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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Discuss the advantages and disadvantages of calculating volumes of cut and fill by using the “grid method” rather than by using the “section method.”
determine the volume of fill and cut.
Point B & C. Please complete solution and no rounding off.
Chapter 4 Solutions
Fundamentals Of Construction Estimating
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- Figure 4.15 shows the plan of a site that is 64' × 160' overall, with a grid laid out as shown. The elevation (in feet) of the existing grade is shown at each intersection point on this grid. Calculate the volume of cut and the volume of fill in cubic yards required to bring this site to the new grades shown on the plan.arrow_forwardCompute the Area using the DMD and check by DPD methodarrow_forwardSHOW COMPLETE SOLUTION PLSVALUES:X = 425A = 5arrow_forward
- Define boulders.arrow_forwardThe cross-section notes shown below are for a ground excavation for a 12m wide roadway. Determine the cross sectional area at STA 23+8400. Round your answer to 3 decimal places.arrow_forwardGeotechnical Engineering - Lateral Pressure (Rankine Method)Please show complete solution and neat handwriting.arrow_forward
- Define Earth surcharge loadsarrow_forwardSURVEYING: 1. Compute the area of sta 14 + 2002. Compute the area of sta 14 + 3003. Determine the difference in volume of cut and fill using end area method. Given:At sta. 14 + 200X/-184 0/-1.22 X/-0.42 At sta. 14 + 300X/1.098 0/+3.05 X/+0.5 Base for cut = 9m sideslopes = 1:1Base for fill = 8m sideslopes = 1.5:1 (INCLUDE ILLUSTRATION/FBD)arrow_forwardDefine Lateral Capacityarrow_forward
- 1.Find the volume of excavation by end area method 2. Compute the volume of fill by end area methodarrow_forwardThe areas in cut of two points of level sections that are 75m apart are 36sqm and 72sqm. Side slope is 3H:2V and base width is 10m.Determine the Volume of excavation using the PRISMOIDAL METHOD and correct the computed volume using the formula for PRISMOIDALcorrections. SHow complete solution. Draw a figure.arrow_forwardDefine timber pilesarrow_forward
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