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Percent grade from stopping distance difference

Short answer

Given 12 m extra stopping distance down grade at 65 km/h with friction 0.38, the grade is 5.11%. Stopping sight distance up grade is 83.8 m and down grade is 95.8 m.

The driver of a vehicle travelling at 65 kmph down a grade required 12 m more stopping sight distance to stop than the driver travelling at same speed up the same grade. If the coefficient of friction between tire and pavement is 0.38. Determine the percent grade and stopping sight distance up the grade.

Approach

The extra stopping distance down the grade comes only from the braking distance, because the lag distance is the same:

SSDdown−SSDup=V2254[1f−n−1f+n]=12 mSSD_{down}-SSD_{up}=\frac{V^2}{254}\left[\frac{1}{f-n}-\frac{1}{f+n}\right]=12\ \text{m}

Here V=65V=65 km/h, f=0.38f=0.38 and nn = grade as a ratio. V2254=652254=16.634\dfrac{V^2}{254}=\dfrac{65^2}{254}=16.634.

Solving for the grade

16.634[2nf2−n2]=12 ⇒ 2n0.1444−n2=0.721416.634\left[\frac{2n}{f^2-n^2}\right]=12\ \Rightarrow\ \frac{2n}{0.1444-n^2}=0.7214 0.7214 n2+2n−0.10417=0 ⇒ n=0.05110.7214\,n^2+2n-0.10417=0\ \Rightarrow\ n=0.0511

Grade ≈5.11%\approx5.11\%.

Stopping sight distance up the grade (t=2.5t=2.5 s)

SSDup=0.278Vt+V2254(f+n)=0.278(65)(2.5)+652254(0.4311)=45.18+38.58=83.8 mSSD_{up}=0.278Vt+\frac{V^2}{254(f+n)}=0.278(65)(2.5)+\frac{65^2}{254(0.4311)}=45.18+38.58=83.8\ \text{m}

Check: SSDdown=45.18+652254(0.3289)=95.8SSD_{down}=45.18+\dfrac{65^2}{254(0.3289)}=95.8 m; difference =12.00=12.00 m, which matches 12 m.

Answer: grade = 5.1%; stopping sight distance up the grade = 83.8 m (down the grade 95.8 m).

✓ Answer checked by Claude Opus 5.5 (high effort)

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