Skip to main content

Vertical curve -0.7% and +0.5%, IP RL 650

Short answer

Length 240 m based on grade change of 1.2% at rate 0.1% per 20 m. BVC at 880 m (RL 650.84 m), EVC at 1120 m (RL 650.60 m). Lowest point at chainage 1020 m, elevation 650.35 m.

A grade of -0.7% is followed by another grade of +0.5%. The two ends of these portions are connected by a parabolic vertical curve. The chainage and RL of intersection point are 1000 and 650 m respectively. Calculate RLs of all the points on the curve. Take peg interval of 20 m and rate of change of grade is 0.1% per 20 m.

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 20 m, algebraic change in grade =0.5−(−0.7)=1.2%= 0.5 - (-0.7) = 1.2\%.

L=∣g2−g1∣r×20=1.20.1×20=240 mL = \frac{|g_2-g_1|}{r}\times 20 = \frac{1.2}{0.1}\times 20 = 240\ \text{m}

Step 2: BVC, EVC and their levels

The curve is a sag (valley) curve with equal tangent lengths L/2=120L/2 = 120 m.

Ch. of BVC=1000−120=880 mCh. of EVC=1000+120=1120 mRL of BVC=650−(−0.7)100×120=650.84 mRL of EVC=650+(0.5)100×120=650.6 m\begin{aligned} \text{Ch. of BVC} &= 1000 - 120 = 880\ \text{m}\\ \text{Ch. of EVC} &= 1000 + 120 = 1120\ \text{m}\\ \text{RL of BVC} &= 650 - \frac{(-0.7)}{100}\times 120 = 650.84\ \text{m}\\ \text{RL of EVC} &= 650 + \frac{(0.5)}{100}\times 120 = 650.6\ \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=−0.7%g_1 = -0.7\%, g2=0.5%g_2 = 0.5\%, L=240L = 240 m, so the offset is y=(1.2)x2200×240y = \frac{(1.2)x^2}{200\times 240} and pegs are taken at multiples of 20 m.

Chainage (m)x from BVC (m)Tangent RL (m)Offset y (m)Curve RL (m)
8800650.8400.000650.840
90020650.700+0.010650.710
92040650.560+0.040650.600
94060650.420+0.090650.510
96080650.280+0.160650.440
980100650.140+0.250650.390
1000120650.000+0.360650.360
1020140649.860+0.490650.350
1040160649.720+0.640650.360
1060180649.580+0.810650.390
1080200649.440+1.000650.440
1100220649.300+1.210650.510
1120240649.160+1.440650.600

Check: the last curve RL (650.6 m) equals the RL of EVC (650.6 m), and the curve at the IP chainage lies 0.36 m above the IP, at RL 650.36 m.

Step 4: Lowest point

At the lowest point the grade is zero, so x=−g1Lg2−g1=0.7×2401.2=140x = \dfrac{-g_1 L}{g_2-g_1} = \dfrac{0.7\times 240}{1.2} = 140 m from BVC.

  • Chainage = 880 + 140 = 1020 m
  • RL = 650.84 + (-0.7/100)(140) + (1.2)(140)²/(200 × 240) = 650.35 m

Answer: L=240L = 240 m, BVC at 880 m (RL 650.84 m), EVC at 1120 m (RL 650.6 m); curve levels as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

All Surveying II chapter 6 questions →