL directions | Pressure corr. | Pressure lift | Origin score | Long-queue proxy |
|---|---|---|---|---|---|---|---|
| WHITEHALL/SOMERVILLE | 15 min | 1,806 m | 2.00 | 0.81 | 17.62 | 97.50 | 73.75 |
| PHW/SOMERVILLE/ROBERTS | 15 min | 3,491 m | 1.00 | 0.80 | 16.89 | 61.95 | 67.05 |
| MONTAGUE/NORMANBY/MUNRO | 45 min | 4,230 m | 1.00 | 0.82 | 15.13 | 49.73 | 66.48 |
| WHITEHALL NR HALL | 15 min | 1,558 m | 2.00 | 0.70 | 16.54 | 90.08 | 65.85 |
| FOOTSCRAY/MARKET GATE 1. | 45 min | 3,070 m | 1.00 | 0.80 | 14.67 | 64.45 | 64.24 |
| WHITEHALL NR FREDERICK | 15 min | 1,213 m | 2.00 | 0.82 | 16.36 | 93.05 | 64.20 |
| FOOTSCRAY/MARKET GATE 2 | 45 min | 3,126 m | 1.00 | 0.78 | 14.67 | 62.66 | 63.59 |
| HYDE/FRANCIS | 15 min | 1,091 m | 2.00 | 0.81 | 16.22 | 91.75 | 61.97 |
| WESTGATE FWY WB/MONTAGUE | 45 min | 4,036 m | 1.00 | 0.80 | 14.66 | 46.07 | 61.81 |
| BAY/BRIDGE | 60 min | 3,885 m | 1.00 | 0.76 | 13.95 | 48.29 | 61.74 |
| FRANCIS/WHITEHALL | 15 min | 998 m | 2.00 | 0.78 | 16.36 | 92.52 | 61.51 |
| FRANCIS/STEPHEN | 15 min | 1,214 m | 2.00 | 0.82 | 15.24 | 85.33 | 58.80 |
Best lag, pressure correlation, lift and candidate score for each SCATS/TIRTL pair.
Download CSVFull lag-profile output across 15, 30, 45 and 60-minute tests.
Download CSVRanked SCATS sites whose pressure most strongly precedes downstream freeway pressure.
Download CSVProxy layer for identifying likely long-queue generating intersections.
Download CSV15-minute direction-level TIRTL volume, speed, truck share and combined pressure score.
Download CSVJSON audit note describing source tables, lag windows, row counts and interpretation caveat.
Download JSONThis section uses existing SCATS + TIRTL summary layers to identify candidate strategic pressure points, future bottleneck locations, congestion-multiplier candidates and resilience-under-load proxy locations.
This is a proxy and candidate layer. It does not prove causality, measure queue length, or predict live network failure. It identifies places where multiple independent pressure signals overlap.
High total traffic + high truck pressure. Proxy score from existing SCATS + TIRTL summary layers.
Candidate only. This is not a live failure prediction.
Where combined pressure indicators suggest possible congestion-multiplier behaviour.
Higher resilience score means lower overload risk under the current proxy model.
Lower resilience means higher overload pressure in the current proxy model.
Ranked using freight-money, truck movement, truck share and timing-risk indicators.
Red and orange show the strongest combined pressure signals.
Candidate locations where overload pressure appears strongest under the proxy model.
Warm colours identify candidate multiplier locations requiring validation.
Shows whether pressure is general traffic-led, freight-led, or high on both signals.
Blue is cooler/lower; amber, orange and red indicate higher pressure or risk.
Freight corridors ranked by strategic pressure indicators.
Red/orange identifies places with higher overload-risk proxy values.
Green identifies places that appear more resilient under this proxy model.
These are the strongest combined suburb/locality pressure candidates using SCATS pressure, TIRTL truck pressure, freight timing risk, truck share and freight-money indicators.
| Strategic Rank | Suburb Locality | Strategic Pressure Score | Failure First Proxy Score | Congestion Multiplier Proxy Score | Resilience Proxy Score | Pressure Point Type | Proxy Confidence | Worst Time Window | Best General Window |
|---|---|---|---|---|---|---|---|---|---|
| 1.0 | MOUNT WAVERLEY | 84.1 | 84.5 | 85.7 | 0.0 | High total traffic + high truck pressure | Higher | PM peak | Overnight / very early morning |
| 2.0 | MULGRAVE | 81.7 | 83.4 | 81.5 | 2.8 | Truck-heavy / freight-led pressure | Higher | PM peak | Overnight / very early morning |
| 3.0 | EPPING | 70.2 | 84.5 | 70.9 | 11.3 | Commuter / general traffic-led pressure | Higher | PM peak | Overnight / very early morning |
| 4.0 | BERWICK | 65.4 | 65.7 | 67.3 | 22.8 | Commuter / general traffic-led pressure | Higher | PM peak | Overnight / very early morning |
| 5.0 | DANDENONG NORTH | 60.4 | 61.7 | 58.2 | 29.5 | Commercial freight pressure candidate | Higher | PM peak | Overnight / very early morning |
| 6.0 | WERRIBEE | 58.0 | 63.2 | 59.8 | 29.8 | Commuter / general traffic-led pressure | Higher | PM peak | Overnight / very early morning |
| 7.0 | GLEN WAVERLEY | 51.7 | 57.0 | 51.7 | 37.9 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 8.0 | POINT COOK | 49.3 | 50.1 | 49.8 | 42.6 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 9.0 | KEILOR EAST | 47.5 | 53.3 | 43.2 | 43.9 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 10.0 | NARRE WARREN | 47.4 | 45.8 | 47.7 | 46.0 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 11.0 | PAKENHAM | 46.4 | 49.6 | 44.2 | 45.8 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 12.0 | ALTONA NORTH | 44.0 | 51.1 | 39.0 | 47.7 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 13.0 | PORT MELBOURNE | 41.7 | 47.3 | 38.2 | 50.8 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 14.0 | CHADSTONE | 40.6 | 48.2 | 35.8 | 51.6 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 15.0 | WHEELERS HILL | 39.4 | 44.4 | 36.8 | 53.7 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 16.0 | BUNDOORA | 37.8 | 47.9 | 46.1 | 50.8 | Commuter / general traffic-led pressure | Higher | PM peak | Overnight / very early morning |
| 17.0 | BROOKLYN | 37.6 | 41.7 | 34.5 | 56.4 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 18.0 | THOMASTOWN | 37.2 | 40.6 | 38.0 | 56.2 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 19.0 | DANDENONG | 37.0 | 45.6 | 44.3 | 52.6 | Commuter / general traffic-led pressure | Higher | PM peak | Overnight / very early morning |
| 20.0 | FAWKNER | 36.9 | 40.9 | 34.0 | 57.2 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 21.0 | OFFICER | 35.9 | 38.9 | 32.4 | 59.0 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 22.0 | BALLAN | 32.6 | 46.7 | 23.8 | 59.6 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 23.0 | LAVERTON NORTH | 32.5 | 36.1 | 28.8 | 63.0 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 24.0 | AIRPORT WEST | 29.2 | 31.1 | 26.4 | 67.5 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
| 25.0 | ENDEAVOUR HILLS | 28.0 | 30.8 | 26.2 | 68.3 | Moderate combined pressure | Higher | PM peak | Overnight / very early morning |
These are not live predictions. They are locations where the current summary-layer model sees strong pressure, timing-risk and overload-risk signals.
| Strategic Rank | Suburb Locality | Failure First Proxy Score | Strategic Pressure Score | Freight Timing Risk Score | Scats Pressure Score | Tirtl Truck Pressure Score | Pressure Point Type | Proxy Confidence |
|---|---|---|---|---|---|---|---|---|
| 1.0 | MOUNT WAVERLEY | 84.5 | 84.1 | 73.4 | 70.5 | 78.1 | High total traffic + high truck pressure | Higher |
| 3.0 | EPPING | 84.5 | 70.2 | 64.3 | 100.0 | 35.7 | Commuter / general traffic-led pressure | Higher |
| 2.0 | MULGRAVE | 83.4 | 81.7 | 68.0 | 51.5 | 85.4 | Truck-heavy / freight-led pressure | Higher |
| 4.0 | BERWICK | 65.7 | 65.4 | 59.6 | 74.5 | 44.1 | Commuter / general traffic-led pressure | Higher |
| 6.0 | WERRIBEE | 63.2 | 58.0 | 53.7 | 76.0 | 34.0 | Commuter / general traffic-led pressure | Higher |
| 5.0 | DANDENONG NORTH | 61.7 | 60.4 | 48.7 | 27.4 | 65.0 | Commercial freight pressure candidate | Higher |
| 7.0 | GLEN WAVERLEY | 57.0 | 51.7 | 45.9 | 58.4 | 36.6 | Moderate combined pressure | Higher |
| 9.0 | KEILOR EAST | 53.3 | 47.5 | 36.7 | 23.9 | 47.0 | Moderate combined pressure | Higher |
| 12.0 | ALTONA NORTH | 51.1 | 44.0 | 34.8 | 32.7 | 34.0 | Moderate combined pressure | Higher |
| 8.0 | POINT COOK | 50.1 | 49.3 | 44.1 | 52.4 | 35.5 | Moderate combined pressure | Higher |
| 11.0 | PAKENHAM | 49.6 | 46.4 | 39.3 | 42.4 | 34.8 | Moderate combined pressure | Higher |
| 14.0 | CHADSTONE | 48.2 | 40.6 | 30.0 | 9.6 | 47.3 | Moderate combined pressure | Higher |
| 16.0 | BUNDOORA | 47.9 | 37.8 | 43.8 | 96.0 | 1.6 | Commuter / general traffic-led pressure | Higher |
| 13.0 | PORT MELBOURNE | 47.3 | 41.7 | 34.1 | 34.9 | 32.2 | Moderate combined pressure | Higher |
| 22.0 | BALLAN | 46.7 | 32.6 | 21.1 | 0.0 | 36.5 | Moderate combined pressure | Higher |
| 10.0 | NARRE WARREN | 45.8 | 47.4 | 41.8 | 43.8 | 37.8 | Moderate combined pressure | Higher |
| 19.0 | DANDENONG | 45.6 | 37.0 | 41.9 | 90.8 | 0.8 | Commuter / general traffic-led pressure | Higher |
| 15.0 | WHEELERS HILL | 44.4 | 39.4 | 31.9 | 27.7 | 35.9 | Moderate combined pressure | Higher |
| 17.0 | BROOKLYN | 41.7 | 37.6 | 30.4 | 32.2 | 28.0 | Moderate combined pressure | Higher |
| 20.0 | FAWKNER | 40.9 | 36.9 | 30.0 | 28.0 | 30.6 | Moderate combined pressure | Higher |
Candidate multiplier locations are where general traffic pressure, truck pressure and freight timing risk overlap.
| Strategic Rank | Suburb Locality | Congestion Multiplier Proxy Score | Strategic Pressure Score | Scats Pressure Score | Tirtl Truck Pressure Score | Freight Timing Risk Score | Pressure Point Type | Public Summary |
|---|---|---|---|---|---|---|---|---|
| 1.0 | MOUNT WAVERLEY | 85.7 | 84.1 | 70.5 | 78.1 | 73.4 | High total traffic + high truck pressure | MOUNT WAVERLEY appears as a High total traffic + high truck pressure with SCATS pressure 70.5, TIRTL truck pressure 78.1, and strategic pressure score 84.1. |
| 2.0 | MULGRAVE | 81.5 | 81.7 | 51.5 | 85.4 | 68.0 | Truck-heavy / freight-led pressure | MULGRAVE appears as a Truck-heavy / freight-led pressure with SCATS pressure 51.5, TIRTL truck pressure 85.4, and strategic pressure score 81.7. |
| 3.0 | EPPING | 70.9 | 70.2 | 100.0 | 35.7 | 64.3 | Commuter / general traffic-led pressure | EPPING appears as a Commuter / general traffic-led pressure with SCATS pressure 100.0, TIRTL truck pressure 35.7, and strategic pressure score 70.2. |
| 4.0 | BERWICK | 67.3 | 65.4 | 74.5 | 44.1 | 59.6 | Commuter / general traffic-led pressure | BERWICK appears as a Commuter / general traffic-led pressure with SCATS pressure 74.5, TIRTL truck pressure 44.1, and strategic pressure score 65.4. |
| 6.0 | WERRIBEE | 59.8 | 58.0 | 76.0 | 34.0 | 53.7 | Commuter / general traffic-led pressure | WERRIBEE appears as a Commuter / general traffic-led pressure with SCATS pressure 76.0, TIRTL truck pressure 34.0, and strategic pressure score 58.0. |
| 5.0 | DANDENONG NORTH | 58.2 | 60.4 | 27.4 | 65.0 | 48.7 | Commercial freight pressure candidate | DANDENONG NORTH appears as a Commercial freight pressure candidate with SCATS pressure 27.4, TIRTL truck pressure 65.0, and strategic pressure score 60.4. |
| 7.0 | GLEN WAVERLEY | 51.7 | 51.7 | 58.4 | 36.6 | 45.9 | Moderate combined pressure | GLEN WAVERLEY appears as a Moderate combined pressure with SCATS pressure 58.4, TIRTL truck pressure 36.6, and strategic pressure score 51.7. |
| 8.0 | POINT COOK | 49.8 | 49.3 | 52.4 | 35.5 | 44.1 | Moderate combined pressure | POINT COOK appears as a Moderate combined pressure with SCATS pressure 52.4, TIRTL truck pressure 35.5, and strategic pressure score 49.3. |
| 10.0 | NARRE WARREN | 47.7 | 47.4 | 43.8 | 37.8 | 41.8 | Moderate combined pressure | NARRE WARREN appears as a Moderate combined pressure with SCATS pressure 43.8, TIRTL truck pressure 37.8, and strategic pressure score 47.4. |
| 16.0 | BUNDOORA | 46.1 | 37.8 | 96.0 | 1.6 | 43.8 | Commuter / general traffic-led pressure | BUNDOORA appears as a Commuter / general traffic-led pressure with SCATS pressure 96.0, TIRTL truck pressure 1.6, and strategic pressure score 37.8. |
| 19.0 | DANDENONG | 44.3 | 37.0 | 90.8 | 0.8 | 41.9 | Commuter / general traffic-led pressure | DANDENONG appears as a Commuter / general traffic-led pressure with SCATS pressure 90.8, TIRTL truck pressure 0.8, and strategic pressure score 37.0. |
| 11.0 | PAKENHAM | 44.2 | 46.4 | 42.4 | 34.8 | 39.3 | Moderate combined pressure | PAKENHAM appears as a Moderate combined pressure with SCATS pressure 42.4, TIRTL truck pressure 34.8, and strategic pressure score 46.4. |
| 9.0 | KEILOR EAST | 43.2 | 47.5 | 23.9 | 47.0 | 36.7 | Moderate combined pressure | KEILOR EAST appears as a Moderate combined pressure with SCATS pressure 23.9, TIRTL truck pressure 47.0, and strategic pressure score 47.5. |
| 12.0 | ALTONA NORTH | 39.0 | 44.0 | 32.7 | 34.0 | 34.8 | Moderate combined pressure | ALTONA NORTH appears as a Moderate combined pressure with SCATS pressure 32.7, TIRTL truck pressure 34.0, and strategic pressure score 44.0. |
| 13.0 | PORT MELBOURNE | 38.2 | 41.7 | 34.9 | 32.2 | 34.1 | Moderate combined pressure | PORT MELBOURNE appears as a Moderate combined pressure with SCATS pressure 34.9, TIRTL truck pressure 32.2, and strategic pressure score 41.7. |
| 18.0 | THOMASTOWN | 38.0 | 37.2 | 47.8 | 22.0 | 34.4 | Moderate combined pressure | THOMASTOWN appears as a Moderate combined pressure with SCATS pressure 47.8, TIRTL truck pressure 22.0, and strategic pressure score 37.2. |
| 15.0 | WHEELERS HILL | 36.8 | 39.4 | 27.7 | 35.9 | 31.9 | Moderate combined pressure | WHEELERS HILL appears as a Moderate combined pressure with SCATS pressure 27.7, TIRTL truck pressure 35.9, and strategic pressure score 39.4. |
| 14.0 | CHADSTONE | 35.8 | 40.6 | 9.6 | 47.3 | 30.0 | Moderate combined pressure | CHADSTONE appears as a Moderate combined pressure with SCATS pressure 9.6, TIRTL truck pressure 47.3, and strategic pressure score 40.6. |
| 17.0 | BROOKLYN | 34.5 | 37.6 | 32.2 | 28.0 | 30.4 | Moderate combined pressure | BROOKLYN appears as a Moderate combined pressure with SCATS pressure 32.2, TIRTL truck pressure 28.0, and strategic pressure score 37.6. |
| 20.0 | FAWKNER | 34.0 | 36.9 | 28.0 | 30.6 | 30.0 | Moderate combined pressure | FAWKNER appears as a Moderate combined pressure with SCATS pressure 28.0, TIRTL truck pressure 30.6, and strategic pressure score 36.9. |
This is a first-pass resilience proxy. It is not a true operational resilience model.
| Strategic Rank | Suburb Locality | Resilience Proxy Score | Overload Risk Score | Strategic Pressure Score | Pressure Point Type |
|---|---|---|---|---|---|
| 46.0 | GOWANBRAE | 100.0 | 2.7 | 2.7 | Moderate combined pressure |
| 45.0 | WESTMEADOWS | 96.7 | 5.4 | 5.4 | Moderate combined pressure |
| 44.0 | KEILOR | 93.8 | 7.8 | 7.2 | Moderate combined pressure |
| 43.0 | GLADSTONE PARK | 91.9 | 9.4 | 9.1 | Moderate combined pressure |
| 42.0 | ESSENDON FIELDS | 89.4 | 11.4 | 10.7 | Moderate combined pressure |
| 41.0 | STRATHMORE HEIGHTS | 88.9 | 11.8 | 11.2 | Moderate combined pressure |
| 39.0 | NARRE WARREN NORTH | 84.7 | 15.3 | 14.8 | Moderate combined pressure |
| 40.0 | BURWOOD | 82.9 | 16.7 | 14.6 | Moderate combined pressure |
| 37.0 | ALTONA | 82.7 | 16.9 | 16.5 | Moderate combined pressure |
| 36.0 | ALTONA MEADOWS | 82.5 | 17.1 | 16.6 | Moderate combined pressure |
| 38.0 | BAYSWATER | 82.2 | 17.3 | 16.0 | Moderate combined pressure |
| 35.0 | MELBOURNE AIRPORT | 81.5 | 17.8 | 17.5 | Moderate combined pressure |
| Strategic Rank | Suburb Locality | Resilience Proxy Score | Overload Risk Score | Strategic Pressure Score | Pressure Point Type |
|---|---|---|---|---|---|
| 1.0 | MOUNT WAVERLEY | 0.0 | 84.5 | 84.1 | High total traffic + high truck pressure |
| 2.0 | MULGRAVE | 2.8 | 82.3 | 81.7 | Truck-heavy / freight-led pressure |
| 3.0 | EPPING | 11.3 | 75.3 | 70.2 | Commuter / general traffic-led pressure |
| 4.0 | BERWICK | 22.8 | 65.9 | 65.4 | Commuter / general traffic-led pressure |
| 5.0 | DANDENONG NORTH | 29.5 | 60.4 | 60.4 | Commercial freight pressure candidate |
| 6.0 | WERRIBEE | 29.8 | 60.2 | 58.0 | Commuter / general traffic-led pressure |
| 7.0 | GLEN WAVERLEY | 37.9 | 53.6 | 51.7 | Moderate combined pressure |
| 8.0 | POINT COOK | 42.6 | 49.7 | 49.3 | Moderate combined pressure |
| 9.0 | KEILOR EAST | 43.9 | 48.6 | 47.5 | Moderate combined pressure |
| 11.0 | PAKENHAM | 45.8 | 47.1 | 46.4 | Moderate combined pressure |
| 10.0 | NARRE WARREN | 46.0 | 46.9 | 47.4 | Moderate combined pressure |
| 12.0 | ALTONA NORTH | 47.7 | 45.5 | 44.0 | Moderate combined pressure |
These corridors combine freight-money pressure, truck movements, truck share and timing risk.
| Corridor Strategic Rank | Corridor Name | Corridor Type | Corridor Strategic Pressure Score | Freight Money Score | Truck Movements | Truck Pct | Worst Time Window | Best General Window | Commercial Label |
|---|---|---|---|---|---|---|---|---|---|
| 1.0 | M1 / Monash Freeway | Freeway / motorway corridor | 88.5 | 80.3 | 103.23M | 5.43 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Very high freight commercial importance |
| 2.0 | Dohertys Road | Industrial / freight arterial | 41.0 | 45.3 | 691,967 | 21.05 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Moderate freight opportunity |
| 3.0 | Princes Freeway | Freeway / motorway corridor | 32.4 | 37.4 | 23.21M | 4.43 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 4.0 | Fitzgerald Road | Industrial / freight arterial | 31.1 | 36.5 | 499,212 | 15.33 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 5.0 | M80 Ring Road | Freeway / motorway corridor | 26.8 | 32.8 | 13.88M | 5.35 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 6.0 | M8 / Western Freeway | Freeway / motorway corridor | 24.8 | 31.0 | 481,105 | 10.55 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 7.0 | M31 / Hume Freeway | Freeway / motorway corridor | 24.7 | 31.8 | 1.20M | 9.60 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 8.0 | Grieve Parade | Industrial / freight arterial | 24.6 | 28.4 | 284,033 | 13.18 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 9.0 | M1 / West Gate Bridge | Freeway / motorway corridor | 22.1 | 29.6 | 2.29M | 7.55 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 10.0 | Tullamarine Freeway | Freeway / motorway corridor | 20.4 | 27.4 | 9.18M | 3.52 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 11.0 | West Gate Tunnel / West Gate Corridor | Freeway / motorway corridor | 19.8 | 27.4 | 2.85M | 5.96 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 12.0 | Federation Trail / Fitzgerald Road | Industrial / freight arterial | 15.8 | 22.6 | 561,904 | 6.64 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 13.0 | A1 Princes Highway | Arterial / monitored road corridor | 15.4 | 20.0 | 92,000 | 6.94 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 14.0 | Calder Freeway | Freeway / motorway corridor | 8.9 | 14.6 | 295,406 | 2.86 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 15.0 | Mountain Highway | Arterial / monitored road corridor | 7.3 | 12.1 | 198,785 | 2.73 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 16.0 | Nepean Highway | Arterial / monitored road corridor | 5.5 | 10.6 | 205,807 | 1.55 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 17.0 | Sydney Road | Arterial / monitored road corridor | 4.1 | 8.5 | 141,665 | 1.34 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 18.0 | Princes Highway | Arterial / monitored road corridor | 2.9 | 6.8 | 127,997 | 1.08 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 19.0 | Plenty Road | Arterial / monitored road corridor | 2.8 | 6.5 | 115,599 | 1.16 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
| 20.0 | Burwood Highway | Arterial / monitored road corridor | 0.9 | 3.6 | 55,766 | 0.78 | PM peak | Overnight / very early morning, especially around 03:00, subject to curfews, customer delivery windows, fatigue rules, noise restrictions and local access conditions | Lower freight commercial signal |
This new layer allows several previously unlinked questions from the SCATS + TIRTL question bank to become partial answers.
| Question | Status | Answer Layer | Safe Answer |
|---|---|---|---|
| Which locations will fail first? | Partial |
failure_first_proxy_candidates_v2.csv
|
The new layer identifies failure-first proxy candidates using combined SCATS pressure, TIRTL truck pressure, freight timing risk and freight-money pressure. It is not a live failure prediction. |
| Where are future bottlenecks likely? | Partial |
future_bottleneck_and_multiplier_candidates_v2.csv
|
The new layer identifies future bottleneck and multiplier candidates from existing pressure, freight and growth proxy indicators. |
| What locations act as congestion multipliers? | Partial |
future_bottleneck_and_multiplier_candidates_v2.csv
|
The new layer identifies locations where high SCATS pressure and high TIRTL truck pressure overlap, which are candidate congestion multipliers requiring validation. |
| How resilient is the network to overload? | Partial |
more_resilient_under_load_proxy_locations_v2.csv
low_resilience_under_load_proxy_locations_v2.csv
|
The new layer provides a resilience proxy based on inverse overload pressure, not a true operational resilience model. |
| Which corridors are growing fastest? | Partial |
scats_growth_future_pressure_candidates_v2.csv
|
The new layer uses SCATS growth and traffic transformation outputs to identify growth-pressure candidates. |
Candidate future bottleneck and congestion multiplier layer.
Open CSVThis section adds the Version 2 TIRTL speed-flow analysis to the page. It uses 15-minute TIRTL speed, volume and truck-share observations to show how speed changes as traffic builds, when pressure is highest, where collapse signals appear, and which bridge direction appears more stable under load.
The current speed-flow database coverage is a West Gate Bridge two-direction dataset, not a full Melbourne-wide speed network. The charts are therefore best read as a directional West Gate Bridge speed-flow case study. The results show historical association and candidate pressure signals; they do not prove causality and are not live forecasts.
15-minute TIRTL observations across the monitored West Gate Bridge directions.
West Gate Bridge inbound eastbound and outbound westbound direction records.
The speed heatmap shows the clearest low-speed band on Friday afternoon.
The pressure heatmap shows weekday pressure building from the morning and staying elevated into the PM peak.
The stability-under-load chart shows inbound eastbound as the stronger stable-speed direction under this proxy.
The collapse-pressure chart shows outbound westbound as the stronger speed-collapse pressure candidate.
These charts are the strongest public-facing outputs. They show the weekly rhythm of speed, pressure, volume and truck share on the monitored West Gate Bridge TIRTL directions.
Yellow/orange/red shows higher combined speed-flow pressure. Weekday pressure is visibly stronger than weekend pressure.
Red indicates lower speeds and green indicates higher speeds. The Friday afternoon low-speed band is the clearest visual story.
Shows the inverse relationship between volume and speed: as vehicle flow rises, average speed falls; speeds recover later in the evening.
Shows the speed envelope across volume levels. Warmer points indicate higher truck-share observations.
These charts compare the two monitored West Gate Bridge directions. They are useful as directional diagnostics, but should not be described as a Melbourne-wide ranking.
Outbound westbound shows the stronger speed-collapse pressure signal under the current scoring model.
Inbound eastbound appears more stable under load in the current two-direction dataset.
Ranks peak-period directional pressure using low speed, high volume and truck-share signals.
Flags baseline deviations. These are abnormal-flow candidates, not confirmed incidents.
Compares speed behaviour under lower and higher truck-share periods. This is historical association, not causation.
Compares PM peak speed with evening and overnight speed recovery signals.
The latest TIRTL speed-flow layer turns the page from a truck/freight exposure dashboard into a genuine speed-behaviour intelligence page for the West Gate Bridge. It shows when the bridge is under pressure, when speeds fall, how traffic volume and speed interact, and which monitored direction appears more vulnerable to collapse versus more stable under load.
This section adds three new public-facing intelligence layers: construction RDO effects on citywide SCATS daily movements, historical 15-minute TIRTL worsening-risk patterns, and abnormal speed-flow episode detection on the West Gate Bridge TIRTL screenline. It helps answer the remaining question-bank topics around incident-like traffic signatures, recovery duration, network worsening risk, and non-standard calendar behaviour.
The RDO charts show that construction RDO Mondays sit mostly inside the normal Monday range rather than fundamentally changing the citywide traffic pattern. In this joined sample, construction RDO Mondays average about 135.8 million movements compared with about 136.9 million on ordinary Mondays, a difference of roughly -0.75%.
Shows ordinary daily movement totals with construction RDO dates overlaid. The low January points remain visible as seasonal/calendar effects.
Citywide average daily movements on construction RDO dates compared with ordinary days.
The most direct answer to the construction-worker question: RDO Mondays are slightly lower, but not dramatically different at citywide scale.
The nowcast layer is a historical transition model. It asks: given the same TIRTL direction, day, time and current pressure band, how often did traffic conditions worsen in the next 15 minutes? The heatmap is the safest public-facing view because it shows broad day/time patterns rather than overclaiming individual low-sample lookup rows.
Yellow/orange/red means a higher historical probability that conditions worsen in the next 15 minutes.
Aggregated directional risk view with sample counts in the label. This is broad and more stable than low-n lookup rows.
Rows are filtered to at least 20 matching historical transitions. Use this as a lookup aid, not as a live forecast.
This layer identifies baseline-deviation patterns such as speed drops, volume surges, and combined speed-drop/volume-surge episodes. V2 splits abnormal episodes at midnight and when the abnormal episode type changes, which makes the duration outputs more credible for public use.
Classifies the main abnormal signatures: speed-drop episodes, volume-surge episodes, and combined speed-drop plus volume-surge episodes.
Most abnormal speed-flow episodes are short, with the largest group in the 15-minute band.
The public-readable duration distribution, capped at six hours so rare long-tail states do not distort the main story.
Ranks monitored directions by abnormal episode frequency and severity. Outbound westbound shows the stronger abnormal-flow signature in this layer.
Lower average duration is a simple recovery proxy. This chart uses actual average minutes rather than only a normalised score.
Daily and Monday-specific construction RDO comparison outputs.
holiday_movement_intelligence_v2/holiday_vs_ordinary_summary_v2.csvHistorical day/time/pressure-band transition probabilities with sample-size filtering.
tirtl_15min_congestion_nowcast_v2/historical_15min_nowcast_lookup_min_n_v2.csvDirection-level abnormal episode counts, duration, severity and recovery proxy outputs.
tirtl_abnormal_event_durations_v2/abnormal_event_summary_by_direction_v2.csvThis first-pass municipality layer joins the TIRTL suburb/locality truck movement summary to local government areas, making the page easier for councils, journalists, freight operators, planners and local residents to interpret.
This is a V1 rollup based on the current TIRTL suburb/locality summary table. Some Melbourne suburbs and localities can cross municipal boundaries, and some combined source rows contain more than one locality. These rows are retained with review notes in the lookup CSV so the municipality layer can be refined as the source data is cleaned.
Truck movements remain classified TIRTL movement records / passings, not unique trucks.
Identify where monitored truck movement, heavy-vehicle exposure and freight pressure concentrate inside local government areas.
Turn the analysis into local stories: which councils carry the most freight pressure, truck share and corridor exposure?
See which municipal areas sit inside stronger truck movement and freight-exposure zones.
Adds local-government search intent: truck movements by council, freight pressure by municipality and heavy vehicle exposure by LGA.
| Rank | Municipality / LGA grouping | Suburbs / localities | Site-headings | Vehicle movements | Truck movements | Truck % | Included suburbs/localities |
|---|---|---|---|---|---|---|---|
| 1 | Monash | 5 | 91 | 766,435,510 | 50,418,255 | 6.58% | CHADSTONE; GLEN WAVERLEY; MOUNT WAVERLEY; MULGRAVE; WHEELERS HILL |
| 2 | Casey | 6 | 116 | 680,833,414 | 28,672,950 | 4.21% | BERWICK; DOVETON; ENDEAVOUR HILLS; HALLAM; NARRE WARREN; NARRE WARREN NORTH |
| 3 | Wyndham | 5 | 73 | 325,052,533 | 16,649,183 | 5.12% | LAVERTON NORTH; POINT COOK; WERRIBEE; WERRIBEE SOUTH; WILLIAMS LANDING |
| 4 | Moonee Valley | 5 | 51 | 282,778,832 | 14,499,139 | 5.13% | AIRPORT WEST; ESSENDON FIELDS; ESSENDON NORTH; KEILOR EAST; STRATHMORE HEIGHTS |
| 5 | Greater Dandenong | 2 | 44 | 274,769,551 | 13,948,466 | 5.08% | DANDENONG; DANDENONG NORTH |
| 6 | Cardinia | 3 | 48 | 184,663,660 | 10,247,057 | 5.55% | BEACONSFIELD; OFFICER; PAKENHAM |
| 7 | Hobsons Bay | 4 | 38 | 244,778,911 | 9,534,612 | 3.90% | ALTONA; ALTONA MEADOWS; ALTONA NORTH; LAVERTON |
| 8 | Whittlesea | 2 | 18 | 85,735,754 | 4,159,155 | 4.85% | EPPING; THOMASTOWN |
| 9 | Merri-bek / Hume | 1 | 13 | 53,148,439 | 3,257,926 | 6.13% | FAWKNER |
| 10 | Melbourne / Port Phillip | 1 | 4 | 30,299,007 | 2,286,084 | 7.55% | PORT MELBOURNE |
| 11 | Hobsons Bay / Brimbank | 1 | 8 | 30,377,346 | 2,019,508 | 6.65% | BROOKLYN |
| 12 | Hume / Brimbank / Moonee Valley | 1 | 17 | 79,003,115 | 1,568,762 | 1.99% | TULLAMARINE |
| 13 | Hume | 3 | 14 | 41,553,307 | 990,890 | 2.38% | GLADSTONE PARK; MELBOURNE AIRPORT; WESTMEADOWS |
| 14 | Moorabool | 1 | 4 | 4,560,685 | 481,105 | 10.55% | BALLAN |
| 15 | Bayside | 1 | 4 | 13,244,117 | 205,807 | 1.55% | BRIGHTON EAST |
| 16 | Knox / Maroondah | 1 | 4 | 7,289,817 | 198,785 | 2.73% | BAYSWATER |
| 17 | Merri-bek | 1 | 1 | 7,789,814 | 120,974 | 1.55% | GOWANBRAE |
| 18 | Banyule / Darebin / Whittlesea | 1 | 4 | 9,978,568 | 115,599 | 1.16% | BUNDOORA |
| 19 | Brimbank | 1 | 2 | 3,678,644 | 98,010 | 2.66% | KEILOR |
| 20 | East Gippsland | 1 | 4 | 1,325,828 | 92,000 | 6.94% | LINDENOW SOUTH |
Use this output for council-level freight-pressure charts, maps, media tables and future municipality landing sections.
Download CSVReview and refine the suburb/locality-to-municipality mapping before publishing high-stakes council rankings.
Download CSVThis section translates TIRTL truck movement records, truck share, freight corridor rankings and SCATS-style traffic pressure into a practical commercial signal for transport companies, depot operators, trailer hire businesses, truck-service providers and logistics planners.
Dollar signs are a relative signal for commercial pressure or opportunity. They do not estimate exact revenue or exact operating cost. They indicate where truck movement, freight dependence, route pressure and business opportunity may be strongest.
The money signal is a relative commercial indicator. It combines truck movement, truck share, freight-corridor importance and traffic-pressure context to show where transport operators may face higher cost pressure or stronger business opportunity.
Corridors where high truck movement, freeway dependency and traffic pressure may create expensive routing, timing and quoting mistakes.
Suburbs and corridors where transport operators may reduce dead kilometres by locating closer to freight-heavy movement patterns.
Areas where tyre shops, truck mechanics, diesel, trailer hire, wash bays, parking and support services may benefit from concentrated truck activity.
Corridors where operators may need to quote carefully because delay, congestion, fuel burn or bridge/freeway dependency could affect margins.
| Rank | Corridor | Truck % | Truck Movements | Freight Money Score | Money Signal | Business Meaning |
|---|---|---|---|---|---|---|
| 1 | M1 / Monash Freeway Freeway / motorway corridor |
5.43% | 103,233,823 | 80.35 | 💲💲💲💲 | M1 / Monash Freeway: high-value freight corridor for route planning, depot positioning and pricing discipline; large absolute truck movement volume may create operational cost exposure even when truck share is moderate; major freeway role makes it relevant for fleet routing and delivery-window planning. |
| 2 | Dohertys Road Industrial / freight arterial |
21.05% | 691,967 | 45.31 | 💲💲 | Dohertys Road: mixed commercial signal; useful as supporting context rather than a headline freight-money zone; very high truck-share signal suggests a road function strongly tied to freight or industrial movement; industrial corridor signal may support depot, yard, trailer hire and truck-service decisions. |
| 3 | Princes Freeway Freeway / motorway corridor |
4.43% | 23,206,085 | 37.36 | 💲 | Princes Freeway: lower commercial signal in the current V1 model; large absolute truck movement volume may create operational cost exposure even when truck share is moderate; major freeway role makes it relevant for fleet routing and delivery-window planning. |
| 4 | Fitzgerald Road Industrial / freight arterial |
15.33% | 499,212 | 36.46 | 💲 | Fitzgerald Road: lower commercial signal in the current V1 model; very high truck-share signal suggests a road function strongly tied to freight or industrial movement; industrial corridor signal may support depot, yard, trailer hire and truck-service decisions. |
| 5 | M80 Ring Road Freeway / motorway corridor |
5.35% | 13,882,289 | 32.77 | 💲 | M80 Ring Road: lower commercial signal in the current V1 model; large absolute truck movement volume may create operational cost exposure even when truck share is moderate; major freeway role makes it relevant for fleet routing and delivery-window planning. |
| 6 | M31 / Hume Freeway Freeway / motorway corridor |
9.60% | 1,200,348 | 31.75 | 💲 | M31 / Hume Freeway: lower commercial signal in the current V1 model; elevated truck share suggests meaningful freight exposure; major freeway role makes it relevant for fleet routing and delivery-window planning. |
| 7 | M8 / Western Freeway Freeway / motorway corridor |
10.55% | 481,105 | 31.01 | 💲 | M8 / Western Freeway: lower commercial signal in the current V1 model; elevated truck share suggests meaningful freight exposure. |
| 8 | M1 / West Gate Bridge Freeway / motorway corridor |
7.55% | 2,286,084 | 29.60 | 💲 | M1 / West Gate Bridge: lower commercial signal in the current V1 model; elevated truck share suggests meaningful freight exposure; bridge or freeway dependency may increase route pricing risk; major freeway role makes it relevant for fleet routing and delivery-window planning. |
Ranks monitored corridors by the V1 Freight Money Score.
Shows how many corridors fall into each dollar-sign commercial tier.
Identify corridors where truck movement and traffic pressure may create costly stop-start driving, idling and inefficient routing.
Use corridor and suburb pressure to plan delivery windows and reduce time lost in freight-heavy or congestion-sensitive areas.
Compare truck-heavy suburbs and corridors when choosing depots, yards, trailer storage locations or cross-dock sites.
Use route pricing risk signals to avoid underquoting freight runs through expensive corridors or bridge-dependent routes.
Identify areas where mechanics, tyre shops, diesel, trailer hire, parking or wash bays may benefit from concentrated truck movement.
Use truck movement concentration as an early signal for possible freight activity, return-load opportunity and logistics demand.
Ranked corridor-level commercial freight signal output.
Download CSVMachine-readable version for future maps and dashboards.
Download JSONThis suburb/locality index translates TIRTL truck movement records and truck share into a place-based commercial signal for transport companies, trailer hire businesses, depot operators, truck-service providers and logistics planners.
Corridor rankings show where money may leak on the road. Suburb rankings show where operators may position yards, depots, services, advertising and customer operations to reduce dead kilometres or capture freight demand.
Identify suburbs/localities with strong truck movement and freight exposure for yard, depot or trailer storage investigation.
Find areas where mechanics, tyre shops, diesel, wash bays, parking and trailer support services may have stronger demand.
Compare high truck-pressure suburbs when choosing operating bases closer to actual freight movement patterns.
Use local truck movement concentration as a lead-generation signal for freight-adjacent business opportunities.
| Rank | Suburb / Locality | Truck % | Truck Movements | Site-Headings | Freight Money Score | Money Signal | Business Meaning |
|---|---|---|---|---|---|---|---|
| 1 | MULGRAVE | 6.47% | 18,308,122 | 32 | 83.15 | 💲💲💲💲 | MULGRAVE: very strong suburb-level freight signal worth investigating for commercial transport operations; very high absolute truck movement records suggest significant freight activity; elevated truck share suggests useful heavy-vehicle exposure; broad monitored coverage improves confidence in the suburb-level signal. |
| 2 | MOUNT WAVERLEY | 6.52% | 16,215,466 | 31 | 75.13 | 💲💲💲💲 | MOUNT WAVERLEY: very strong suburb-level freight signal worth investigating for commercial transport operations; very high absolute truck movement records suggest significant freight activity; elevated truck share suggests useful heavy-vehicle exposure; broad monitored coverage improves confidence in the suburb-level signal. |
| 3 | DANDENONG NORTH | 5.16% | 13,895,561 | 40 | 74.45 | 💲💲💲💲 | DANDENONG NORTH: very strong suburb-level freight signal worth investigating for commercial transport operations; very high absolute truck movement records suggest significant freight activity; elevated truck share suggests useful heavy-vehicle exposure; broad monitored coverage improves confidence in the suburb-level signal. |
| 4 | BERWICK | 4.53% | 8,650,475 | 44 | 60.52 | 💲💲💲 | BERWICK: high freight opportunity area that may support fleet, service, depot or customer-location decisions; strong truck movement volume suggests meaningful freight exposure; broad monitored coverage improves confidence in the suburb-level signal. |
| 5 | KEILOR EAST | 7.34% | 6,644,198 | 16 | 51.42 | 💲💲 | KEILOR EAST: moderate freight commercial signal; useful as comparison context; strong truck movement volume suggests meaningful freight exposure; elevated truck share suggests useful heavy-vehicle exposure. |
| 6 | NARRE WARREN | 3.88% | 7,555,471 | 32 | 50.04 | 💲💲 | NARRE WARREN: moderate freight commercial signal; useful as comparison context; strong truck movement volume suggests meaningful freight exposure; broad monitored coverage improves confidence in the suburb-level signal. |
| 7 | OFFICER | 5.11% | 5,766,429 | 27 | 46.62 | 💲💲 | OFFICER: moderate freight commercial signal; useful as comparison context; strong truck movement volume suggests meaningful freight exposure; elevated truck share suggests useful heavy-vehicle exposure; broad monitored coverage improves confidence in the suburb-level signal. |
| 8 | CHADSTONE | 7.13% | 6,951,812 | 12 | 46.35 | 💲💲 | CHADSTONE: moderate freight commercial signal; useful as comparison context; strong truck movement volume suggests meaningful freight exposure; elevated truck share suggests useful heavy-vehicle exposure. |
| 9 | POINT COOK | 4.48% | 6,284,582 | 27 | 46.15 | 💲💲 | POINT COOK: moderate freight commercial signal; useful as comparison context; strong truck movement volume suggests meaningful freight exposure; broad monitored coverage improves confidence in the suburb-level signal. |
| 10 | WERRIBEE | 5.44% | 4,896,871 | 23 | 43.44 | 💲💲 | WERRIBEE: moderate freight commercial signal; useful as comparison context; strong truck movement volume suggests meaningful freight exposure; elevated truck share suggests useful heavy-vehicle exposure; broad monitored coverage improves confidence in the suburb-level signal. |
Ranks suburbs/localities by V1 commercial freight opportunity score.
Shows how many suburbs/localities fall into each commercial money tier.
Ranked suburb/locality-level commercial freight signal output.
Download CSVMachine-readable version for future maps and dashboards.
Download JSONThis table ranks monitored TIRTL site-headings by absolute truck movement records.
| Rank | Source site | Heading | Site name | Suburb / locality | Truck movements | Vehicle movements | Truck % |
|---|---|---|---|---|---|---|---|
| 1 | 505 | W | M1 West Gate Bridge Outbound (WB) | PORT MELBOURNE | 1,279,880 | 17,066,572 | 7.50% |
| 2 | 107 | E | M80 Outbound - Keilor park off ramp (EB) | KEILOR EAST | 1,272,856 | 17,302,546 | 7.36% |
| 3 | 167 | E | M1 Outbound - CH 18380 | MOUNT WAVERLEY | 1,209,351 | 19,415,956 | 6.23% |
| 4 | 147 | E | M1 Outbound - CH 17000 | CHADSTONE | 1,200,342 | 17,724,927 | 6.77% |
| 5 | 145 | E | M1 Outbound - CH 16520 | CHADSTONE | 1,197,019 | 17,745,239 | 6.75% |
| 6 | 173 | E | M1 Outbound - CH 19890 | MOUNT WAVERLEY | 1,194,271 | 19,228,540 | 6.21% |
| 7 | 149 | E | M1 Outbound - CH 17390 | MOUNT WAVERLEY | 1,190,965 | 17,728,412 | 6.72% |
| 8 | 166 | W | M1 Inbound - CH 18380 | MOUNT WAVERLEY | 1,189,906 | 18,524,173 | 6.42% |
| 9 | 112 | W | M80 Inbound - Keilor Park Drive Exit (WB) | KEILOR EAST | 1,186,846 | 16,041,476 | 7.40% |
| 10 | 169 | E | M1 Outbound - CH 18980 | MOUNT WAVERLEY | 1,186,140 | 18,357,954 | 6.46% |
| 11 | 144 | W | M1 Inbound - CH 16520 | CHADSTONE | 1,182,888 | 17,214,138 | 6.87% |
| 12 | 146 | W | M1 Inbound - CH 17000 | CHADSTONE | 1,182,042 | 17,136,731 | 6.90% |
| 13 | 172 | W | M1 Inbound - CH 19890 | MOUNT WAVERLEY | 1,181,165 | 18,004,319 | 6.56% |
| 14 | 148 | W | M1 Inbound - CH 17390 | MOUNT WAVERLEY | 1,180,759 | 17,152,618 | 6.88% |
| 15 | 171 | E | M1 Outbound - CH 19450 | MOUNT WAVERLEY | 1,180,049 | 18,125,865 | 6.51% |
| 16 | 170 | W | M1 Inbound - CH 19450 | MOUNT WAVERLEY | 1,170,723 | 17,291,969 | 6.77% |
| 17 | 179 | E | M1 Outbound - CH 21190 | GLEN WAVERLEY | 1,148,063 | 18,212,169 | 6.30% |
| 18 | 177 | E | M1 Outbound - CH 20770 | GLEN WAVERLEY | 1,133,455 | 17,245,052 | 6.57% |
| 19 | 189 | E | M1 Outbound - CH 23810 | WHEELERS HILL | 1,132,554 | 18,069,681 | 6.27% |
| 20 | 175 | E | M1 Outbound - CH 20300 | MOUNT WAVERLEY | 1,128,484 | 17,237,782 | 6.55% |
| 21 | 178 | W | M1 Inbound - CH 21190 | GLEN WAVERLEY | 1,126,227 | 17,342,769 | 6.49% |
| 22 | 187 | E | M1 Outbound - CH 23270 | WHEELERS HILL | 1,125,647 | 18,044,559 | 6.24% |
| 23 | 176 | W | M1 Inbound - CH 20770 | GLEN WAVERLEY | 1,117,461 | 16,325,060 | 6.85% |
| 24 | 186 | W | M1 Inbound - CH 23280 | MULGRAVE | 1,115,404 | 17,337,947 | 6.43% |
| 25 | 194 | W | M1 Inbound - CH 25280 | MULGRAVE | 1,112,867 | 17,789,101 | 6.26% |
| 26 | 199 | W | M1 Inbound - CH 26900 | MULGRAVE | 1,106,614 | 16,343,283 | 6.77% |
| 27 | 197 | W | M1 Inbound - CH 26380 | MULGRAVE | 1,105,606 | 16,312,776 | 6.78% |
| 28 | 196 | E | M1 Outbound - CH 25820 | MULGRAVE | 1,098,086 | 17,556,746 | 6.25% |
| 29 | 142 | W | M1 Inbound - CH 15860 | CHADSTONE | 1,096,973 | 13,883,747 | 7.90% |
| 30 | 143 | E | M1 Outbound - CH 15860 | CHADSTONE | 1,092,548 | 13,776,631 | 7.93% |
| 31 | 222 | E | M1 Outbound - CH 25400 | MULGRAVE | 1,090,277 | 17,457,999 | 6.25% |
| 32 | 185 | E | M1 Outbound - CH 22800 | WHEELERS HILL | 1,083,664 | 15,998,300 | 6.77% |
| 33 | 183 | E | M1 Outbound - CH 22300 | MULGRAVE | 1,083,455 | 16,008,345 | 6.77% |
| 34 | 108 | E | M80 Outbound - Keilor Park Drive Exit (EB) | KEILOR EAST | 1,079,310 | 14,317,140 | 7.54% |
| 35 | 191 | E | M1 Outbound - CH 24340 | WHEELERS HILL | 1,075,784 | 16,205,805 | 6.64% |
| 36 | 190 | W | M1 Inbound - CH 24210 | MULGRAVE | 1,074,860 | 15,736,433 | 6.83% |
| 37 | 184 | W | M1 Inbound - CH 22800 | MULGRAVE | 1,073,162 | 15,288,314 | 7.02% |
| 38 | 181 | E | M1 Outbound - CH 21780 | MULGRAVE | 1,072,046 | 15,914,184 | 6.74% |
| 39 | 174 | W | M1 Inbound - CH 20300 | MOUNT WAVERLEY | 1,067,513 | 15,583,765 | 6.85% |
| 40 | 180 | W | M1 Inbound - CH 21780 | MULGRAVE | 1,065,910 | 15,315,702 | 6.96% |
| 41 | 182 | W | M1 Inbound - CH 22300 | MULGRAVE | 1,060,880 | 15,196,489 | 6.98% |
| 42 | 195 | W | M1 Inbound - CH 25820 | MULGRAVE | 1,046,615 | 17,047,638 | 6.14% |
| 43 | 192 | E | M1 Outbound - CH 24900 | MULGRAVE | 1,044,230 | 17,055,565 | 6.12% |
| 44 | 168 | W | M1 Inbound - CH 18990 | MOUNT WAVERLEY | 1,020,365 | 15,170,054 | 6.73% |
| 45 | 193 | W | M1 Inbound - CH 24720 | MULGRAVE | 1,013,189 | 15,102,021 | 6.71% |
| 46 | 580 | E | M1 Monash Hwy - Stanley Outbound | MOUNT WAVERLEY | 1,011,174 | 16,310,009 | 6.20% |
| 47 | 504 | E | M1 West Gate Bridge Inbound (EB) | PORT MELBOURNE | 1,006,179 | 13,231,650 | 7.60% |
| 48 | 581 | W | M1 Monash Fwy - Stanley Inbound | MOUNT WAVERLEY | 957,832 | 14,863,243 | 6.44% |
| 49 | 225 | E | M80 - WRR East of Kathryn St GB | FAWKNER | 938,521 | 11,778,243 | 7.97% |
| 50 | 24 | W | M1 Inbound - Under Power Rd Overpass | DOVETON | 904,941 | 19,460,223 | 4.65% |
| 51 | 26 | W | M1 Inbound - Before Heatherton Rd Exit | DOVETON | 903,284 | 19,411,352 | 4.65% |
| 52 | 223 | E | M80 - WRR Kathryn St GB | FAWKNER | 901,335 | 11,498,446 | 7.84% |
| 53 | 16 | W | M1 Inbound - Just Before Stud Rd Exit Ramp | DANDENONG NORTH | 899,242 | 18,355,817 | 4.90% |
| 54 | 25 | E | M1 Outbound - Under Power Rd Overpass | ENDEAVOUR HILLS | 883,752 | 18,403,669 | 4.80% |
| 55 | 18 | W | M1 Inbound - After Heatherton Rd Entry Ramp | DOVETON | 881,776 | 18,119,684 | 4.87% |
| 56 | 22 | W | M1 Inbound - Heatherton Rd Exit Ramp | DOVETON | 879,458 | 16,876,200 | 5.21% |
| 57 | 23 | E | M1 Outbound - Heatherton Rd Entry Ramp | DOVETON | 867,087 | 16,115,868 | 5.38% |
| 58 | 229 | E | M80 - WRR East of Merri Creek GB | THOMASTOWN | 854,250 | 13,651,274 | 6.26% |
| 59 | 110 | E | M80 Outbound - Beneath Gantry 153 (EB) | KEILOR EAST | 851,748 | 11,460,985 | 7.43% |
| 60 | 8 | W | M1 Inbound - After Brady Rd | DANDENONG NORTH | 848,790 | 16,903,583 | 5.02% |
| 61 | 6 | W | M1 Inbound - Before Police Rd Exit Ramp | DANDENONG NORTH | 839,620 | 16,835,971 | 4.99% |
| 62 | 12 | W | M1 Inbound - Stud Rd Entry Ramp Bullnose | DANDENONG NORTH | 836,822 | 15,599,108 | 5.36% |
| 63 | 14 | W | M1 Inbound - Stud Rd off ramp | DANDENONG NORTH | 833,346 | 15,501,113 | 5.38% |
| 64 | 188 | W | M1 Inbound - CH 23810 | MULGRAVE | 830,986 | 13,040,512 | 6.37% |
| 65 | 9 | E | M1 Outbound - McGregor entry | DANDENONG NORTH | 829,425 | 16,089,896 | 5.15% |
| 66 | 21 | E | M1 Outbound - Heatherton Rd Exit Ramp | ENDEAVOUR HILLS | 825,863 | 15,700,835 | 5.26% |
| 67 | 7 | E | M1 Outbound - Before Stud Rd Exit Ramp | DANDENONG NORTH | 822,929 | 16,032,027 | 5.13% |
| 68 | 17 | E | M1 Outbound - Just After Stud Rd Entry Ramp | DANDENONG NORTH | 822,615 | 16,484,635 | 4.99% |
| 69 | 13 | E | M1 Outbound - Stud Road On Ramp | DANDENONG NORTH | 819,032 | 14,950,485 | 5.48% |
| 70 | 114 | W | M80 Inbound - Altona bound EJ Whitten bridge (WB) | KEILOR EAST | 766,865 | 10,977,123 | 6.99% |
| 71 | 565 | E | WGT - Inbound Main Carriageway | BROOKLYN | 732,299 | 10,947,370 | 6.69% |
| 72 | 226 | W | M80 - WRR East of Kathryn St AB | FAWKNER | 731,009 | 10,935,230 | 6.68% |
| 73 | 566 | E | WGT - Inbound Main Carriageway | BROOKLYN | 725,305 | 10,969,267 | 6.61% |
| 74 | 3 | E | M1 Outbound - Eastlink Interchange | DANDENONG NORTH | 670,623 | 13,476,081 | 4.98% |
| 75 | 5 | E | M1 Outbound - Eastlink Interchange | DANDENONG NORTH | 668,504 | 13,548,932 | 4.93% |
| 76 | 198 | E | M1 Outbound - CH 26380 | MULGRAVE | 657,440 | 12,246,493 | 5.37% |
| 77 | 202 | E | M1 Outbound - CH 27230 | DANDENONG NORTH | 656,725 | 12,254,639 | 5.36% |
| 78 | 200 | E | M1 Outbound - CH 26830 | MULGRAVE | 656,493 | 12,227,624 | 5.37% |
| 79 | 203 | E | M1 Outbound - CH 27560 | DANDENONG NORTH | 656,143 | 12,247,050 | 5.36% |
| 80 | 2 | W | M1 IB west of Eastlink | DANDENONG NORTH | 654,638 | 12,487,194 | 5.24% |
| 81 | 15 | E | M1 Outbound - First after Stud Rd onramp | DANDENONG NORTH | 649,986 | 13,408,160 | 4.85% |
| 82 | 4 | W | M1 Inbound - Eastlink Interchange | DANDENONG NORTH | 649,471 | 12,406,858 | 5.23% |
| 83 | 336 | W | PFW 125m East of Kororoit Creek Road (OB) | ALTONA NORTH | 649,342 | 13,226,915 | 4.91% |
| 84 | 204 | W | M1 Inbound - CH 27700 | DANDENONG NORTH | 616,500 | 11,828,248 | 5.21% |
| 85 | 531 | S | M31 Hume Fwy and Cooper St (SB) | EPPING | 603,672 | 6,384,687 | 9.45% |
| 86 | 530 | N | M31 Hume Fwy and Cooper St (NB) | EPPING | 596,676 | 6,120,003 | 9.75% |
| 87 | 281 | E | PFW 870m West of Forsyth Road IB | POINT COOK | 589,802 | 13,079,174 | 4.51% |
| 88 | 292 | E | PFW 1280m West of Kororoit Creek Road (IB) | LAVERTON | 571,794 | 16,369,019 | 3.49% |
| 89 | 311 | E | PFW 780m East of High Street/Newland St Entry Exit Ramps (IB) | LAVERTON | 570,492 | 16,396,546 | 3.48% |
| 90 | 334 | W | PFW 1280m West of Kororoit Creek Road (OB) | ALTONA | 565,298 | 16,163,919 | 3.50% |
| 91 | 314 | W | PFW 240m East of Duncans Road (OB) | WERRIBEE SOUTH | 564,446 | 7,517,219 | 7.51% |
| 92 | 289 | E | PFW Between High Street/Newland St Entry Exit Ramps (IB) | LAVERTON | 563,883 | 15,702,201 | 3.59% |
| 93 | 20 | W | M1 Inbound - Heatherton Rd Entry Ramp Bullnose | DOVETON | 557,111 | 11,828,301 | 4.71% |
| 94 | 111 | W | M80 Inbound - Keilor park exit Altona bound (WB) | KEILOR EAST | 554,760 | 7,867,129 | 7.05% |
| 95 | 330 | W | PFW 510m West of High Street/Newland St (OB) | ALTONA MEADOWS | 554,466 | 15,785,391 | 3.51% |
| 96 | 288 | E | PFW 510m West of High Street/Newland St (IB) | LAVERTON | 551,191 | 15,737,447 | 3.50% |
| 97 | 312 | E | PFW 125m East of Kororoit Creek Road (IB) | LAVERTON NORTH | 545,855 | 12,831,818 | 4.25% |
| 98 | 282 | E | PFW 210m West of Forsyth Road (IB) | POINT COOK | 543,690 | 11,661,332 | 4.66% |
| 99 | 27 | E | M1 Outbound - After Heatherton Rd | ENDEAVOUR HILLS | 543,234 | 11,063,549 | 4.91% |
| 100 | 230 | W | M80 - WRR East of Merri Creek AB | THOMASTOWN | 542,399 | 9,074,883 | 5.98% |
This table ranks inferred monitored freight corridors using the Version 1 Freight Dependence Score.
| Rank | Freight corridor | Band | Score | Truck % | Truck movements | Vehicle movements | Site-headings | Unique sites | Suburbs / localities |
|---|---|---|---|---|---|---|---|---|---|
| 1 | Dohertys Road | High freight dependence | 82.38 | 21.05% | 691,967 | 3,286,814 | 4 | 2 | ALTONA NORTH |
| 2 | M1 / Monash Freeway | High freight dependence | 80.71 | 5.43% | 103,233,823 | 1,901,461,747 | 295 | 159 | BEACONSFIELD; BERWICK; CHADSTONE; DANDENONG NORTH; DOVETON; ENDEAVOUR HILLS; GLEN WAVERLEY; HALLAM; MOUNT WAVERLEY; MULGRAVE; NARRE WARREN; NARRE WARREN NORTH; OFFICER; PAKENHAM; WHEELERS HILL |
| 3 | Fitzgerald Road | High freight dependence | 76.43 | 15.33% | 499,212 | 3,256,463 | 4 | 2 | LAVERTON NORTH |
| 4 | M31 / Hume Freeway | High freight dependence | 75.71 | 9.60% | 1,200,348 | 12,504,695 | 4 | 2 | EPPING |
| 5 | M1 / West Gate Bridge | High freight dependence | 75.48 | 7.55% | 2,286,084 | 30,299,007 | 4 | 2 | PORT MELBOURNE |
| 6 | Princes Freeway | High freight dependence | 73.81 | 4.43% | 23,206,085 | 523,990,381 | 83 | 46 | ALTONA; ALTONA MEADOWS; ALTONA NORTH; LAVERTON; LAVERTON NORTH; POINT COOK; WERRIBEE; WERRIBEE SOUTH; WILLIAMS LANDING |
| 7 | M80 Ring Road | High freight dependence | 72.62 | 5.35% | 13,882,289 | 259,339,643 | 48 | 28 | FAWKNER; GLADSTONE PARK; GOWANBRAE; KEILOR EAST; STRATHMORE HEIGHTS; THOMASTOWN; TULLAMARINE |
| 8 | West Gate Tunnel / West Gate Corridor | High freight dependence | 72.38 | 5.96% | 2,854,810 | 47,872,879 | 13 | 7 | BROOKLYN; LAVERTON NORTH |
| 9 | M8 / Western Freeway | High freight dependence | 70.24 | 10.55% | 481,105 | 4,560,685 | 4 | 2 | BALLAN |
| 10 | Tullamarine Freeway | Moderate-high freight dependence | 67.14 | 3.52% | 9,175,148 | 260,964,316 | 56 | 29 | AIRPORT WEST; ESSENDON FIELDS; ESSENDON NORTH; MELBOURNE AIRPORT; STRATHMORE HEIGHTS; TULLAMARINE; WESTMEADOWS |
| 11 | Federation Trail / Fitzgerald Road | Moderate-high freight dependence | 65.48 | 6.64% | 561,904 | 8,460,509 | 4 | 2 | BROOKLYN |
| 12 | Grieve Parade | Moderate-high freight dependence | 58.57 | 13.18% | 284,033 | 2,155,239 | 3 | 2 | ALTONA NORTH |
| 13 | A1 Princes Highway | Mixed commuter / freight corridor | 48.57 | 6.94% | 92,000 | 1,325,828 | 4 | 2 | LINDENOW SOUTH |
| 14 | Calder Freeway | Mixed commuter / freight corridor | 46.90 | 2.86% | 295,406 | 10,325,754 | 4 | 2 | ESSENDON NORTH; KEILOR |
| 15 | Mountain Highway | Lower freight dependence | 39.05 | 2.73% | 198,785 | 7,289,817 | 4 | 2 | BAYSWATER |
| 16 | Nepean Highway | Lower freight dependence | 38.81 | 1.55% | 205,807 | 13,244,117 | 4 | 2 | BRIGHTON EAST |
| 17 | Sydney Road | Lower freight dependence | 32.86 | 1.34% | 141,665 | 10,553,497 | 4 | 2 | FAWKNER |
| 18 | Princes Highway | Lower freight dependence | 27.38 | 1.08% | 127,997 | 11,878,026 | 8 | 4 | DANDENONG; WERRIBEE |
| 19 | Plenty Road | Lower freight dependence | 26.90 | 1.16% | 115,599 | 9,978,568 | 4 | 2 | BUNDOORA |
| 20 | Burwood Highway | Lower freight dependence | 18.81 | 0.78% | 55,766 | 7,174,315 | 4 | 2 | BURWOOD |
| 21 | Sneydes Road | Lower freight dependence | 14.76 | 0.66% | 30,200 | 4,548,867 | 4 | 2 | POINT COOK |
This table aggregates TIRTL truck movement records by suburb/locality.
| Rank | Suburb / locality | Site-headings | Unique sites | Vehicle movements | Truck movements | Truck % | First month | Last month |
|---|---|---|---|---|---|---|---|---|
| 1 | MULGRAVE | 32 | 18 | 282,977,913 | 18,308,122 | 6.47% | 2025-11 | 2026-05 |
| 2 | MOUNT WAVERLEY | 31 | 16 | 248,531,720 | 16,215,466 | 6.52% | 2025-11 | 2026-05 |
| 3 | DANDENONG NORTH | 40 | 20 | 269,529,163 | 13,895,561 | 5.16% | 2025-11 | 2026-05 |
| 4 | BERWICK | 44 | 24 | 190,801,061 | 8,650,475 | 4.53% | 2025-11 | 2026-05 |
| 5 | NARRE WARREN | 32 | 17 | 194,851,421 | 7,555,471 | 3.88% | 2025-11 | 2026-05 |
| 6 | CHADSTONE | 12 | 6 | 97,481,735 | 6,951,812 | 7.13% | 2025-11 | 2026-05 |
| 7 | KEILOR EAST | 16 | 8 | 90,487,828 | 6,644,198 | 7.34% | 2025-11 | 2026-05 |
| 8 | POINT COOK | 27 | 15 | 140,140,824 | 6,284,582 | 4.48% | 2025-11 | 2026-05 |
| 9 | OFFICER | 27 | 14 | 112,888,078 | 5,766,429 | 5.11% | 2025-11 | 2026-05 |
| 10 | DOVETON | 13 | 7 | 113,882,671 | 5,391,948 | 4.73% | 2025-11 | 2026-05 |
| 11 | AIRPORT WEST | 21 | 11 | 125,276,666 | 5,080,963 | 4.06% | 2025-11 | 2026-05 |
| 12 | WERRIBEE | 23 | 12 | 89,967,212 | 4,896,871 | 5.44% | 2025-11 | 2026-05 |
| 13 | GLEN WAVERLEY | 8 | 4 | 69,125,313 | 4,525,206 | 6.55% | 2025-11 | 2026-05 |
| 14 | ENDEAVOUR HILLS | 16 | 9 | 107,689,949 | 4,517,957 | 4.20% | 2025-11 | 2026-05 |
| 15 | WHEELERS HILL | 8 | 4 | 68,318,829 | 4,417,649 | 6.47% | 2025-11 | 2026-05 |
| 16 | LAVERTON | 15 | 8 | 121,820,004 | 4,243,529 | 3.48% | 2025-11 | 2026-05 |
| 17 | PAKENHAM | 20 | 13 | 61,925,283 | 4,037,380 | 6.52% | 2025-11 | 2026-05 |
| 18 | FAWKNER | 13 | 7 | 53,148,439 | 3,257,926 | 6.13% | 2025-11 | 2026-05 |
| 19 | THOMASTOWN | 14 | 8 | 73,231,059 | 2,958,807 | 4.04% | 2025-11 | 2026-05 |
| 20 | ALTONA MEADOWS | 10 | 5 | 73,196,581 | 2,583,348 | 3.53% | 2025-11 | 2026-05 |
| 21 | WERRIBEE SOUTH | 7 | 5 | 41,039,434 | 2,486,325 | 6.06% | 2025-11 | 2026-05 |
| 22 | LAVERTON NORTH | 15 | 8 | 42,044,330 | 2,442,273 | 5.81% | 2025-11 | 2026-05 |
| 23 | PORT MELBOURNE | 4 | 2 | 30,299,007 | 2,286,084 | 7.55% | 2025-11 | 2026-05 |
| 24 | BROOKLYN | 8 | 4 | 30,377,346 | 2,019,508 | 6.65% | 2025-11 | 2026-05 |
| 25 | HALLAM | 8 | 4 | 50,976,483 | 1,773,104 | 3.48% | 2025-11 | 2026-05 |
| 26 | ALTONA NORTH | 9 | 5 | 18,668,969 | 1,625,342 | 8.71% | 2025-11 | 2026-05 |
| 27 | TULLAMARINE | 17 | 10 | 79,003,115 | 1,568,762 | 1.99% | 2025-11 | 2026-05 |
| 28 | ESSENDON NORTH | 8 | 4 | 31,764,650 | 1,505,755 | 4.74% | 2025-11 | 2026-05 |
| 29 | EPPING | 4 | 2 | 12,504,695 | 1,200,348 | 9.60% | 2025-11 | 2026-05 |
| 30 | ALTONA | 4 | 2 | 31,093,357 | 1,082,393 | 3.48% | 2025-11 | 2026-05 |
| 31 | STRATHMORE HEIGHTS | 4 | 2 | 22,427,244 | 800,400 | 3.57% | 2025-11 | 2026-05 |
| 32 | NARRE WARREN NORTH | 3 | 2 | 22,631,829 | 783,995 | 3.46% | 2025-11 | 2026-05 |
| 33 | MELBOURNE AIRPORT | 10 | 5 | 25,337,421 | 654,817 | 2.58% | 2025-11 | 2026-05 |
| 34 | WILLIAMS LANDING | 1 | 1 | 11,860,733 | 539,132 | 4.55% | 2025-11 | 2026-05 |
| 35 | BALLAN | 4 | 2 | 4,560,685 | 481,105 | 10.55% | 2025-11 | 2026-05 |
| 36 | ESSENDON FIELDS | 2 | 1 | 12,822,444 | 467,823 | 3.65% | 2025-11 | 2026-05 |
| 37 | BEACONSFIELD | 1 | 1 | 9,850,299 | 443,248 | 4.50% | 2025-11 | 2026-05 |
| 38 | BRIGHTON EAST | 4 | 2 | 13,244,117 | 205,807 | 1.55% | 2025-11 | 2026-05 |
| 39 | BAYSWATER | 4 | 2 | 7,289,817 | 198,785 | 2.73% | 2025-11 | 2026-05 |
| 40 | GLADSTONE PARK | 2 | 2 | 8,241,070 | 182,339 | 2.21% | 2025-11 | 2026-05 |
| 41 | WESTMEADOWS | 2 | 1 | 7,974,816 | 153,734 | 1.93% | 2025-11 | 2026-05 |
| 42 | GOWANBRAE | 1 | 1 | 7,789,814 | 120,974 | 1.55% | 2025-11 | 2026-05 |
| 43 | BUNDOORA | 4 | 2 | 9,978,568 | 115,599 | 1.16% | 2025-11 | 2026-05 |
| 44 | KEILOR | 2 | 1 | 3,678,644 | 98,010 | 2.66% | 2025-11 | 2026-02 |
| 45 | LINDENOW SOUTH | 4 | 2 | 1,325,828 | 92,000 | 6.94% | 2025-11 | 2026-05 |
| 46 | BURWOOD | 4 | 2 | 7,174,315 | 55,766 | 0.78% | 2025-11 | 2026-05 |
| 47 | DANDENONG | 4 | 2 | 5,240,388 | 52,905 | 1.01% | 2025-11 | 2026-05 |
These colour-coded charts turn the TIRTL outputs into visual evidence: top truck suburbs, truck-share rankings, monthly movement trends, freight corridor rankings, and high-volume truck monitoring locations.
Ranks suburbs/localities by classified TIRTL truck movement records.
Higher values are shown with hotter orange/red colours; lower values are shown with cooler blue colours.
Ranks suburbs/localities by the proportion of movement records classified as trucks.
Higher values are shown with hotter orange/red colours; lower values are shown with cooler blue colours.
Ranks inferred monitored corridors using the V1 Freight Dependence Score.
Higher values are shown with hotter orange/red colours; lower values are shown with cooler blue colours.
Ranks inferred monitored corridors by absolute truck movement records.
Higher values are shown with hotter orange/red colours; lower values are shown with cooler blue colours.
Top TIRTL site-headings by absolute truck movement records.
Higher values are shown with hotter orange/red colours; lower values are shown with cooler blue colours.
Top TIRTL site-headings by percentage of movement records classified as trucks.
Higher values are shown with hotter orange/red colours; lower values are shown with cooler blue colours.
Monthly totals are classified TIRTL movement records aggregated across imported site-headings. They should be interpreted as network sensor passings, not the number of unique vehicles in Melbourne.
tirtl_monthly_network_summary.csv
.
Detected month column: month_label.
| Month | Sites | Site-headings | Vehicle movements | Truck movements | Truck % |
|---|---|---|---|---|---|
| 2026-05 | 292 | 414 | 364,012,683 | 19,661,874 | 5.40% |
| 2026-04 | 290 | 394 | 480,822,073 | 25,653,808 | 5.34% |
| 2026-03 | 290 | 349 | 256,794,575 | 12,816,624 | 4.99% |
| 2026-02 | 293 | 403 | 496,601,945 | 26,691,227 | 5.37% |
| 2026-01 | 294 | 388 | 514,997,294 | 24,617,576 | 4.78% |
| 2025-12 | 295 | 396 | 520,239,611 | 24,868,179 | 4.78% |
| 2025-11 | 297 | 457 | 501,002,986 | 25,310,745 | 5.05% |
This table aggregates the site-day TIRTL daily summary into network-level daily totals. It shows recent daily vehicle movement records, truck movement records and truck share.
| Date | Sites | Site-headings | Vehicle movements | Truck movements | Truck % | Avg speed km/h | Observations | Peak 15m volume | Peak 15m trucks |
|---|---|---|---|---|---|---|---|---|---|
| 2026-03-15 | 2 | 2 | 160,002 | 10,870 | 6.79% | 73.2 | 192 | 1,618 | 109 |
| 2026-03-14 | 2 | 2 | 187,350 | 17,458 | 9.32% | 70.4 | 192 | 1,857 | 190 |
| 2026-03-13 | 2 | 2 | 201,363 | 40,789 | 20.26% | 64.1 | 192 | 1,888 | 518 |
| 2026-03-12 | 2 | 2 | 193,230 | 40,959 | 21.20% | 67.1 | 192 | 1,944 | 496 |
| 2026-03-11 | 2 | 2 | 186,694 | 40,282 | 21.58% | 65.0 | 192 | 1,921 | 468 |
| 2026-03-10 | 2 | 2 | 186,146 | 37,665 | 20.23% | 71.6 | 192 | 1,919 | 482 |
| 2026-03-09 | 2 | 2 | 152,376 | 12,786 | 8.39% | 77.3 | 192 | 1,602 | 134 |
| 2026-03-08 | 2 | 2 | 166,153 | 10,123 | 6.09% | 76.6 | 192 | 1,611 | 122 |
| 2026-03-07 | 2 | 2 | 183,662 | 15,450 | 8.41% | 76.6 | 192 | 1,651 | 174 |
| 2026-03-06 | 2 | 2 | 201,309 | 38,433 | 19.09% | 70.4 | 192 | 1,940 | 469 |
| 2026-03-05 | 2 | 2 | 196,853 | 39,559 | 20.10% | 68.0 | 192 | 1,959 | 472 |
| 2026-03-04 | 2 | 2 | 197,395 | 40,173 | 20.35% | 68.7 | 192 | 2,031 | 494 |
| 2026-03-03 | 2 | 2 | 190,671 | 39,249 | 20.58% | 67.4 | 192 | 2,003 | 502 |
| 2026-03-02 | 2 | 2 | 178,047 | 35,584 | 19.99% | 66.8 | 192 | 1,883 | 429 |
| 2026-03-01 | 2 | 2 | 160,200 | 10,925 | 6.82% | 70.6 | 192 | 1,718 | 122 |
| 2026-02-28 | 2 | 2 | 195,783 | 18,017 | 9.20% | 69.2 | 192 | 1,776 | 196 |
| 2026-02-27 | 2 | 2 | 201,875 | 39,302 | 19.47% | 62.7 | 192 | 1,876 | 512 |
| 2026-02-26 | 2 | 2 | 186,375 | 38,949 | 20.90% | 61.1 | 177 | 2,012 | 505 |
| 2026-02-25 | 2 | 2 | 188,648 | 39,342 | 20.85% | 65.4 | 187 | 1,958 | 516 |
| 2026-02-24 | 2 | 2 | 176,664 | 37,232 | 21.08% | 65.9 | 177 | 1,977 | 486 |
| 2026-02-23 | 2 | 2 | 177,441 | 36,155 | 20.38% | 69.6 | 186 | 2,003 | 442 |
| 2026-02-22 | 2 | 2 | 156,961 | 10,307 | 6.57% | 71.3 | 191 | 1,785 | 108 |
| 2026-02-21 | 2 | 2 | 194,162 | 16,969 | 8.74% | 69.1 | 192 | 1,894 | 181 |
| 2026-02-20 | 2 | 2 | 201,928 | 38,772 | 19.20% | 65.4 | 192 | 1,957 | 482 |
| 2026-02-19 | 2 | 2 | 195,011 | 39,247 | 20.13% | 63.4 | 192 | 2,008 | 497 |
| 2026-02-18 | 2 | 2 | 194,277 | 39,993 | 20.59% | 65.8 | 192 | 1,953 | 489 |
| 2026-02-17 | 2 | 2 | 187,349 | 38,342 | 20.47% | 66.6 | 192 | 1,937 | 475 |
| 2026-02-16 | 2 | 2 | 187,810 | 38,389 | 20.44% | 68.2 | 192 | 1,923 | 456 |
| 2026-02-15 | 2 | 2 | 170,320 | 11,167 | 6.56% | 72.1 | 192 | 1,807 | 111 |
| 2026-02-14 | 2 | 2 | 193,026 | 16,652 | 8.63% | 69.9 | 192 | 1,778 | 183 |
| 2026-02-13 | 2 | 2 | 204,284 | 39,929 | 19.55% | 65.5 | 192 | 1,894 | 562 |
This section explains how raw TIRTL outputs were converted into public-facing truck movement, truck-share, suburb/locality, map and freight-corridor intelligence.
The workflow starts with imported TIRTL records and source manifests. The current import manifest contains 7 rows across 0 detected monthly periods.
TIRTL monitoring locations are organised into base sites and directional site-heading records. The current site-heading master contains 562 rows.
The enriched map layer contains 562 site-heading records. Coordinates were used to spatially join the records to Vicmap locality polygons, producing 47 suburbs/localities in the current output.
Across the current map layer, the output contains 3,134,471,167 vehicle movement records and 159,620,033 truck movement records. The network-wide truck share is 5.09%.
The workflow generates top truck movement rankings, top truck-share rankings, suburb/locality summaries, monthly/daily summaries, interactive map layers and technical appendix outputs.
The freight corridor model groups TIRTL site-heading records into inferred monitored corridors and ranks them using a transparent Freight Dependence Score. The current freight corridor output identifies 21 inferred corridors and 21 GeoJSON line features.
These checks explain what is strong about the current TIRTL output and where the limits are. The page is designed to be useful while remaining careful about what the data can and cannot claim.
Rows with latitude values in the public map layer.
Rows with longitude values in the public map layer.
Rows with a suburb/locality assignment after spatial enrichment.
Rows in the spatial locality lookup table.
| Match method | Rows |
|---|---|
LOCALITY_POLYGON.dbf
|
562 |
These files support public review, journalist research, map reproduction, future page generation, methodology checking and later SCATS + TIRTL combined intelligence work.
Aggregated truck movement and truck-share summary by Vicmap suburb/locality.
tirtl_suburb_truck_summary.csvJournalist-ready ranking of TIRTL site-headings by absolute truck movement records, enriched with suburb/locality context.
tirtl_top_truck_sites_enriched.csvJournalist-ready ranking of TIRTL site-headings by truck share, enriched with site names and suburb/locality context.
tirtl_top_truck_share_sites_enriched.csvDaily classified TIRTL movement records and truck movement records.
tirtl_daily_summary.csvMonthly classified TIRTL movement records, truck movement records and truck share.
tirtl_monthly_network_summary.csvPeriod-comparison summary for truck movement and truck-share changes.
tirtl_truck_change_period_summary.csvVersion 1 line-style freight corridor map using inferred monitored corridors from TIRTL site-heading points.
melbourne-freight-corridor-map.htmlInteractive dashboard showing TIRTL truck movement site-headings, truck share, coordinates and suburb/locality context.
melbourne-tirtl-truck-intelligence.htmlStandalone HTML data dictionary and CSV catalogue for the TIRTL outputs.
melbourne-tirtl-data-dictionary.htmlGeoJSON line features for the Version 1 inferred freight corridor map.
tirtl_freight_corridor_lines.geojsonPrimary map-layer CSV containing TIRTL site-heading coordinates, suburb/locality joins, vehicle movements, truck movements and truck share.
melbourne_tirtl_truck_map_layer.csvGeoJSON point features for the measured TIRTL site-heading records used in the freight corridor map.
tirtl_freight_corridor_points.geojsonJSON version of the TIRTL truck map layer.
melbourne_tirtl_truck_map_layer.jsonCorridor-level Freight Dependence Score, truck movement totals, truck share and suburb/locality context.
tirtl_freight_corridor_summary.csvPoint-level CSV used to build the inferred freight corridor map.
tirtl_freight_corridor_points.csvMachine-readable summary of the Version 1 freight corridor model.
tirtl_freight_corridor_summary.jsonSpatial join proof table showing TIRTL site-heading records matched to Vicmap locality polygons.
tirtl_site_locality_lookup.csvImport manifest describing source/imported periods and pipeline audit information.
tirtl_import_manifest.csvMaster table of TIRTL site-heading records with coordinates, coverage, vehicle movements, truck movements and truck share.
tirtl_site_heading_master.csvSummary table for TIRTL site-heading movement totals and coverage.
tirtl_site_heading_summary.csvFull site master output used for joins, QA and dashboard build workflows.
tirtl_sites_full.csvColumn-level dictionary for TIRTL CSV outputs.
tirtl_data_dictionary_columns_v3.csvFile-level catalogue explaining each TIRTL CSV output, category and release status.
tirtl_data_dictionary_files_v3.csvRanked catalogue of the most useful TIRTL datasets for public pages, journalist use and future ChatGPT workflows.
tirtl_data_dictionary_priority_datasets_v3.csvPlain-English README explaining the TIRTL data dictionary and terminology.
tirtl_data_dictionary_readme_v3.mdMachine-readable summary of the TIRTL data dictionary.
tirtl_data_dictionary_summary_v3.jsonMarkdown briefing pack designed to orient future ChatGPT sessions to the combined SCATS + TIRTL project.
combined_scats_tirtl_future_chat_briefing_pack.mdMachine-readable future-chat briefing pack.
combined_scats_tirtl_future_chat_briefing_pack.jsonChecklist of the best files to upload into future ChatGPT sessions.
combined_scats_tirtl_future_chat_upload_checklist.csvVisual HTML version of the future-chat briefing pack.
combined-scats-tirtl-future-chat-briefing-pack.htmlGenerated HTML chart gallery section.
tirtl_charts_section.htmlGenerated HTML section for headline metrics.
tirtl_headline_metrics_section.htmlGenerated HTML section for key TIRTL findings.
tirtl_key_findings_section.htmlGenerated HTML maps and map-downloads section.
tirtl_maps_section.htmlThe TIRTL intelligence work is built from repeatable CSV, JSON, GeoJSON, chart and HTML outputs. These files make it possible to regenerate the page, verify the source layers, explain the methodology, and support future AI-assisted traffic analysis for journalists, developers, transport reviewers and public users.
| Rank | Dataset | Category | Public use | Release status |
|---|---|---|---|---|
| 1 |
exports/tirtl_top_truck_share_sites_enriched.csv
|
Truck-share ranking | Identifies high truck-share TIRTL monitoring locations. | Good public release candidate |
| 2 |
exports/tirtl_top_truck_sites_enriched.csv
|
Truck movement ranking | Ranks monitored locations by truck movement volume. | Good public release candidate |
| 3 |
exports/melbourne_tirtl_truck_map_layer.csv
|
Map layer / geospatial | Supports the public TIRTL truck and freight map. | Good public release candidate |
| 4 |
exports/tirtl_suburb_truck_summary.csv
|
Suburb/locality truck intelligence | Summarises truck pressure by suburb or locality. | Good public release candidate |
| 5 |
exports/tirtl_daily_summary.csv
|
Daily network trend | Shows daily monitored movement trends across the TIRTL estate. | Good public release candidate |
| 6 |
exports/tirtl_monthly_network_summary.csv
|
Monthly network trend | Shows month-by-month monitored network movement patterns. | Good public release candidate |
| 7 |
exports/tirtl_site_locality_lookup.csv
|
Spatial join / locality lookup | Connects TIRTL monitoring locations to localities and map outputs. | Public methodology / technical appendix |
The latest build adds three higher-level evidence families: construction RDO movement effects, historical 15-minute worsening-risk nowcast outputs, and abnormal speed-flow episode detection. These files are the main audit trail for the new abnormal-flow and nowcast section.
| Answer layer | Primary output | What it supports | Public caveat |
|---|---|---|---|
| Construction RDO effects |
holiday_movement_intelligence_v2/holiday_vs_ordinary_summary_v2.csv
|
Compares citywide SCATS movement patterns on construction RDO dates against ordinary days and ordinary Mondays. | Calendar effect analysis, not proof of individual worker travel behaviour. |
| 15-minute worsening-risk nowcast |
tirtl_15min_congestion_nowcast_v2/historical_15min_nowcast_lookup_min_n_v2.csv
|
Shows historical probability that monitored TIRTL traffic conditions worsened in the next 15 minutes. | Historical transition model only; not a live forecast. |
| Abnormal speed-flow episodes |
tirtl_abnormal_event_durations_v2/abnormal_event_summary_by_direction_v2.csv
|
Summarises abnormal episode counts, duration, severity and recovery proxies by monitored direction. | Incident-like candidates only; not official incident records. |
| Chart family | Example chart | Purpose |
|---|---|---|
| RDO / calendar effects |
holiday_movement_intelligence_v2/charts/monday_rdo_public_holiday_avg_volume_v2.png
|
Shows construction RDO Mondays compared with ordinary Mondays. |
| Daily RDO overlay |
holiday_movement_intelligence_v2/charts/daily_movements_holidays_rdos_highlighted_v2.png
|
Shows daily SCATS movement totals with construction RDO dates highlighted. |
| RDOs vs ordinary days |
holiday_movement_intelligence_v2/charts/holiday_vs_ordinary_avg_daily_volume_v2.png
|
Compares average citywide movement volume on RDO dates against ordinary days. |
| Historical 15-minute nowcast |
tirtl_15min_congestion_nowcast_v2/charts/worsening_probability_heatmap_day_time_v2.png
|
Shows day/time patterns in historical worsening probability. |
| Nowcast by direction |
tirtl_15min_congestion_nowcast_v2/charts/worsening_probability_by_direction_v2.png
|
Shows historical worsening probability aggregated by monitored direction. |
| Highest-risk nowcast rows |
tirtl_15min_congestion_nowcast_v2/charts/highest_risk_nowcast_lookup_rows_min_n_v2.png
|
Shows filtered high-risk historical transition lookup rows with sample-size controls. |
| Abnormal episode types |
tirtl_abnormal_event_durations_v2/charts/abnormal_event_type_counts_v2.png
|
Shows speed-drop, volume-surge and combined abnormal-flow signatures. |
| Abnormal duration bands |
tirtl_abnormal_event_durations_v2/charts/abnormal_event_duration_band_counts_v2.png
|
Shows the duration distribution of abnormal speed-flow episodes. |
| Capped duration distribution |
tirtl_abnormal_event_durations_v2/charts/abnormal_event_duration_distribution_capped_0_360min_v2.png
|
Shows public-readable abnormal episode durations capped at six hours. |
| Breakdown-frequency proxy |
tirtl_abnormal_event_durations_v2/charts/abnormal_breakdown_frequency_by_direction_v2.png
|
Ranks monitored directions by abnormal episode frequency and severity. |
| Direction-level recovery proxy |
tirtl_abnormal_event_durations_v2/charts/average_abnormal_duration_by_direction_v2.png
|
Compares average abnormal episode duration by monitored direction. |
| File group | Relative path | Purpose |
|---|---|---|
| Import manifest |
exports/tirtl_import_manifest.csv
|
Documents imported TIRTL source files and load coverage. |
| Site-heading master |
exports/tirtl_site_heading_master.csv
|
Master lookup for monitored TIRTL sites and directions/headings. |
| Site locality lookup |
exports/tirtl_site_locality_lookup.csv
|
Spatial/locality layer connecting monitored sites to suburbs and local areas. |
| Truck map layer |
exports/melbourne_tirtl_truck_map_layer.csv
|
Public geospatial layer for truck and freight map outputs. |
| Truck map summary |
exports/melbourne_tirtl_truck_map_summary.json
|
Machine-readable summary for the public TIRTL truck map layer. |
| Freight corridor summary CSV |
exports/freight_corridors/tirtl_freight_corridor_summary.csv
|
Summarises TIRTL freight behaviour by corridor grouping. |
| Freight corridor summary JSON |
exports/freight_corridors/tirtl_freight_corridor_summary.json
|
Machine-readable freight corridor summary used by chart and page-generation workflows. |
| Data dictionary summary |
exports/data_dictionary/tirtl_data_dictionary_summary_v3.json
|
Machine-readable summary of the TIRTL dictionary build. |
| Priority datasets |
exports/data_dictionary/tirtl_data_dictionary_priority_datasets_v3.csv
|
Ranks datasets by public, technical and future-chat usefulness. |
| File dictionary |
exports/data_dictionary/tirtl_data_dictionary_files_v3.csv
|
Documents known TIRTL output files and their roles. |
| Column dictionary |
exports/data_dictionary/tirtl_data_dictionary_columns_v3.csv
|
Column-level profiling for technical review and AI-assisted analysis. |
| Dictionary readme |
exports/data_dictionary/tirtl_data_dictionary_readme_v3.md
|
Plain-English readme for the TIRTL data dictionary build. |
| Dictionary HTML page |
exports/data_dictionary/melbourne-tirtl-data-dictionary.html
|
Human-readable technical appendix for the TIRTL data dictionary. |