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Vertical curve -0.5% and +0.7%, IP RL 500

Short answer

Rate of grade change 0.1%/30 m gives L=360 m. Equal-tangent curve: BVC chainage 820 m (RL 500.9 m), EVC chainage 1180 m (RL 501.26 m). Curve RLs from y = RL_BVC + g1 x/100 + (g2-g1)x²/(200L) at 20 m intervals; lowest point at 970 m, RL 500.525 m.

Calculate the R.L.s of pegs on a vertical curve connecting two grades of -0.5% and +0.7% at the intersection point which has chainage = 1000 m and R.L. = 500 m. The rate of change of grade is 0.1% per 30 m. Take peg interval = 20.

A parabolic vertical curve with a constant rate of change of grade is set out using the tangent-offset method.

Step 1: Length of the curve

Rate of change of grade r=0.1%r = 0.1\% per 30 m, algebraic change in grade =0.7−(−0.5)=1.2%= 0.7 - (-0.5) = 1.2\%.

L=∣g2−g1∣r×30=1.20.1×30=360 mL = \frac{|g_2-g_1|}{r}\times 30 = \frac{1.2}{0.1}\times 30 = 360\ \text{m}

Step 2: BVC, EVC and their levels

The curve is a sag (valley) curve with equal tangent lengths L/2=180L/2 = 180 m.

Ch. of BVC=1000−180=820 mCh. of EVC=1000+180=1180 mRL of BVC=500−(−0.5)100×180=500.9 mRL of EVC=500+(0.7)100×180=501.26 m\begin{aligned} \text{Ch. of BVC} &= 1000 - 180 = 820\ \text{m}\\ \text{Ch. of EVC} &= 1000 + 180 = 1180\ \text{m}\\ \text{RL of BVC} &= 500 - \frac{(-0.5)}{100}\times 180 = 500.9\ \text{m}\\ \text{RL of EVC} &= 500 + \frac{(0.7)}{100}\times 180 = 501.26\ \text{m} \end{aligned}

Step 3: RL of curve points

Using the tangent-offset form of the parabola (xx measured from BVC, grades in %):

yx=RLBVC+g1x100+(g2−g1)x2200Ly_x = \text{RL}_{BVC} + \frac{g_1 x}{100} + \frac{(g_2-g_1)x^2}{200L}

with g1=−0.5%g_1 = -0.5\%, g2=0.7%g_2 = 0.7\%, L=360L = 360 m, so the offset is y=(1.2)x2200×360y = \frac{(1.2)x^2}{200\times 360} and pegs are taken at multiples of 20 m.

Chainage (m)x from BVC (m)Tangent RL (m)Offset y (m)Curve RL (m)
8200500.9000.000500.900
84020500.800+0.007500.807
86040500.700+0.027500.727
88060500.600+0.060500.660
90080500.500+0.107500.607
920100500.400+0.167500.567
940120500.300+0.240500.540
960140500.200+0.327500.527
980160500.100+0.427500.527
1000180500.000+0.540500.540
1020200499.900+0.667500.567
1040220499.800+0.807500.607
1060240499.700+0.960500.660
1080260499.600+1.127500.727
1100280499.500+1.307500.807
1120300499.400+1.500500.900
1140320499.300+1.707501.007
1160340499.200+1.927501.127
1180360499.100+2.160501.260

Check: the last curve RL (501.26 m) equals the RL of EVC (501.26 m), and the curve at the IP chainage lies 0.54 m above the IP, at RL 500.54 m.

Step 4: Lowest point

At the lowest point the grade is zero, so x=−g1Lg2−g1=0.5×3601.2=150x = \dfrac{-g_1 L}{g_2-g_1} = \dfrac{0.5\times 360}{1.2} = 150 m from BVC.

  • Chainage = 820 + 150 = 970 m
  • RL = 500.9 + (-0.5/100)(150) + (1.2)(150)²/(200 × 360) = 500.525 m

Answer: L=360L = 360 m, BVC at 820 m (RL 500.9 m), EVC at 1180 m (RL 501.26 m); curve levels as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

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