Given the following requirements for a site project and calculate the freehaul volume? • The total haul distance is between station 9+63 and 15+21. • Freehaul distance is between station 10+39 and 14+56 • Overhaul is approximately 642186 CY-ft.

Given the following requirements for a site project and calculate the freehaul volume? • The total haul distance is between station 9+63 and 15+21. • Freehaul distance is between station 10+39 and 14+56 • Overhaul is approximately 642186 CY-ft.

Fundamentals Of Construction Estimating

4th Edition

ISBN:9781337399395

Author:Pratt, David J.

Publisher:Pratt, David J.

Chapter16: Budget Estimating

Section: Chapter Questions

Problem 4RQ: Prepare a typical bay estimate based on the following information: a. Bay size of 350 feet and a...

See similar textbooks

Related questions

Q: 6.78 For the frame and loading shown, determine the components of all forces acting on member DECF.…

Q: Conjugate (Displacement at () 4 $ 4 į 4m с 2 ут

A: Given:Required:Displacement at C

Q: EXAMPLE 8.7 Determine the displacement of point B of the steel beam shown in Fig. 8-17a. Take E =…

Q: Using the figure above, determine the internal shear and bending moment at points A, B, and C…

A: The distance a=2m Distance b= 1m Triangular load is acting and has maximum intensity of

Q: Station 0 +00 1+00 2+00 Complete the earthwork calculation sheet and plot the resulting mass…

A: To find: (a) Plot the mass diagram. (b) maximum and average haul distance.…

Q: Given 4 hr UH, derive the ordinate of 2 hr UH using S-Curve method? 024 6 8 10 12 14 16 18 20 22 24…

Q: Part A For D = 1600 ft and R=550 ft, compute R₂ to fit the requirements of the figure and make the…

A: D = 1600 ft R = 550 ftTo find:Rx

Q: % The following information is available regarding the relationship between trap efficiency and…

Q: For the indeterminate beam shown, determine the fixed end moments (FEM's). FEMAB and FEMBA. Show…

A: Given:Required:Fixed end moment

Q: If you wanted to know the location of a proposed building in relation to the parcel's property…

A: Given thatRegarding the location of the proposed building

Q: The gate shown in figure below is triangular in shape whose base is 5 m. The vertex of the triangle…

Q: 2. A discharge of 8.5 L/s of oil having a sg=0.8 occurs through the venturi shown. The diameter of…

Q: Calculate the vertical stresses at point A 6 meters below ground surface using Boussinesq's theory.…

A: Given dataSides of rectangular area = 9 × 6 m Diameter of circular stress area = 6 m Stress on…

Q: Please solve using MLT system. F=MLT^(-2) (Hand written and neat and clean answer )

A: W = FL/Tμ = FT/L2Volume = L3 G = 1/T Determine the form of the dimensionless relationship.

Q: II. The grain size curve for soil sample is shown. 100 90 80 70 60 50 40 30 20 10 0 10 1 111 |||||…

A: Grain size curve for soil sample is given. We need to calculate effective grain size, D60, Cc and…

Q: In the figure shown, determine the height h of water and the gage reading at A when the absolute…

Q: A converging nozzle having an exit diameter of 30 mm is connected to the large tank (Figure 1). The…

A: Temperature of air in the tank, Pressure inside the tank,

Q: Determine the strain energy of the tapered rod AB, where Amin is the cross-sectional area at end B.…

Q: 4. A confined horizontal aquifer of 20 m thickness and permeability K = 22 m/day, connects two…

Q: A tube well having a diameter 15 cm fully penetrates a confined aquifer of thickness 10 m. The…

A: Confined aquiferDiameter of well (d) = 15cm Thickness of confined aquifer (B) = 10m Discharge from…

Q: A Standard Proctor compaction test was conducted on the soil, with the results shown below. The…

A: W = Mold weight = 4.6 lb and V = Volume = 1/30 ft3, m = mass of the can = 44 grams. Based on the…

Q: A rectangular flume of smooth wood (n =0.011) slopes 2 m. per 2 km. The width and depth of the first…

Q: 5. In the figure below, a 100 mm diameter hole is bored a distance h into the base of the cone of…

A: This is a multiple-question type, as per policy only the first question will be solved or the…

Q: Based on figure 2, which one has the best structure for a quick and cost efficient solution for the…

A: To determine:The best structure for a quick and cost efficient solution for the Army which A…

Q: 1" 5" 2" 1-Determine the location of the centroid (x,y) of the centroid. 2- Determine the Ix0 and…

Q: You are hired to design a steel beam. The beam will need to span a 24ft gap and carry a point load…

A: Span = 24ft Point load = 16kips A36 steel

Q: Grades of g₁ = -2.50% and 9₂= +1.50 %, VPI elevation 856.00 ft at station 22 +00, and a fixed…

A: .Field conditions require a highway curve to pass through a fixed point Compute a suitable…

Q: A tower appears in two successive photographs taken at an altitude of 4000m above the datum. The…

A: Altitude H=4000 m above the datum.Focal length of the camera f=160 mm,Parallax from the top-Pt=72…

Q: Determine the reactions at the supports for the structures 25 kN/m 15 kN/m Hinge 10 m Hinge 15 kN/m…

A: Given :

Q: PROBLEM 7.1: Determine the design strength P, and the allowable strength Pn/ for the bearing-type…

A: Note: Since you have posted multiple questions, we will provide the solution only to the first…

Q: The results of two triaxial tests on a soil are as follows: -Specimen I: σ3 = 50 kPa and (σ1 - σ3)f…

Q: The cantilever R.C beam of detail shown in the figure supports, D.L=12 kN/m (not include beam…

Q: Zenith ZA aB CA

Q: An engineer is designing a 6ftx6ft square/rectangular footing. If they want to find the stress 15 ft…

A: Square footing size 6ft x 6ft Depth z = 15 ft

Q: Subject: Reinforce prestressed concrete design Topic: SHORT COLUMNS SUBJECT TO AXIAL LOAD AND…

A: Diameter of bars, Compressive strength of concrete, Yield strength of steel, To find: Magnitude of…

Q: The figure above shows the e-log plot of a clay soil. The point "a" (in red) represents the minimum…

A: e-Log p curve is given. We need to find preconsolidation pressure, compression index and…

Q: The water level in a tank is 15 m above the ground. A hose is connected to the bottom of the tank,…

A: Determine the maximum height to which the water stream could rise.Note: 1atm = 101325 Pa

Q: Using finite element find :1.reaction and stress in all member | 文文 6m 6m 15.0 E-200 GPa D=0.05 m…

A: P=10kNThe diameter of the bar =0.05mE= 200 GP a.To find reaction forces and stresses in all members.

Q: The water level in a tank is 15 m above the ground. A hose is connected to the bottom of the tank,…

A: Determine the maximum height to which the water stream could rise.Note: 1atm = 101325 Pa

Q: A 6ft clay layer reaches 100% consolidation in 10 years and has a natural water content of 75%, what…

A: Thickness of clay layer, time taken for primary consolidation,natural water content,

Q: 6. For the beam and loading shown, calculate (a) the equation of the elastic curve for portion BC of…

Q: How can I find GH, EG and FH

Q: z (m) 0m 2 m 5 m 10 m H Alluvial Sand Soft Clay & A Embankment M C Dense Sandy Gravel Bedrock Ground…

Q: At a site, it is planned that a circular grain silo will be constructed at the ground surface. The…

A: At a site, it is planned that a circular grain silo will be constructed at the ground surface. The…

Q: What are the 2 or 3 main problems with saline/ sodic soils?

A: The main objective of this question is to identify and explain the primary issues associated with…

Q: What is Environmental Management System (EMS) in the construction industry?

A: An Environmental Management System (EMS) in the construction industry refers to a structured…

Q: Shear/Bending Moment Diagrams A 6 ft 8 ft 12 k B 2 ft 12 k C

Q: The mean stress at a point in a rock is 60 MPa, and the Deviatoric Stress is 27.5 MPa. Calculate the…

Q: 60: A cantilever beam has a hollow shaped cross-sectional area shown. The beam is supporting a…

A: length of the beam = 5 muniformly distributed loading = 40 KN/mneed to find the maximum tension and…

Q: Problem 3. Write shear and moment equations for the beams loaded as shown in Fig P-3, let x be the…

A: A beam is simply supported at its ends.The beam supports two UDLs of 40kN/m and 20kN/m from A to B…

Concept explainers

Engineering Economics Principles

Engineering economics (engineering economy) is a sub-field of economics to study the use and application of the economic principles in the engineering analysis of decisions along with the systematic evaluation of the advantages of project costs inclusive of engineering design and analysis. It emphasizes microeconomics (a subset of economics) for researching the behavior of people in the decision-making process of assigning and determining multiple alternatives to the usage of some of the restrained resources and merging economic theory and engineering practice in a practical manner. It depicts the logical framework of economics in addition to the analytical application of statistics and mathematics.

Question

Given the following requirements for a site project and calculate the freehaul volume?
• The total haul distance is between station 9+63 and 15+21.
Freehaul distance is between station 10+39 and 14+56
• Overhaul is approximately 642186 CY-ft.

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: Introduction

VIEW

Step 2: Calculation

VIEW

Solution

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

If the free haul area is between 4+30 and 14+30, what is the average haul distance (ft) for the net volume of material taken from the section between station 2+60 and 3+00? 32
Net Cumulative Yardage 5000 ● 4000 3000 2000 1000 -1000 -2000 -3000 -4000 -5000 None of these. 11.7 6.0 O 8.0 5.0 Given the Mass Haul Diagram above and the following information: Excavation Cost: $4.25/cu. yd. Borrow Cost: $4.50/cu. yd. Overhaul Cost: $0.75/sta*cu. yd. Free Haul Limit: 600 ft. Compute the limit of economic haul: O 12.0 -3,000 1,500 5 2,100 6.0 8.0 10 3,500 + 7.1 2,100 1,100 Stations 15 7.0 8.0 6.0 20 1,500 750 25
Limit of economic haul is 450 m. not 50m. Thanks!
If the free haul area is between 4+30 and 14+30, what is the average haul distance (ft) for the net volume of material taken from the section between station 2+60 and 3+00? Response Feedback: The average distance between 2+60 and 3+00 is 20 ft. Add that to the distance from 3+00 to the free haul area, which begins at 4+30.
Net Cumulative Yardage 5000 ● 4000 3000 2000 1000 -1000 -2000 -3000 -4000 -5000 $10,590.00 Compute the total overhaul cost: O None of these. Given the Mass Haul Diagram above and the following information: Excavation Cost: $3.50/cu. yd. Borrow Cost: $3.75/cu.yd. Overhaul Cost: $1.50/sta*cu. yd. ● Free Haul Limit: 600 ft. O $1,590.00 5.0 O $600.00 -3,000 O $990.00 1,500 5 2,100 Mass Diagram 6.0 8.0 10 3,500 + 7.1 2,100 1,100 Stations 15 7.0 8.0 6.0 20 1,500 750 25
Net Cumulative Yardage ● 5000 4000 3000 2000 C 1000 -1000 -2000 -3000 -4000 -5000 O 8.0 Compute the limit of economic haul: O None of these. 9.2 5.0 Given the Mass Haul Diagram above and the following information: Excavation Cost: $4.00/cu. yd. Borrow Cost: $3.25/cu. yd. Overhaul Cost: $1.25/sta*cu. yd. Free Haul Limit: 600 ft. 6.0 -3,000 9.4 1,500 10 5 2,100 Mass Diagram 6.0 8.0 10 3,500 + 7.1 2,100 1,100 Stations 15 7.0 8.0 6.0 20 1,500 750 25
Net Cumulative Yardage ● 5000 ● 4000 3000 2000 1000 -1000 -2000 -3000 -4000 -5000 0 O $34,000.00 Compute the total excavation cost: $10,000.00 Given the Mass Haul Diagram above and the following information: Excavation Cost: $4.00/cu. yd. Borrow Cost: $4.25/cu. yd. Overhaul Cost: $1.25/sta*cu. yd. Free Haul Limit: 600 ft. $32,000.00 5.0 None of these. -3,000 O $26,000.00 1,500 5 2,100 Mass Diagram 6.0 8.0 10 3,500 7.1 2,100 -1,100 Stations 15 7.0 8.0 6.0 20 1,500 750 25
Q3: In an earth work site, the total haul distance is between station 2+94 and 4+64. The free haul distance is between station 3+17 and 4+44. The overhaul is about 163662 m3.station. What is the free haul volume?
PLEASE, NEED COMPLETE SOLUTION. THANK YOU! <3
Determine the volume of excavation works required, assuming that Erika does not allow aquantity allowance for the Contractor's workspace.
2. Determine the total cost of earthworks and draw the mass haul diagram of a highway section having the cumulative volume shown in the table below: Station No. ㅇ 5 9 13 15 Cumulative |Volume Given that cost of overhaul = Php 750.00/m²station, cost of borrow = Php 2500.00/m², cost of freehaul = Php 1250.00/m’, and the free haul distance = 9 stations. ㅇ 250 350 220 0 %3D %3D %3D %3D
Det using development length use NSCP 2015 with complete solutions