Skip to main content

Cut and fill volume, 20 m formation width

Short answer

For depths 0.4, 0.8, 1.2 m at 50 m spacing, trapezoidal volumes: cut 1839.90 m³, fill 68.75 m³. Prismoidal: cut 1826.60 m³, fill 54.17 m³. Prismoidal correction: cut 13.30 m³, fill 14.58 m³.

The width of a certain road at the formation level is 20 m, side slope 1:1 for cutting and 1:2 for filling. The ground transverse slope is 1 in 0 [?]. If the depth of excavation at the centre line of three successive sections 50 m apart are 0.4, 0.8 and 1.20 m, calculate the volume of cutting and filling by trapezoidal method and prismoidal correction also.

Reading of the given data: the scanned slope reads "1 in 0", which is incomplete. Because the question asks for both cutting and filling, a cross-fall is needed, so it is read as 1 in 10 (n = 10). Formation width b=20b = 20 m (half width 10 m), cutting side slope 1:1, filling side slope 1:2 (taken as 2 horizontal : 1 vertical, so s=2s = 2), centre-line depths of excavation 0.4, 0.8 and 1.2 m at 50 m spacing.

Step 1: Type of section at each chainage

With a cross-fall of 1 in 10, the ground is 1.0 m higher than the centre at the formation edge on the high side and 1.0 m lower on the low side. If the centre depth h<1.0h < 1.0 m, the low side is in filling and the high side in cutting (a side-long section). The ground cuts the formation level at a distance nh=10hnh = 10h from the centre on the low side.

Chainageh (m)Section
00.4cut + fill (10h = 4 m < 10 m)
500.8cut + fill (10h = 8 m < 10 m)
1001.2full cutting (two-level section)

Step 2: Areas of cutting and filling

For a side-long section, the cut is a triangle on the high side and the fill is a triangle on the low side.

  • Cutting depth at the high-side slope end: H=h+10/101−1/10=h+10.9H = \dfrac{h + 10/10}{1 - 1/10} = \dfrac{h + 1}{0.9} and Acut=12(10+10h) HA_{cut} = \tfrac12 (10 + 10h)\,H
  • Filling height at the low-side slope end: F=1−h1−2/10=1−h0.8F = \dfrac{1 - h}{1 - 2/10} = \dfrac{1 - h}{0.8} and Afill=12(10−10h) FA_{fill} = \tfrac12 (10 - 10h)\,F
Chainage (m)h (m)H (m)F (m)A cut (m²)A fill (m²)
00.41.5560.75010.8892.250
500.82.0000.25018.0000.250
1001.22.444 (h1h_1)–26.7070

At 100 m the whole width is in cutting (no filling), so the two-level formula is used with s=1s = 1, n=10n = 10: h1=nh+b/2n−s=2.444h_1 = \dfrac{nh + b/2}{n - s} = 2.444 m, h2=nh−b/2n+s=0.182h_2 = \dfrac{nh - b/2}{n + s} = 0.182 m (depth of cut on the low side), and A=12(d1+d2)(h+b2s)−b24s=26.707A = \tfrac12(d_1 + d_2)\left(h + \dfrac{b}{2s}\right) - \dfrac{b^2}{4s} = 26.707 m².

Step 3: Trapezoidal volumes

VT=L2 (A1+2A2+A3)V_T = \frac{L}{2}\,(A_1 + 2A_2 + A_3) Vcut=25 (10.889+2×18.000+26.707)=1839.90 m3Vfill=25 (2.250+2×0.250+0.000)=68.75 m3\begin{aligned} V_{cut} &= 25\,(10.889 + 2 \times 18.000 + 26.707) = 1839.90\ \text{m}^3 \\ V_{fill} &= 25\,(2.250 + 2 \times 0.250 + 0.000) = 68.75\ \text{m}^3 \end{aligned}

Step 4: Prismoidal volumes and correction

VP=L3 (A1+4A2+A3)V_P = \frac{L}{3}\,(A_1 + 4A_2 + A_3) Vcut=503 (10.889+4×18.000+26.707)=1826.60 m3Vfill=503 (2.250+4×0.250+0.000)=54.17 m3\begin{aligned} V_{cut} &= \frac{50}{3}\,(10.889 + 4 \times 18.000 + 26.707) = 1826.60\ \text{m}^3 \\ V_{fill} &= \frac{50}{3}\,(2.250 + 4 \times 0.250 + 0.000) = 54.17\ \text{m}^3 \end{aligned}

Prismoidal correction Cp=VT−VPC_p = V_T - V_P:

Trapezoidal (m³)Prismoidal (m³)CpC_p (m³)
Cutting1839.901826.6013.30
Filling68.7554.1714.58

Answer: Cutting = 1839.90 m³ and filling = 68.75 m³ by the trapezoidal method. Prismoidal correction = 13.30 m³ for cutting and 14.58 m³ for filling (prismoidal volumes 1826.60 m³ and 54.17 m³).

✓ Answer checked by Claude Opus 5.5 (high effort)

All Surveying I chapter 9 questions →