For calculating the tractive force along an upgrade of an asphalt road, the most probable value of the co-efficient of traction resistance $μ$ is assumed

- 1
  
  $\frac{1}{10}$
- 2
  
  $\frac{1}{20}$
- 3
  
  $\frac{1}{30}$
- 4
  
  $\frac{1}{100}$

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