A hydraulic backhoe excavator is excavating the basement of a large building. The heaped bucket capacity is 1.5 cu yd. The material is common earth with a bucket fill factor of 0.9. Job efficiency is equivalent to a 50-min hour. The machine's maximum depth of cut is 24 ft, and the average digging depth is 13 ft. The average swing angle is 90°. The cycle time for the excavator is 25 seconds. Some of the cut soil from the building project will be used for an earth-fill dam that requires a compacted volume of 64,000 yd'. The soil weighs 2,500 lb/LCY, 3,100 lb/BCY, and 3,500 lb/CCY. Estimate the hourly production in loose measure and the working days of the excavator required to complete the earth-fill dam. (note. 1 day = 8 hours)
A hydraulic backhoe excavator is excavating the basement of a large building. The heaped bucket capacity is 1.5 cu yd. The material is common earth with a bucket fill factor of 0.9. Job efficiency is equivalent to a 50-min hour. The machine's maximum depth of cut is 24 ft, and the average digging depth is 13 ft. The average swing angle is 90°. The cycle time for the excavator is 25 seconds. Some of the cut soil from the building project will be used for an earth-fill dam that requires a compacted volume of 64,000 yd'. The soil weighs 2,500 lb/LCY, 3,100 lb/BCY, and 3,500 lb/CCY. Estimate the hourly production in loose measure and the working days of the excavator required to complete the earth-fill dam. (note. 1 day = 8 hours)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Transcribed Image Text:3. A hydraulic backhoe excavator is excavating the basement of a large building. The heaped
bucket capacity is 1.5 cu yd. The material is common earth with a bucket fill factor of 0.9.
Job efficiency is equivalent to a 50-min hour. The machine's maximum depth of cut is 24 ft,
and the average digging depth is 13 ft. The average swing angle is 90°. The cycle time for the
excavator is 25 seconds. Some of the cut soil from the building project will be used for an
earth-fill dam that requires a compacted volume of 64,000 yd'. The soil weighs 2,500 lb/LCY,
3,100 lb/BCY, and 3,500 lb/CCY. Estimate the hourly production in loose measure and the
working days of the excavator required to complete the earth-fill dam. (note. 1 day = 8 hours)
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
This is a popular solution!
Trending now
This is a popular solution!
Step by step
Solved in 2 steps
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.Recommended textbooks for you
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning