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Ashworth College B 6V Cost estimating assignment 4 - Complete

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This is Assignment 4 for the Cost Estimating (B06V) course at Ashworth College. The assignment focuses on construction takeoff and estimating calculations for a building foundation and slab, based on a provided figure. Students must show all work and assumptions, providing answers with correct units for each calculation.

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Assignment 4
Ashworth College B06V Cost Estimating Assignment 4
Shannen Mansfield

Ashworth College

Cost Estimating

6/22/2026



1. Enlarge the footprint by five feet for accuracy and slope, then determine the volume
of topsoil to be removed and stockpiled if the thickness is 9


24 + 5 + 5 = 34ft
18 + 5 + 5 = 28ft
34 x 28 x 0.75 = 714cft

Topsoil to be removed

714cft/27cf per yd3 = 26yd3

Answer: 714cft or 26.44yd3

2. If no soil is to be stockpiled and the swell is 10 percent, how many truck loads will it
take to cart away from the site using 7 cy trucks?

Cubic yards of haul
26x 0.1 (10%) = 2.6 + 26 + 28.6

28.6/7cy = 4.085714286

Answer: 4 trucks


A cross section of the 24” wide continuous footing is shown. Assume this footing detail
applies to all footings throughout the building.

3. Determine the total linear feet of footing required. 24 + 18 + 18 + 24 + 10 = 94ft
Answer: 94FT

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