Annual severity trend
Crash records by year, stacked by fatal, serious injury and other injury severity.
Fatal and injury crash patterns, vulnerable road-user harm, heavy-vehicle involvement, SCATS exposure matching and TIRTL freight-conflict matching.
This section diagnoses the type of road-harm problem in Towong by crash mechanism, road environment, vulnerable-road-user involvement and heavy-vehicle involvement.
| Mechanism family | Crashes | FSI | Harm | Share |
|---|---|---|---|---|
| Turning / crossing conflict | 165 | 91 | 1,826 | 42.2% |
| Run-off-road / loss-of-control | 114 | 66 | 900 | 20.8% |
| Parked-vehicle / roadside conflict | 48 | 32 | 612 | 14.1% |
| Lane-change / sideswipe conflict | 30 | 22 | 527 | 12.2% |
| Other / mixed mechanism | 52 | 20 | 232 | 5.4% |
| Object / roadside impact | 17 | 11 | 116 | 2.7% |
| Rear-end / same-lane conflict | 6 | 2 | 114 | 2.6% |
| Pedestrian conflict | 2 | 0 | 2 | 0.0% |
| Mechanism family | Crashes | FSI | Harm | Share |
|---|---|---|---|---|
| Turning / crossing conflict | 87 | 91 | 1,728 | 42.3% |
| Run-off-road / loss-of-control | 62 | 66 | 843 | 20.6% |
| Parked-vehicle / roadside conflict | 30 | 32 | 593 | 14.5% |
| Lane-change / sideswipe conflict | 17 | 22 | 502 | 12.3% |
| Other / mixed mechanism | 20 | 20 | 200 | 4.9% |
| Object / roadside impact | 11 | 11 | 110 | 2.7% |
| Rear-end / same-lane conflict | 2 | 2 | 110 | 2.7% |
| Mechanism family | Crashes | FSI | Harm | Share |
|---|---|---|---|---|
| Object / roadside impact | 1 | 1 | 10 | 66.7% |
| Other / mixed mechanism | 2 | 0 | 2 | 13.3% |
| Pedestrian conflict | 2 | 0 | 2 | 13.3% |
| Parked-vehicle / roadside conflict | 1 | 0 | 1 | 6.7% |
| Mechanism family | Crashes | FSI | Harm | Share |
|---|---|---|---|---|
| Parked-vehicle / roadside conflict | 3 | 2 | 112 | 38.9% |
| Rear-end / same-lane conflict | 2 | 1 | 101 | 35.1% |
| Turning / crossing conflict | 11 | 3 | 39 | 13.5% |
| Run-off-road / loss-of-control | 6 | 2 | 24 | 8.3% |
| Other / mixed mechanism | 1 | 1 | 10 | 3.5% |
| Lane-change / sideswipe conflict | 1 | 0 | 2 | 0.7% |
| Speed category | Crashes | FSI | Harm | Share |
|---|---|---|---|---|
| High-speed roads (80+ km/h) | 359 | 209 | 3,928 | 90.7% |
| Unknown speed zone | 51 | 27 | 299 | 6.9% |
| Urban arterial roads (60–70 km/h) | 8 | 4 | 46 | 1.1% |
| Local streets (50 km/h) | 11 | 3 | 42 | 1.0% |
| Low-speed streets (≤40 km/h) | 5 | 1 | 14 | 0.3% |
| Road geometry | Crashes | FSI | Harm | Share |
|---|---|---|---|---|
| Midblock / not at intersection | 398 | 225 | 4,116 | 95.1% |
| Intersection | 35 | 18 | 203 | 4.7% |
| Unknown geometry | 1 | 1 | 10 | 0.2% |
| Lighting | Crashes | FSI | Harm | Share |
|---|---|---|---|---|
| Daylight | 356 | 205 | 3,793 | 87.6% |
| Dark / street lights | 53 | 24 | 370 | 8.5% |
| Dawn / dusk | 17 | 11 | 119 | 2.7% |
| Other lighting | 8 | 4 | 47 | 1.1% |
| Detailed crash description | Crashes | FSI | Harm | Share |
|---|---|---|---|---|
| OFF RIGHT BEND INTO OBJECT/PARKED VEHICLE | 92 | 50 | 1,277 | 29.5% |
| OFF LEFT BEND INTO OBJECT/PARKED VEHICLE | 40 | 28 | 566 | 13.1% |
| HEAD ON (NOT OVERTAKING) | 22 | 17 | 379 | 8.8% |
| OFF CARRIAGEWAY ON RIGHT BEND | 49 | 29 | 319 | 7.4% |
| OFF CARRIAGEWAY ON LEFT BEND | 23 | 17 | 269 | 6.2% |
| LEFT OFF CARRIAGEWAY INTO OBJECT/PARKED VEHICLE | 20 | 16 | 259 | 6.0% |
| RIGHT OFF CARRIAGEWAY INTO OBJECT/PARKED VEHICLE | 14 | 9 | 187 | 4.3% |
| OUT OF CONTROL ON CARRIAGEWAY (ON BEND) | 31 | 16 | 175 | 4.0% |
Caveat: This is a public-interest diagnostic layer. It identifies patterns for review and does not assign legal fault, engineering causation or treatment responsibility.
This section compares recent road harm against the long-run baseline to identify patterns that may be getting worse.
| Location | Class | Baseline harm/yr | Recent harm/yr | Change/yr | Recent FSI |
|---|---|---|---|---|---|
| MURRAY RIVER ROAD / KURRAJONG TRACK | Emerging from low baseline | 1.4 | 31.3 | 30.0 | 3 |
| OMEO HIGHWAY / DUNSTANS LOG ROAD | Strong worsening | 11.5 | 39.4 | 27.9 | 6 |
| MURRAY VALLEY HIGHWAY / CUDGEWA ALT ROAD | Emerging from low baseline | 0.0 | 26.4 | 26.4 | 1 |
| MURRAY RIVER ROAD / REDBANK TRACK | Emerging from low baseline | 0.0 | 5.2 | 5.2 | 2 |
| MURRAY RIVER ROAD / RANCH ROAD | Emerging from low baseline | 1.3 | 5.2 | 4.0 | 2 |
| Mechanism | Class | Baseline harm/yr | Recent harm/yr | Change/yr |
|---|---|---|---|---|
| Turning / crossing conflict | Strong worsening | 123.0 | 167.9 | 44.8 |
| Run-off-road / loss-of-control | Strong worsening | 53.5 | 103.4 | 49.9 |
| Other / mixed mechanism | Moderate worsening | 16.8 | 19.1 | 2.3 |
Baseline: 2012-2019
Recent: 2022-2025
Metrics are annualised. This is a statistical screening layer, not an engineering safety audit.
This section focuses on pedestrian, bicyclist, motorcyclist, school-age pedestrian/cyclist and older-pedestrian harm patterns where fields are available.
| VRU type | Harm | FSI | Crashes |
|---|---|---|---|
| Pedestrian | 12 | 1 | 3 |
| Older pedestrian | 10 | 1 | 1 |
| Bicyclist | 3 | 0 | 3 |
| School-age pedestrian/cyclist | 2 | 0 | 2 |
| Motorcyclist | 0 | 0 | 0 |
| Mechanism | Harm | FSI | Crashes |
|---|---|---|---|
| Object / roadside impact | 10 | 1 | 1 |
| Other / mixed mechanism | 3 | 0 | 3 |
| Parked-vehicle / roadside conflict | 1 | 0 | 1 |
| Turning / crossing conflict | 1 | 0 | 1 |
This section focuses on heavy-vehicle crash harm, vulnerable-road-user overlap and TIRTL freight exposure where available.
No records available for this table.
| Mechanism | Harm | FSI | HV crashes | HV+VRU |
|---|---|---|---|---|
| Parked-vehicle / roadside conflict | 112 | 2 | 3 | 0 |
| Rear-end / same-lane conflict | 101 | 1 | 2 | 0 |
| Turning / crossing conflict | 39 | 3 | 11 | 2 |
| Run-off-road / loss-of-control | 24 | 2 | 6 | 0 |
| Other / mixed mechanism | 10 | 1 | 1 | 0 |
| Lane-change / sideswipe conflict | 2 | 0 | 1 | 0 |
| Location | Harm | FSI | HV crashes | HV+VRU |
|---|---|---|---|---|
| LUCYVALE ROAD / COULSTONS ROAD Open map | 100 | 1 | 1 | 0 |
| MURRAY RIVER ROAD / LEHMANS ROAD Open map | 100 | 1 | 1 | 0 |
| MURRAY VALLEY HIGHWAY / BRYANTS GAP ROAD Open map | 12 | 1 | 2 | 0 |
| HANSEN STREET / DONALDSON ALT STREET Open map | 11 | 1 | 1 | 0 |
| MURRAY RIVER ROAD / REDBANK TRACK Open map | 10 | 1 | 1 | 1 |
| MURRAY VALLEY HIGHWAY / EDGAR ROAD Open map | 10 | 1 | 1 | 0 |
This section ranks signalised intersections by total road harm and by harm adjusted for observed SCATS movements.
No SCATS records available for this table.
No SCATS records available for this table.
Interactive self-contained Google Map showing crash records, fatal crashes, serious-injury crashes, vulnerable road-user crashes and heavy-vehicle crashes for this council area.
Map caveat: this is public-interest road-harm intelligence, not an engineering safety audit.
Large-format colour-coded graph pack showing this council's severity trend, harm composition, road-user involvement, top locations and exposure layers.
Crash records by year, stacked by fatal, serious injury and other injury severity.
Fatalities, serious injuries and other injuries in the official crash data.
Pedestrian, bicycle, motorcycle and heavy-vehicle crash involvement.
Highest weighted-harm locations in this council area.
Combined priority score and statewide rank compared with other councils.
Graph caveat: these are public-interest road-harm intelligence charts, not an engineering safety audit.
Click a link to inspect the road environment in a new browser tab.
| SCATS site | Summary | Street View | Google Maps |
|---|---|---|---|
| No Street View links available. | |||
Ranked by weighted harm score. Weighting: fatality ×100, serious injury ×10, other injury ×1.
| Rank | Location | Crashes | Fatalities | Serious injuries | Other injuries | Harm score | HV crashes | Ped | Bike | Moto |
|---|---|---|---|---|---|---|---|---|---|---|
| 1 | OMEO HIGHWAY / DUNSTANS LOG ROAD | 21 | 1 | 16 | 4 | 264 | 0 | 0 | 0 | 19 |
| 2 | LOCKHARTS GAP ROAD / ESKDALE SPUR ROAD | 9 | 1 | 6 | 4 | 164 | 0 | 0 | 0 | 5 |
| 3 | OMEO HIGHWAY / LIGHTNING CREEK TRACK | 8 | 1 | 5 | 3 | 153 | 1 | 0 | 0 | 8 |
| 4 | LOCKHARTS GAP ROAD / OMEO HIGHWAY | 5 | 1 | 3 | 1 | 131 | 0 | 0 | 0 | 2 |
| 5 | MURRAY RIVER ROAD / KURRAJONG TRACK | 5 | 1 | 3 | 1 | 131 | 0 | 0 | 0 | 3 |
| 6 | OMEO HIGHWAY / KOHNES ROAD | 6 | 1 | 2 | 7 | 127 | 0 | 0 | 0 | 3 |
| 7 | MURRAY RIVER ROAD / SUGARLOAF TRACK | 3 | 1 | 2 | 0 | 120 | 0 | 0 | 0 | 0 |
| 8 | SHELLEY ROAD / SANDY CREEK ROAD | 3 | 1 | 2 | 0 | 120 | 1 | 0 | 0 | 2 |
| 9 | MURRAY VALLEY HIGHWAY / MT ELLIOT RIDGE TRACK | 4 | 1 | 1 | 2 | 112 | 0 | 0 | 0 | 4 |
| 10 | MURRAY RIVER ROAD / LEHMANS ROAD | 2 | 1 | 1 | 0 | 110 | 1 | 0 | 0 | 1 |
| 11 | OMEO HIGHWAY / OMEO HIGHWAY | 1 | 1 | 1 | 0 | 110 | 0 | 0 | 0 | 0 |
| 12 | KURRAJONG GAP ROAD / COLES ROAD | 2 | 1 | 0 | 1 | 101 | 0 | 0 | 0 | 1 |
| 13 | MURRAY RIVER ROAD / PUB TRACK | 2 | 1 | 0 | 1 | 101 | 0 | 0 | 0 | 1 |
| 14 | MURRAY VALLEY HIGHWAY / CUDGEWA ALT ROAD | 2 | 1 | 0 | 1 | 101 | 0 | 0 | 0 | 0 |
| 15 | KURRAJONG GAP ROAD / LAKE ROAD | 1 | 1 | 0 | 0 | 100 | 0 | 0 | 0 | 1 |
| 16 | LUCYVALE ROAD / COULSTONS ROAD | 1 | 1 | 0 | 0 | 100 | 1 | 0 | 0 | 0 |
| 17 | MURRAY RIVER ROAD / TANKARDS ROAD | 1 | 1 | 0 | 0 | 100 | 0 | 0 | 0 | 0 |
| 18 | SHELLEY ROAD / OLD SHELLEY-WALWA ROAD | 1 | 1 | 0 | 0 | 100 | 0 | 0 | 0 | 1 |
| 19 | GRANYA ROAD / HINDLETON ROAD | 11 | 0 | 7 | 4 | 74 | 0 | 0 | 0 | 9 |
| 20 | MURRAY VALLEY HIGHWAY / BRYANTS GAP ROAD | 8 | 0 | 3 | 8 | 38 | 2 | 0 | 0 | 0 |
| 21 | GRANYA ROAD / FIREBRACE LINK TRACK | 8 | 0 | 3 | 5 | 35 | 0 | 0 | 0 | 7 |
| 22 | OMEO HIGHWAY / HOLLOWAYS LOG ROAD | 8 | 0 | 3 | 5 | 35 | 0 | 0 | 0 | 7 |
| 23 | MURRAY VALLEY HIGHWAY / MURRAY RIVER ROAD | 5 | 0 | 3 | 4 | 34 | 1 | 0 | 0 | 2 |
| 24 | GRANYA ROAD / FIREBRACE TRACK | 4 | 0 | 3 | 1 | 31 | 0 | 0 | 0 | 4 |
| 25 | MURRAY RIVER ROAD / RANCH ROAD | 3 | 0 | 3 | 0 | 30 | 0 | 0 | 0 | 2 |
Crash records matched to nearby SCATS sites using the selected proximity radius. This is a signal/intersection-adjacent view, not full road-network attribution.
No rows available.
Heavy-vehicle crash records matched to nearby TIRTL freight monitoring sites. This is a freight-corridor candidate layer.
No rows available.