Answered: Information shown in light of…

Information shown in light of successive cross sections between i Find the total volume of excavation. A1= 100 m2 A2= 200 m2 A3= 300 m2 L1= 20m L2= 10m L2 L1 O a) 13000 O B) 5500

Fundamentals Of Construction Estimating

4th Edition

ISBN:9781337399395

Author:Pratt, David J.

Publisher:Pratt, David J.

Chapter4: Measuring Site Work, Excavation, And Piling

Section: Chapter Questions

Problem 8RQ

See similar textbooks

Related questions

Q: A trapezoidal canal has the following flow and channel properties. Discharge 17.45 m3/s, velocity=…

A: Answer:(c) 0.000106

Q: The cross-section notes shown below are for a ground excavation for a 8m wide roadway. STA 16+200…

Q: A rectangular canal, 6.54m wide and 1.54m deep lined with smooth stone (n=0.013) has a hydraulic…

A: FIND DISCHARGE OF GIVEN…

Q: H.W\ Calculate the excavation volume from the details of cross sections shown in table below. The…

A: The volume of excavation is calculated by using trapezoidal formula.Each section of earth can be…

Q: The cross-section notes shown below are for a ground excavation for a 12m wide roadway. STA 23+8400…

Q: Q5. As a civil engineer, you have been assign to prepare earthwork cost estimation for a proposed…

A: A mass haul diagram provides viewers with a graphical representation of the material moved. In a…

Q: At station 10+020 a rectangular trench was measured and found to be 4.20 m wide by 1.2 m deep. At…

Q: Station Cross section 9.0 4.5 +3.0 +4 4.5 6.0 +2,0 +1.5 +1.0 1+ 020 4.5 9.0 7.5 45 +4.0 +2.0 +5.0 1…

Q: A prismatic shaped excavation is measured with a 1" 20' scale. The measurements are: 2" Wide x 3.5"…

A: Given: scale: 1"=20' 1"=240" width=2" length=3.5" depth=(1/2)"

Q: Calculate the total earth work volume for the following roadway in cubic yards: 1) Using…

Q: The cross-section notes shown below are for a ground excavation for a 12m wide roadway. STA 12+1400…

Q: The cross-section notes shown below are for a ground excavation for a 12m wide roadway. STA 12+2800…

Q: Question 12 The top width of excavation is: (1 4.05 m 2) 6.40 m 3 4.30 m None of the answers are…

A: We are authorized to answer one question at a time since you have not mentioned which question you…

Q: The cross-section notes shown below are for a ground excavation for a 8m wide roadway. STA 23+500…

Q: The areas of the cross-section of an excavation is 4 567.80 sq.m, 3 456.90 sq.m, and 3 876.30 sq.m.…

Q: Using the average-end-area method, calculate the fill volumes for station 150 + 00 through 154 + 00.…

A: FormulaAverage area =A1+A22Volume (cy)=Average…

Q: The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 16+4400…

Q: A table of quantities of earthworks of a portion of a proposed national road to be constructed is as…

A: “Since you have posted a question with multiple sub-parts, we will solve first three sub-parts for…

Q: Figure Q5 shows a series of six cross-sections taken at 20 m intervals for the earthwork of a…

A: By using the "Section Method", we calculate the volume of cut or volume of fill. In this method the…

Q: The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 23+4000…

Q: The distance between sections A-A and B-B is 90.0 m while the distance between sections B-B4 C-C is…

A: The diagram is drawn as: Assuming height of section A-A and C-C be 'h' m. By similar triangle,…

Q: ITEM NO. 4 The cross section notes below are for ground excavation for an 8 m wide roadway. STA…

Q: Shown below is a trapezoidal area which will be excavated and used as borrow pit. It has been laid…

A: Given- Elevation=52.5m

Q: Shown below is a trapezoidal area which will be excavated and used as borrow pit. It has been laid…

A: Given data:- The given elevation is 50m.

Q: Show complete solutions. Draw the diagram, please. A marathon runner follows a path of 4.50 km…

A: A vector quantity is completely specified by a number with an appropriate unit (the magnitude of the…

Q: Q5. As a civil engineer, you have been assign to prepare earthwork cost estimation for a proposed…

A: Mass haul diagram A mass haul diagram properly include Haul: The transportation of your project's…

Q: STA. 2+ 120 X 11 7 L1 15 025

A: Given, Base for fill B= 7 m Side slope 1.5:1 Base for cut B'= 6 m Side slope 1:1

Q: Y5 Y4 Y3 1 0.95 1 1 1 0.8 1 1 1 0.3 0.8 0.8 1 1 top 0.5 0.7 bottom 10 mm scale 1:500 1- 1, 1, 1,

A: It is given: Scale of plan = 1; 500 There are two methods that are asked in the question Counting…

Q: ch was measured and found to be 4.

Q: The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 17+800…

Q: . Calculate the volume of excavation if the formation width is 8.0

A: Calculate the required gradient, find the level difference b/w the first and last points, Level…

Q: The cross-section notes shown below are for a ground excavation for a 9m wide roadway. STA 22+400…

Q: Shown below is a trapezoidal area which will be excavated and used as borrow pit. It has been laid…

A: solution Elevation = 50 m we have to Determine the volume of excavation in cubic meters by using:1)…

Q: The cross section notes shown below are for a ground excavation for a 10 m. road way What is the…

A: Using the coordinates method, calculating the end areas of the given stations: Calculating area of…

Q: Find the earth to be excavated in m³ if the ground surface is to be leveled 8m below the elevation…

Q: Find the volume of excavation required for the area shown in the figure. Each grid point (20 in…

A: Depth of the cut at every location is given find the average depth of cut…

Q: The following is a set of notes of an earthworks of a road construction which is undertaken by the…

Q: At station 10+020 a rectangular trench was measured and found to be 4.20 m wide by 1.2 m deep. At…

Q: The cross section notes shown below are for a ground excavation for a 10 m wide roadway. What is the…

A: Coordinates of the points are: Left Point = 8.2, 2.15. Center Point = 0, 3.5. Right Point = 13.65,…

Q: The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 21+1900…

Q: .At station 10+010, a rectangular trench was measured and found to be 6.90 m wide by 4.20 m deep. At…

Q: Problem 2: The cross-section notes shown below are for ground excavation for a 10-m wide roadway.…

A: Given - St 16+100 ⇒ 8.2L+2.15L·0+3.5·13.65R+5.8(x coordinates) (y coordinates) ⇒Given Width ⇒ 10 m…

Q: Q2). Calculate volume of cut and fill, the elevation of natural ground shown on all nodes and design…

Q: The cross-section notes shown below are for a ground excavation for a 8m wide roadway. STA 18+700…

A: To Determine the cross sectional area at STA 18+700.

Q: The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 20+700…

Q: PROBLEM 1 -Given the following sections 1+020 а +0.98 +3.5 +0.50 1+080 d -1.85 -1.20 0.42 Base for…

A: Note: As per the guidelines, the solution to only problem 1 is provided. Excavation: The movements…

Q: The cross-section notes shown below are for a ground excavation for a 9m wide roadway. STA 24+600…

Q: The areas of cut of two irregular sections 60 m apart are 32 m^2 and 68 m^2 respectively. The base…

A: The given data is: Distance between cuts (d) = 60 m Area of section cut are 32 m2 and 68 m2 Base…

Q: STATION END AREA, in sq. meters 16+220 85 17+000 110 17+820 260

Q: The cross-section notes shown below are for a ground excavation. Sta. 25+100 7.85 0 8.45 1.90 3.2…

A: Step 1: Calculation of end areas: We will calculate the end areas of the given stations by…

Concept explainers

Volumes

Volume usually is the dimensional quantity that involves the evaluation of any three-dimensional figure enfolded inside a closed space. The SI unit (International System of Units) of volume is m3 and the dimensional unit of volume is [L3]. For estimation of the volume of any figure, various formulae are used. Another application of volume includes the reference in the sound levels, the higher the sound intensity, the louder the sound heard, and hence, the larger the volume. The SI unit of sound volume is decibels (dB).

Question

Information shown in light of successive cross sections between i Find the total volume of excavation.
A1= 100 m2
A2= 200 m2
A3= 300 m2
L1= 20m
L2= 10m
L2
5.
L1
a) 13000
OB) 5500
C) 6500
OD) 4000
O TO) 8000

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Compute the volume of excavation between station 24+00, with an end area of 711 ft2, and station 25+00 with an end area of 515 ft². Answer will be in yards cubed, round to the nearest whole cubic yard. 2270 2720 61290 20430 000
Q4: For the data tabulated, calculate the volume of excavation in cubic yards between stations 10 + 00 and 15 +00. Cut End Station Area (ft) 10 + 00 263 11 + 00 358 12 + 00 13 + 00 446 402 274 14 + 00 15+ 00 108
The end area at station 36+00 is 305 ft2. the end area at station 36+60 is 181.08 ft2. What is the volume of excavation? Answer will be in yards cubed, round to the nearest whole cubic yard. 540 1620 1618 500 0000
Refer to the figure. The net excavation (yd³) from Station 1+00 to Station 3+00 is most nearly: (A) 160 (B) 262 390 463 STA 1+00 C=150 ft² F=0 STA 2+00 C=50 ft² F = 0 STA 3+00 C=0 F = 40 ft²
eview Part A For the data tabulated, calculate the volume of excavation between stations 10+00 and 15+00 Express your answer in cubic yards to five significant figures. Station Cut End Area (ft²) 10+00 269 11+00 343 12+00 458 13+00 408 14+00 279 15+00 104 Ve= ΤΟ ΑΣΦ vec , 7 0 ? Submit Request Answer Provide Feedback yda
Calculate the net volume of the grid below in cubic yards using the borrow-pit method. Net volume is calculated as cut volume minus fill volume (all numbers are in ft.) Grid cell side length = 5 Design elevation = 50.00 As-Built elevation of A0: 49 As-Built elevation of A1:52 As-Built elevation of A2: 55 As-Built elevation of B0: 48 As-Built elevation of B1: 50 As-Built elevation of B2: 53 As-Built elevation of CO: 45 As-Built elevation of C1: 47 B A 0 1 2 0.23 yd³ Cut 25 yd³ Cut 25 yd³ Fill 0.23 yd³ Fill C
Q1/ The table shown below is obtained from a survey of a street project. Calculate the height of Fill and depth of Cut for each points. If the elevation for the design street (D.L) are equal to the G.L elevations for the stations (1, 6, and 12). Isl f.s. F P. 1 2 3 4 S 6 78 7 8 9 10 11 12 مز Bs 2.58 25 40 50 60 75 95 130 1-30 139 145 155 0.83 2.34 2.64 2,13 093 0.34 1.79 0.66 1.92 2.58 2.53 1.10 ->E=R.L=57.75m
Form the data below, find the total volume of cut and fill by using average end-area method and check by prismoidal method. Area m? Volume m' Station Cut Fill Cut Fill 5+00 12 6+00 16 7+00 22 8+00 9+00 10+00 15 11+00 19 12+00 21 13+00 24 Total
The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 16+4400 7.01 505 8.34 6.44 45 6 3.99 Determine the cross sectional area at STA 16+4400. Round your answer to 3 decimal places. Add your answer
Calculate the end areas for depths of fill from 0 to 20 ft using increments of 2 ft for level sections, a 26-ft-wide level roadbed with side slopes of 1-1/2:1. Part E What is the end area for the depth of 8 ft? Express your answer in feet squared as an integer. End Area = Submit Part F VAΣ vec ΑΣΦ Request Answer What is the end area for the depth of 10 ft? Express your answer in feet squared as an integer. End Area = Submit 17 ΑΣΦ ↓↑ Request Answer vec wwwww B ? ? ft² ft²
Station Cut End Area (ft²) 10+00 234 11+00 369 12+00 441 13+00 408 14+00 271 15+00 108 Part A For the data tabulated, calculate the volume of excavation between stations 10+00 and 15+00. Express your answer in cubic yards to five significant figures. IVE ΑΣΦ V₂ = Submit Provide Feedback Request Answer vec ? yd³
Calculate the end areas for depths of fill from 0 to 20 ft using increments of 2 ft for level sections, a 26-ft-wide level roadbed with side slopes of 1-1/2:1. Part I What is the end area for the depth of 16 ft? Express your answer in feet squared as an integer. End Area = Part J 197| ΑΣΦ | 11 End Area = vec What is the end area for the depth of 18 ft? Express your answer in feet squared as an integer. [Π| ΑΣΦ ↓↑ vec ? ? ft² ft²