A small hydraulic excavator will be used to dig a trench in hard clay (bucket fill factor = 0.80). The minimum trench size is 0.6 m wide by 3.0 m deep. The excavator bucket available is 0.75 m wide and has a heaped capacity of 0.60 m³. The maximum digging depth of the excavator is 6.0 m. The average swing angle is expected to be 45°. Use the average value for trench production adjustment factor in Table 5. Required: Estimate the hourly trench production in linear meters if job efficiency is 70%. Hint: Start by determining the bank volume per meter of trench that would be excavated.
A small hydraulic excavator will be used to dig a trench in hard clay (bucket fill factor = 0.80). The minimum trench size is 0.6 m wide by 3.0 m deep. The excavator bucket available is 0.75 m wide and has a heaped capacity of 0.60 m³. The maximum digging depth of the excavator is 6.0 m. The average swing angle is expected to be 45°. Use the average value for trench production adjustment factor in Table 5. Required: Estimate the hourly trench production in linear meters if job efficiency is 70%. Hint: Start by determining the bank volume per meter of trench that would be excavated.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question

Transcribed Image Text:A small hydraulic excavator will be used to dig a trench in hard clay (bucket fill factor
= 0.80). The minimum trench size is 0.6 m wide by 3.0 m deep. The excavator bucket
available is 0.75 m wide and has a heaped capacity of 0.60 m³. The maximum digging
depth of the excavator is 6.0 m. The average swing angle is expected to be 45°. Use
the average value for trench production adjustment factor in Table 5.
Required:
Estimate the hourly trench production in linear meters if job efficiency is 70%.
Hint: Start by determining the bank volume per meter of trench that would be
excavated.
Table 5. Adjustment factor for trench production
Type of Material
Adjustment Factor
Loose (sand, gravel, loam)
0.60-0.70
Average (common earth)
0.90–0.95
Firm (firm plastic soils)
0.95-1.00
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