Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Example 2 Twelve undisturbed soil samples were obtained from borings in a proposed cut area. These samples had an average Yd of 108 lb/ft³ and an average w of 9.1%. A proctor compaction test performed on a representative bulk sample produced Yd,max 124 lb/ft³ and w₁ = 12.8%. A proposed grading plan calls for 12,000 yd³ of cut, and 11,500 yd³ of fill, and the specification call for a relative compaction of at least 90%. = a) Compute the required quantity of import (or export) soils based on the unite weight of the cut b) Compute the weight of import (or export) in tons using the moisture content of the cut c) Compute the required quantity of water in gallons to bring the fill soils to the optimum moisture content

Example 2 Twelve undisturbed soil samples were obtained from borings in a proposed cut area. These samples had an average Yd of 108 lb/ft³ and an average w of 9.1%. A proctor compaction test performed on a representative bulk sample produced Yd,max 124 lb/ft³ and w₁ = 12.8%. A proposed grading plan calls for 12,000 yd³ of cut, and 11,500 yd³ of fill, and the specification call for a relative compaction of at least 90%. = a) Compute the required quantity of import (or export) soils based on the unite weight of the cut b) Compute the weight of import (or export) in tons using the moisture content of the cut c) Compute the required quantity of water in gallons to bring the fill soils to the optimum moisture content

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
Example 2 Twelve undisturbed soil samples were obtained from borings in a proposed cut area. These samples had an average Yd of 108 lb/ft³ and an average w of 9.1%. A proctor compaction test performed on a representative bulk sample produced Yd,max 124 lb/ft³ and w₁ = 12.8%. A proposed grading plan calls for 12,000 yd³ of cut, and 11,500 yd³ of fill, and the specification call for a relative compaction of at least 90%. = a) Compute the required quantity of import (or export) soils based on the unite weight of the cut b) Compute the weight of import (or export) in tons using the moisture content of the cut c) Compute the required quantity of water in gallons to bring the fill soils to the optimum moisture content
Transcribed Image Text:Example 2 Twelve undisturbed soil samples were obtained from borings in a proposed cut area. These samples had an average Yd of 108 lb/ft³ and an average w of 9.1%. A proctor compaction test performed on a representative bulk sample produced Yd,max 124 lb/ft³ and w₁ = 12.8%. A proposed grading plan calls for 12,000 yd³ of cut, and 11,500 yd³ of fill, and the specification call for a relative compaction of at least 90%. = a) Compute the required quantity of import (or export) soils based on the unite weight of the cut b) Compute the weight of import (or export) in tons using the moisture content of the cut c) Compute the required quantity of water in gallons to bring the fill soils to the optimum moisture content
Expert Solution
steps

Step by step

Solved in 1 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS