According to available data shown in Tables 2, calculate the following: a. Compute the desired Gradation (blend ratios of each fraction) using trial and error method. b. Find Total Gsb, Gse „Pba and Pbe according to asphalt Gb 1.015, Gmm-2.658 and Pb=4.5%. Tabłe 2: Aggregate Gradation Analysis Mid Specifications Limits Sieve Blend A Size (in) Gradation Limits 3/4" 100 100 100 100 1/2" 90 100 100 80-100 3/8" 59 100 100 70-90 No.4 16 96 100 50-70 No.8 3.2 82 100 35-50 No.30. 1.1 51 100 18-29 No.50 36 98 13-23 No.100 21 93 8-16 No.200 9.2 82 4-10 2.785 2.687 2.734 Note: Gsb Gb GsbxGse Pmm Pmm - Pb Gse 100 x Gse Gmm Ps Pb Pba Pb Gb Ртт Gmm Gse Gb Pba xPs 100 Pbe = Pb

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question
100%
According to available data shown in Tables 2, calculate the following:
a. Compute the desired Gradation (blend ratios of each fraction) using trial and error
method.
b. Find Total Gsb, Gse „Pba and Pbe according to asphalt Gb 1.015, Gmm-2.658 and
Pb=4.5%.
Tabłe 2: Aggregate Gradation Analysis
Mid
Specifications
Limits
Sieve
Blend
A
Size (in)
Gradation
Limits
3/4"
100
100
100
100
1/2"
90
100
100
80-100
3/8"
59
100
100
70-90
No.4
16
96
100
50-70
No.8
3.2
82
100
35-50
No.30.
1.1
51
100
18-29
No.50
36
98
13-23
No.100
21
93
8-16
No.200
9.2
82
4-10
2.785
2.687
2.734
Note:
Gse
100 x
Gsb
Gb
GsbxGse
Pmm Pb
Pmm
Gse
Gmm
Pba
%3D
%3D
Ртт
Pb
Ps
Pb
Gmm
Gb
Gse
Gb
Pba
xPs
100
Pbe = Pb
Transcribed Image Text:According to available data shown in Tables 2, calculate the following: a. Compute the desired Gradation (blend ratios of each fraction) using trial and error method. b. Find Total Gsb, Gse „Pba and Pbe according to asphalt Gb 1.015, Gmm-2.658 and Pb=4.5%. Tabłe 2: Aggregate Gradation Analysis Mid Specifications Limits Sieve Blend A Size (in) Gradation Limits 3/4" 100 100 100 100 1/2" 90 100 100 80-100 3/8" 59 100 100 70-90 No.4 16 96 100 50-70 No.8 3.2 82 100 35-50 No.30. 1.1 51 100 18-29 No.50 36 98 13-23 No.100 21 93 8-16 No.200 9.2 82 4-10 2.785 2.687 2.734 Note: Gse 100 x Gsb Gb GsbxGse Pmm Pb Pmm Gse Gmm Pba %3D %3D Ртт Pb Ps Pb Gmm Gb Gse Gb Pba xPs 100 Pbe = Pb
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 5 steps with 5 images

Blurred answer
Knowledge Booster
Aggregate source and properties
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
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