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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 |
|---|---|---|---|---|---|
| 3325 | Reg. 237(1) | Combination mass exceeds the permissible max, whether laden or unladen, determined as 5X total axle massloads of the driving axle or axles of such vehicle by 4-5.99 percent | Infringement | 0 | R500 |
| 3326 | Reg. 237(1) | Combination mass exceeds the permissible max, whether laden or unladen, determined as 5X total axle massloads of the driving axle or axles of such vehicle by 6-7.99 percent | Infringement | 0 | R750 |
| 3327 | Reg. 237(1) | Combination mass exceeds the permissible max, whether laden or unladen, determined as 5X total axle massloads of the driving axle or axles of such vehicle by 8-9.99 percent | Infringement | 0 | R1,000 |
| 3328 | Reg. 237(1) | Combination mass exceeds the permissible max, whether laden or unladen, determined as 5X total axle massloads of the driving axle or axles of such vehicle by 10-11.99 percent | Infringement | 0 | R1,250 |
| 3329 | Reg. 237(1) | Combination mass exceeds the permissible max, whether laden or unladen, determined as 5X total axle massloads of the driving axle or axles of such vehicle by 12-13.99 percent | Infringement | 0 | R1,500 |
| 3330 | Reg. 237(1) | Combination mass exceeds the permissible max, whether laden or unladen, determined as 5X total axle massloads of the driving axle or axles of such vehicle by >13.99 percent | Offence | 0 | – |
| 3331 | Reg. 237(1) | Axle mass of a group of axles of a combination exceeded the massload carrying capacity of bridges (=distance between the centres of the 2 axles of such group (in 1/10 th of a meter) X2100 + 18000), by 2-3.99 percent | Infringement | 0 | R250 |
| 3332 | Reg. 237(1) | Axle mass of a group of axles of a combination exceeded the massload carrying capacity of bridges (=distance between the centres of the 2 axles of such group (in 1/10 th of a meter) X2100 + 18000), by 4-5.99 percent | Infringement | 0 | R500 |
| 3333 | Reg. 237(1) | Axle mass of a group of axles of a combination exceeded the massload carrying capacity of bridges (=distance between the centres of the 2 axles of such group (in 1/10 th of a meter) X2100 + 18000), by 6-7.99 percent | Infringement | 0 | R750 |
| 3334 | Reg. 237(1) | Axle mass of a group of axles of a combination exceeded the massload carrying capacity of bridges (=distance between the centres of the 2 axles of such group (in 1/10 th of a meter) X2100 + 18000), by 8-9.99 percent | Infringement | 0 | R1,000 |