Fundamentals Of Construction Estimating
4th Edition
ISBN: 9781337399395
Author: Pratt, David J.
Publisher: Cengage,
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Chapter 4, Problem 8RQ
To determine
To describe: the requirement using grid method for cut and fill volume calculation.
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Fundamentals Of Construction Estimating
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- Given the mass diagram points and information shown below, what is the total cost of earthwork for this project? Fill the table below: Free haul distance = 0.30 miles, Cost of Excavation = $10/yd3 Max. Overhaul distance = 1 mile, Borrow/Waste = $5/yd3 Overhaul = $1.50/sta.-yd. 3000 1800 2000 1200 1000 1200 1000 1000 1000 50 50 200 -100 O+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 -1200 -1200 1000 -2000 -2500 -2500 -3000 -3000 4000 Distance (stations) Cumulative Volume (yd")arrow_forwardExplain the auger method and the wash boring method.arrow_forwardHow to determine Z-value? How to determine D-value and TDT?arrow_forward
- 1.) The most accurate source of data is national standards books. true or false 2.) The geometric method breaks the excavation into geometric shapes and calculates the volume for each of the shapes. true or false 3.) The data needed in estimating the roofing material are their effective widths and length in which they are available in the market. true or false Note: please help us and also explain the answer so that we can understand it thank youarrow_forwardA lot is divided into 20m horizontally (A-B-C-D), and 30m vertically (I-II-III). The ground elevations of the different corners are given in the table below. It is required to grade to a level of elevation 10m. Compute the volume of the materials excavated after the grading work is completed. Use unit area method for the regular rectangukar prism and by triangular Prismoidal formula for the trapezoidal area. Kindly put the complete solutions. AI= 16.2 BI= 15 8 CI=16.3 DI= 14.6 AII= 15.6 BII= 14.3 CII=15.2 DII=13.8AIII=13.8 BIII= 12.60 CIII= 14.3 DIII= 12.70 Note: distance between CII and DII is 15m a) 16,142.33 cu.mb) 16,153.48 cu.mc) 16,161.14 cu.md) 16,141.25 cu.marrow_forwardI need the answer as soon as possiblearrow_forward
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