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This directory reflects the latest AARTO schedule, dated October 2025.
The complete official schedule is available as a PDF using the download button above.
Search the schedule by
| Charge code | NTRA ref | Description | Class | Points | Fine |
|---|---|---|---|---|---|
| 3255 | Reg. 236(1) | Axle mass of a group of axles exceeded the massload carrying capacity of bridges (determined as the distance between the centre of 1st axle to the centre of the last axle of such group (in 1/10th of a meter) X2100 + 18000) by 4-5.99 percent | Infringement | 0 | R500 |
| 3256 | Reg. 236(1) | Axle mass of a group of axles exceeded the massload carrying capacity of bridges (determined as the distance between the centre of 1st axle to the centre of the last axle of such group (in 1/10th of a meter) X2100 + 18000) by 6-7.99 percent | Infringement | 0 | R750 |
| 3257 | Reg. 236(1) | Axle mass of a group of axles exceeded the massload carrying capacity of bridges (determined as the distance between the centre of 1st axle to the centre of the last axle of such group (in 1/10th of a meter) X2100 + 18000) by 8-9.99 percent | Infringement | 0 | R1,000 |
| 3258 | Reg. 236(1) | Axle mass of a group of axles exceeded the massload carrying capacity of bridges (determined as the distance between the centre of 1st axle to the centre of the last axle of such group (in 1/10th of a meter) X2100 + 18000) by 10-11.99 percent | Infringement | 0 | R1,250 |
| 3259 | Reg. 236(1) | Axle mass of a group of axles exceeded the massload carrying capacity of bridges (determined as the distance between the centre of 1st axle to the centre of the last axle of such group (in 1/10th of a meter) X2100 + 18000) by 12-13.99 percent | Infringement | 0 | R1,500 |
| 3260 | Reg. 236(1) | Axle mass of a group of axles exceeded the massload carrying capacity of bridges (determined as the distance between the centre of 1st axle to the centre of the last axle of such group (in 1/10th of a meter) X2100 + 18000) by > 13.99 percent | Offence | 0 | – |
| 3261 | Reg. 236(1) | Axle mass between any 2 axles exceeded the massload carrying capacity of bridges (determined as the distance between the centre of the 1st axle to the centre of the 2nd axle (in 1/10th of a meter) X2100 + 18000) by 2-3.99 percent | Infringement | 0 | R250 |
| 3262 | Reg. 236(1) | Axle mass between any 2 axles exceeded the massload carrying capacity of bridges (determined as the distance between the centre of the 1st axle to the centre of the 2nd axle (in 1/10th of a meter) X2100 + 18000) by 4 - 5.99 percent | Infringement | 0 | R500 |
| 3263 | Reg. 236(1) | Axle mass between any 2 axles exceeded the massload carrying capacity of bridges (determined as the distance between the centre of the 1st axle to the centre of the 2nd axle (in 1/10th of a meter) X2100 + 18000) by 6 - 7.99 percent | Infringement | 0 | R750 |
| 3264 | Reg. 236(1) | Axle mass between any 2 axles exceeded the massload carrying capacity of bridges (determined as the distance between the centre of the 1st axle to the centre of the 2nd axle (in 1/10th of a meter) X2100 + 18000) by 8-9.99 percent | Infringement | 0 | R1,000 |