Fundamentals Of Construction Estimating
4th Edition
ISBN: 9781337399395
Author: Pratt, David J.
Publisher: Cengage,
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Chapter 4, Problem 11RQ
To determine
The volume of cut and the volume of fill in cubic yards.
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The image shows the plan of a site that is 60mx40m overall with a grid laid out at 10m in center. The elevation (in meters) of the existing grade is shown at each Intersection point of the grid. Calculate the volume of cut and the volume of fill in cubic meters required to level this site to a new grade of 100.0 m over the entire area.
Sample responde format Summary
1 total volumen cut = (include the unit of measure)
2 total fill volume = (ditto)
Discuss the advantages and disadvantages of calculating volumes of cut and fill by using the “grid method” rather than by using the “section method.”
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.
Chapter 4 Solutions
Fundamentals Of Construction Estimating
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- A 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_forwardise Simpson's rule and trapezoidal method to find the volume of cut and fill of the attached table. Road width is 10 m and side stope is 2:1. Sta 5 m 10 m 5 m 2.06 F 1.2 10 m 1+00 F 2.06 2.06 2.06 2.06 1+50 1.15 1.15 1.15 1.25 2+00 2+50 3+00 F 1.56 F 2.94 с 0.97 C 0.47 C 1.27 0.92 1.03 C 0.82 C 0.3 с 1.54 C 0.95 F 2.3 0.14 0.63 0.91 1.02 1.02 1.62 3+50 2.04 2.21 4+00 2.45 2.78 2.94 3.04arrow_forwarddetermine the volume of fill and cut.arrow_forward
- Q2. After surveying a borrow pit, the surveyor produced the following pit grade below. What is the total volume (cubic yard)? The unit in the map is ft. -20. O 6.1 5.4 5.8 20, 0 4.7 H3. 3- 4.8 5. 1 4. 6 3.9 -26. 7– 4.6 5.0 4. 4 5.5 5. 1 4. 9 4. 2 3. 7 3. 9 4. 4 3. 7 20.0arrow_forwardDescrieb the use of Bulldozer to spread soil fill.arrow_forwardITEM NO. 4 The cross section notes below are for ground excavation for an 8 m wide roadway. STA 32+300 6.25 4.75 +2.25 +2.20 +0.75 Sta 32+420 7.20 5.25 +3.20 +0.75 +1.25 Find for the area of cross section at the 2 stations and the volume of excavation.arrow_forward
- Determine the cross-sectional area of the two stations and calculate the volume of cut or fill using end area method.arrow_forwardCalculate the corrected volumes of cut and fill using the following cross section notes, with the road bed being 6 meter wide in cut and 4.8 meter in fill. Both cut and fill have a 1:1 side slope. Sta 3 +000 5.04 0.6 +0.39 5.46 +2.46 -2.64 0 Sta 2 +980 5.82 1.02 +0.60 4.80 -3.42 0 +1.80arrow_forwardearthwork planning include I Ability to calculate earthwork volume. I Ability to adjust quantities for stripping requirements. I Ability to construct an earthwork calculation sheet. I Ability to construct and understand a mass diagram. These objectives are the basis for the problems that follow. PROBLEMS 3.1 Using the average-end-area method, calculate the cut-and-fill volumes for stations 125 + 00 through 131 + 00. End-area Volume of Volume of cut (bcy) End-area Station cut (sf) fill (sf) fill (ccy) 125 00 785 126 00 652 2,150 3,210 1,255 95 127 00 128 - 00 ㅇ 129 00 147 130 00 780 83 SHOT ON HOTOPRO 131 0 3,666 J AI QUAD LENS lumes forarrow_forward
- Given the following cross-section notes for a road grading work. The roadbed is 9m wide and the side slope for cut is 1:1 and for fill is 1.5:1. Determine the area of cut of the section. +1.2 +1.2 -3.2 +2.8 X1 3.5 X2arrow_forwardThe following is a set of notes of an earthworks of a road construction which is undertaken by the DPWH. Determine: a) the cross sectional area at station 1+020. b) the cross sectional area at station 1+040. c) compute the Volume between the two stations using end area method. *3 decimal places ONLYarrow_forwardQ12. After surveying a borrow pit, the surveyor produced the following pit grade below. What is the total volume (cubic yard)? The unit in the map is ft, the square is 20ft x 20ft. 5.0 4.9 20.0 4.2 3.9 5.4 13.3- -13.3 4.3 4.6 5.4 4.4 -20.0 6.1 5.4 5.8 4.9 4.7 4.8 5.1 4.6 3.9 -13.3- -26.7- 4.6 5.4 4.4 |3.9 5.5 5.1 4.9 4.2 4.2 3.9 4.4 4.7 -20.0 -20.0arrow_forward
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