PROBLEM 7: The laboratory results of a soil test are as follows: Sieve Percent No. #4 #10 #40 #200 passing 100 93.20 81 55 45 17 LL PL Find the group index according to AASHTO classification system. Hint: GI = (F-35)[0.20 + 0.005(LL - 40)] + 0.01(F – 15)(PI – 10) %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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AASHTO TABLE 3.1
A
B
D
E
F
H
J
K
Silt-clay Materials
(more than35% of total sample passing No.200)
General classification
Granular Materials
(35% or less of total sample passing No.200)
Group
classification
A-4
А5
A-6
А-7
A-1
А-2
A-7-5
А-7-6>
А-1-а
A-1-b
А-3
A-2-4
A-2-5
A-2-6
A-2-7
Sieve Analysis(percentage
passing)
No.10
50 max
No.40
30 max
50 max
51 min
No.200
15 max
25max
10max
35max
35max
35max
35max
36 min
36min
36min
36min
Characteristics of fraction
passing No.40
Liquid Limit
Plasticity Index
40max
41min
40max
41min
40max
41min
40max
41min
6 max
NP
10max
10max
11min
11min
10max
10max
11min
11min
Usual types of significant
constituent material
Silty or clayey gravel and sand
Silty soils
Clayey soils
Stone fragments,
gravel and sand
Fine
Sand
General Subgrade rating
Excellent
Fair to poor
to good
For A-7-5, PI < LL-30
ForA-7-6, PI >LL-30
Transcribed Image Text:AASHTO TABLE 3.1 A B D E F H J K Silt-clay Materials (more than35% of total sample passing No.200) General classification Granular Materials (35% or less of total sample passing No.200) Group classification A-4 А5 A-6 А-7 A-1 А-2 A-7-5 А-7-6> А-1-а A-1-b А-3 A-2-4 A-2-5 A-2-6 A-2-7 Sieve Analysis(percentage passing) No.10 50 max No.40 30 max 50 max 51 min No.200 15 max 25max 10max 35max 35max 35max 35max 36 min 36min 36min 36min Characteristics of fraction passing No.40 Liquid Limit Plasticity Index 40max 41min 40max 41min 40max 41min 40max 41min 6 max NP 10max 10max 11min 11min 10max 10max 11min 11min Usual types of significant constituent material Silty or clayey gravel and sand Silty soils Clayey soils Stone fragments, gravel and sand Fine Sand General Subgrade rating Excellent Fair to poor to good For A-7-5, PI < LL-30 ForA-7-6, PI >LL-30
PROBLEM 7:
The laboratory results of a soil test are
as follows:
Sieve
No.
# 4
#10
#40
#200
LL
PL
Percent
passing
100
93.20
81
55
45
17
Find the group index according to
AASHTO classification system.
Hint:
GI = (F-35)[0.20 + 0.005(LL – 40)]
+ 0.01(F – 15)(PI – 10)
Transcribed Image Text:PROBLEM 7: The laboratory results of a soil test are as follows: Sieve No. # 4 #10 #40 #200 LL PL Percent passing 100 93.20 81 55 45 17 Find the group index according to AASHTO classification system. Hint: GI = (F-35)[0.20 + 0.005(LL – 40)] + 0.01(F – 15)(PI – 10)
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