Fundamentals Of Construction Estimating
4th Edition
ISBN: 9781337399395
Author: Pratt, David J.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 4, Problem 4RQ
To determine
(a)
Definition of "bank measure" related to estimating process.
To determine
(b)
Definition of"Swell factor" related to the estimating process.
To determine
(c)
Definition of compaction factor related to the estimating process.
To determine
(d)
Definition of Cut and fill related to the estimating process.
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solution
Students have asked these similar questions
MK. 2
List the given, required, graph and box the final answer
ESTIMATE BUCKET CAPACITY by using Volume = Cross Sectional Area x Length, compute also the mass of sand that can be lifted by a bucket knowing it is made up of aluminum?
What are the main methods for collecting or taking soil samples to be analyzed in the laboratory when a geotechnical study or soil mechanics study is carried out? if you can please write it in a computer, and be claer please.
I WILL RATE IT
Chapter 4 Solutions
Fundamentals Of Construction Estimating
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
- What is the purpose of a soils report, and how can the information it contains assist the estimator?arrow_forwardI provided the answer already, I just don't know how to obtain the numbers.arrow_forwardAn earth embankment requires 2000 m of soil for construction at a target dry density of 17 kN/m. Quotations from three different vendors are shown in the table below along with their distances from site. Assume cost of transportation = 10 per km, G= 2.7 and y = 10 kN/m³. %3D S.No. Vendor Name Void ratio of soil Rate (/m') Distance from site 1. A 0.6 6.0 99.5 km 2. B 0.7 5.5 131 km 3. C 0.8 5.0 175 km Which vendor would you choose as the most economic solution? (a) Vendor A (c) Vendor C (b) Vendor B (d) Any of thesearrow_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_forwardyear Q3/Complete the earthwork calculation sheet and plot the resulting mass diagram. Assuming Shrinkage-10% (20 Marks) Length along road 100 m End area cut (m²) End area fill (m²) Volume of cut (m²) Volume of fill (m³) Adj. fill Mass diagram (m³) ordinate (四) 0 0 0 2 400 4 300 0 6 0 0 8 0 100 10 0 300 12 0 200 14 0 0 16 200 0 18 0 0 0 20 200arrow_forwardThe grading works of a proposed road shows the following data. Free haul distance = 50m Cost of Haul = P0.25 per meter station Length of Economical Haul = 450m 1 station = 20m What is the cost of excavation?arrow_forward
- Immediately Before construction of an earth embankment, it hada height of 6m. if the settlement allowance of the embankment,expressed as a percentage is 10%,what is the height before itsconsolidation? Please step by step explaining how to solve it thank youarrow_forwardSurveyingarrow_forwardASAP I GIVE UPVOTE PLSarrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Fundamentals Of Construction EstimatingCivil EngineeringISBN:9781337399395Author:Pratt, David J.Publisher:Cengage,
Fundamentals Of Construction Estimating
Civil Engineering
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Cengage,