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Vertical curve -3.25% and +3.75%, 225 m

Short answer

Valley curve length using standard headlight values (h=0.75 m, β=1°) is 380 m. BVC RL = 125.02 m, lowest point RL = 122.15 m at 176.4 m from BVC, EVC RL = 125.97 m.

A vertical curve connects -3.25% grade with +3.75% grade. The curve should be designed at least to provide the visibility of the road surface to a distance of 225 m at night time. Calculate elevation of BVC, lowest point and EVC if the RL of the curve at 18 m distance from EVC is 125.32 m.

A −3.25% grade meeting +3.75% is a valley curve; N=0.0325+0.0375=0.07N=0.0325+0.0375=0.07.

Length (S=225S=225 m)

Headlight height and beam angle are not given, so the standard values h1=0.75h_1=0.75 m and α=1∘\alpha=1^\circ (IRC/NRS) are assumed:

L=NS21.5+0.035S=0.07(225)21.5+0.035(225)=378.0 mL=\frac{NS^2}{1.5+0.035S}=\frac{0.07(225)^2}{1.5+0.035(225)}=378.0\ \text{m}

L>SL>S, valid. Adopt L = 380 m (half = 190 m).

RL of EVC from the given point

The point is 18 m before EVC. Measured back from EVC along the +3.75% tangent, the curve lies above the tangent by Nx22L\dfrac{Nx^2}{2L}:

125.32=RLEVC−0.0375(18)+0.07(18)22(380)⇒RLEVC=125.32+0.675−0.030=125.965 m125.32=RL_{EVC}-0.0375(18)+\frac{0.07(18)^2}{2(380)}\Rightarrow RL_{EVC}=125.32+0.675-0.030=125.965\ \text{m}

RL of PVI and BVC

RLPVI=RLEVC−0.0375(190)=118.840 m,RLBVC=RLPVI+0.0325(190)=125.015 mRL_{PVI}=RL_{EVC}-0.0375(190)=118.840\ \text{m},\qquad RL_{BVC}=RL_{PVI}+0.0325(190)=125.015\ \text{m}

Lowest point

x=g1LN=0.0325(380)0.07=176.43 m from BVCx=\frac{g_1L}{N}=\frac{0.0325(380)}{0.07}=176.43\ \text{m from BVC} RLlow=125.015−0.0325(176.43)+0.07(176.43)22(380)=122.148 mRL_{low}=125.015-0.0325(176.43)+\frac{0.07(176.43)^2}{2(380)}=122.148\ \text{m}

Answer: RL of BVC = 125.02 m; lowest point = 122.15 m (at 176.4 m from BVC); RL of EVC = 125.97 m.

✓ Answer checked by Claude Opus 5.5 (high effort)

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