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Test No. Name of Test Test No Date of
Test
Result,
Qualified /
Not Qualified
If No, Page
No. and Date
of NCR
Page No & Date
on which Test
Qualified
1 2 3 4 5 6 7
SB-1 Gradation Drainage
Layer
Test 1
Test 2
Test 3
Test 4
Test 5
Test 6
Test 7
Test 8Test 9
Test 10
Test 11
Test 12
SB-1 Gradation G.S.B. Test 1
Test 2
Test 3
Test 4
Test 5
Test 6
Test 7
Test 8
Test 9
Drainage Layer
Granular Sub Base
Quality Control Register Part 1
Recored of Tests : Section - 2 Granular Construction
Abstract of tests Conducted
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Test No. Name of Test Test No Date of
Test
Result,
Qualified /
Not Qualified
If No, Page
No. and Date
of NCR
Page No & Date
on which Test
Qualified
1 2 3 4 5 6 7
Test 5
Test 6
Test 7
Test 8
Test 9
Test 10Test 11
Test 12
Test 13
Test 14
Test 15
Test 16
SB - 3 Moisture Content
SB - 4 Density of compactedLayer
SB - 8 CBR Test GSB
Test 2
SB - 5 Thickness of Layer G
SB
GB - 1 Aggregate Impact Value
Grading -2
Test 1
Test 2
Test 3
Test Table
Base Course Water Bound Macadam
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Test No. Name of Test Test No Date of
Test
Result,
Qualified /
Not Qualified
If No, Page
No. and Date
of NCR
Page No & Date
on which Test
Qualified
1 2 3 4 5 6 7
Test 7
Test 8
Test 9
Test 10
Test 11
Test 12
Test 13
Test 14
BG - 3 Flakiness Index WBM
Grading - 2
Test 1
Test 2
Test 3
Test 4
Test 5
Test 6
Test 7
GB - 4 Atterberg Limits Binding
Material Grading - 2
Test 1
GB - 6 Thickness of Layer
GB - 1 Aggregate Impact Value
Grading - 3
Test 1
Test 2
Test 3
Test 4
GB - 2 Gradation WBM Grading
- 3
Test 1
Test 2
Test 3
T t 4
Test Table
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Test No. Name of Test Test No Date of
Test
Result,
Qualified /
Not Qualified
If No, Page
No. and Date
of NCR
Page No & Date
on which Test
Qualified
1 2 3 4 5 6 7
GB - 4 Atterberg Limits Binding
Material Grading - 3
Test 1
GB - 5 Water absorption of
Aggregate Grading - 1 &
2.
Test 1
GB - 6 Thickness of Layer Test Table
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Sl. No. Description of Item of Work Unit Quantity Test No. Name of Test Frequency of Test No. of Tests Required
1 2 3 4 5 6 7 8
1 Drainage Layer SB - 1 Gradation Drainage Layer
Two Tests per 500
Cum or Per Day
Granular Sub BaseSB - 1 Gradation GSB
Two Tests per 500
Cum or Per Day
SB - 2 Atterberg limits GSB Two Tests per 500Cum or Per Day
SB - 3Moisture Content at the
time of compaction
Two Tests per 500
Cum or Per Day
SB - 4Density of compacted
layer
One set Tests per 200
Sqm
SB - 8 CBR test GSB 1 Test for 5000 Cum.
SB - 5 Thickness of layer GSB Regularly
ASL - 2 Surface level Suitable grid
ASL - 3 Surface Regularity Along two perelleled
lines
GB - 1 Aggregate Impact ValueGrading - 2
One Test per 250 Cumor Source
GB - 2Gradation Aggregate and
Screening Grading - 2
Two Tests per 500
Cum. Per Day
GB - 3Flakiness Index WBM
Grading - 2
One Test per 250 Cum
or Per Day
GB - 4 Atterberg Limits Binding
Material Grading - 2
Two Test per 500 Cum
or Per Day
4Base Course Water Bound Macadam
Grade - 3 GB -1 Aggregate Impact Value
Grading - 3
One Test per 250 Cum
or Source
Quality Control Register Part 1
Section - 2 : Granular ConstructionQuantities of Items, Frequancies of Tests and Number of Tests Required
2
3
Base Course Water Bound MacadamGrade - 2
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Sl. No. Description of Item of Work Unit Quantity Test No. Name of Test Frequency of Test No. of Tests Required
1 2 3 4 5 6 7 8
GB -2Gradation WBM Grading -
3
Two Tests per 500
Cum. Per Day
GB -3Flakiness Index WBM
Grading - 3
One Test per 250 Cum
or Per Day
5 Base Course Water Bound Macadam
Grade - 3 GB - 4 Atterberg Limits Binding
Material Grading - 3
Two Test per 500 Cum
or Per Day
GB - 5Water absorption of
Aggregate1 test per Source
GB - 6 Thickness of all Layers Regularly
ALS - 2 Surface level for all layers Suitable grid
ALS - 3Surface Regularity for all
layers
Along two perelleled
lines
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Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Tests for Drainage Layer
Test 1
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
f th N f thi R i t hi h N C f R t d
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Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sievedesignation
Weight of sampleretained (gm)
Percent of Wt.retained
Cummulative Percentof Wt. retained (%)
Percent of Wt. Passing
Prescribed Limits(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Drainage Layer
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 2
Whether Confirms to the Prescribed limits (Yes/No)
If lt d 't f t th ib d Li it f R t ill b i d b th PIU Th f
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Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sievedesignation
Weight of sampleretained (gm)
Percent of Wt.retained
Cummulative Percentof Wt. retained (%)
Percent of Wt. Passing
Prescribed Limits(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Drainage Layer
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 3
Whether Confirms to the Prescribed limits (Yes/No)
f f f f
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Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sievedesignation
Weight of sampleretained (gm)
Percent of Wt.retained
Cummulative Percentof Wt. retained (%)
Percent of Wt. Passing
Prescribed Limits(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Drainage Layer
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 4
Whether Confirms to the Prescribed limits (Yes/No)
Page 11
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Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sievedesignation
Weight of sampleretained (gm)
Percent of Wt.retained
Cummulative Percentof Wt. retained (%)
Percent of Wt. Passing
Prescribed Limits(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Drainage Layer
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 5
Whether Confirms to the Prescribed limits (Yes/No)
Page 12
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Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sievedesignation Weight of sampleretained (gm) Percent of Wt.retained Cummulative Percentof Wt. retained (%) Percent of Wt. Passing Prescribed Limits(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Drainage Layer
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 6
Whether Confirms to the Prescribed limits (Yes/No)
Page 13
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Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sievedesignation Weight of sampleretained (gm) Percent of Wt.retained Cummulative Percentof Wt. retained (%) Percent of Wt. Passing Prescribed Limits(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Drainage Layer
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 7
Whether Confirms to the Prescribed limits (Yes/No)
Page 14
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Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sievedesignation Weight of sampleretained (gm) Percent of Wt.retained Cummulative Percentof Wt. retained (%) Percent of Wt. Passing Prescribed Limits(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Drainage Layer
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 8
Whether Confirms to the Prescribed limits (Yes/No)
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Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sievedesignation Weight of sampleretained (gm) Percent of Wt.retained Cummulative Percentof Wt. retained (%) Percent of Wt. Passing Prescribed Limits(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Drainage Layer
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 9
Whether Confirms to the Prescribed limits (Yes/No)
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Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sievedesignation Weight of sampleretained (gm) Percent of Wt.retained Cummulative Percentof Wt. retained (%) Percent of Wt. Passing Prescribed Limits(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Drainage Layer
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 10
Whether Confirms to the Prescribed limits (Yes/No)
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Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Drainage Layer
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 11
Whether Confirms to the Prescribed limits (Yes/No)
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Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Drainage Layer
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 12
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 1
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 2
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 3
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 4
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 5
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 6
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 7
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 8
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 9
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 10
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 11
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 12
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
If results don't conform to the prescribed Limits non conformance Reports will be issued by the PIU The rferance
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 13
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
If results don't conform to the prescribed Limits non conformance Reports will be issued by the PIU The rferance
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 14
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
If results don't conform to the prescribed Limits non conformance Reports will be issued by the PIU The rferance
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 15
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-1
Road / Section Details Date of Testing :
Sample No. Weight of Soil Sample taken: (gm)
Dry Sieving
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.Passing /retained)
Wet Sieving Weight of Soil Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
Prescribed Limits
(Percent of Wt.
Passing /retained)
If results don't conform to the prescribed Limits non conformance Reports will be issued by the PIU The rferance
Tests for Granular Sub Base
Sieve Analysis (IS: 2720 (Part 4) - 1985)
Test 16
Whether Confirms to the Prescribed limits (Yes/No)
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
LL - PL = ___________ per cent
Atterberg Limit TestTest 1
Determination of Liquide Limit (LL)
Weight of Container
Weight of dry soil
Moisture Content %
Number of blows
Container Number
Weight of Container + wet soil
Weight of Container + dry soil
Loss of Moisture
Determination of Plastic Limit (PL)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
1 2 3
Weight of Container + dry soil
Weight of Container + wet soil
Weight of Container
Loss of Moisture
Weight of dry soil
Moisture Content %
Tests for Granular Sub Base
Plasticity Index (PI) =
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
Moisture Content %
Weight of Container
Weight of dry soil
Weight of Container + dry soil
Loss of Moisture
Container Number Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Determination of Plastic Limit (PL)
1 2 3
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
Weight of Container + wet soil
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Test 2
Determination of Liquide Limit (LL)
Tests for Granular Sub Base
Atterberg Limit Test
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Moisture Content %
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
Weight of Container
Weight of dry soil
Weight of Container + dry soil
Loss of Moisture
Container Number Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Determination of Plastic Limit (PL)
1 2 3
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Weight of Container + wet soil
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Moisture Content %
Tests for Granular Sub Base
Atterberg Limit TestTest 3
Determination of Liquide Limit (LL)
Container Number
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Moisture Content %
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
Weight of Container
Weight of dry soil
Weight of Container + dry soil
Loss of Moisture
Container Number Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Determination of Plastic Limit (PL)
1 2 3
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
Weight of Container + wet soil
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Tests for Granular Sub Base
Atterberg Limit Test
Test 4
Determination of Liquide Limit (LL)
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Moisture Content %
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
Weight of Container
Weight of dry soil
Weight of Container + dry soil
Loss of Moisture
Container Number Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Determination of Plastic Limit (PL)
1 2 3
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
Weight of Container + wet soil
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Tests for Granular Sub Base
Atterberg Limit Test
Test 5
Determination of Liquide Limit (LL)
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Moisture Content %
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
Weight of Container
Weight of dry soil
Weight of Container + dry soil
Loss of Moisture
Container Number Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Determination of Plastic Limit (PL)
1 2 3
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
Weight of Container + wet soil
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Tests for Granular Sub Base
Atterberg Limit Test
Test 6
Determination of Liquide Limit (LL)
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Moisture Content %
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
Weight of Container
Weight of dry soil
Weight of Container + dry soil
Loss of Moisture
Container Number Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Determination of Plastic Limit (PL)
1 2 3
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
Weight of Container + wet soil
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Tests for Granular Sub Base
Atterberg Limit Test
Test 7
Determination of Liquide Limit (LL)
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Moisture Content %
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
Weight of Container
Weight of dry soil
Weight of Container + dry soil
Loss of Moisture
Container Number Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Determination of Plastic Limit (PL)
1 2 3
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
Weight of Container + wet soil
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Tests for Granular Sub Base
Atterberg Limit Test
Test 8
Determination of Liquide Limit (LL)
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Moisture Content %
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
Weight of Container
Weight of dry soil
Weight of Container + dry soil
Loss of Moisture
Container Number Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Determination of Plastic Limit (PL)
1 2 3
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
Weight of Container + wet soil
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Tests for Granular Sub Base
Atterberg Limit Test
Test 9
Determination of Liquide Limit (LL)
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Weight of Container + wet soil
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Container Number
Tests for Granular Sub Base
Atterberg Limit Test
Test 10
Determination of Liquide Limit (LL)
Weight of dry soil
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Determination of Plastic Limit (PL)
1 2 3
Weight of Container + dry soil
Weight of Container + wet soil
Weight of Container
Loss of Moisture
Moisture Content %
Weight of dry soil
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Tests for Granular Sub Base
Atterberg Limit Test
Test 11
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Determination of Liquide Limit (LL)
Container Number
Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
Determination of Plastic Limit (PL)
1 2 3
Weight of Container + dry soil
Weight of Container + wet soil
Weight of Container
Loss of Moisture
Moisture Content %
Weight of dry soil
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Tests for Granular Sub Base
Atterberg Limit Test
Test 12
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Determination of Liquide Limit (LL)
Container Number
Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
Determination of Plastic Limit (PL)
1 2 3
Weight of Container + dry soil
Weight of Container + wet soil
Weight of Container
Loss of Moisture
Moisture Content %
Weight of dry soil
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Tests for Granular Sub Base
Atterberg Limit Test
Test 13
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Determination of Liquide Limit (LL)
Container Number
Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
Determination of Plastic Limit (PL)
1 2 3
Weight of Container + dry soil
Weight of Container + wet soil
Weight of Container
Loss of Moisture
Moisture Content %
Weight of dry soil
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Tests for Granular Sub Base
Atterberg Limit Test
Test 14
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Determination of Liquide Limit (LL)
Container Number
Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
Determination of Plastic Limit (PL)
1 2 3
Weight of Container + dry soil
Weight of Container + wet soil
Weight of Container
Loss of Moisture
Moisture Content %
Weight of dry soil
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Tests for Granular Sub Base
Atterberg Limit Test
Test 15
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Determination of Liquide Limit (LL)
Container Number
Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
Determination of Plastic Limit (PL)
1 2 3
Weight of Container + dry soil
Weight of Container + wet soil
Weight of Container
Loss of Moisture
Moisture Content %
Weight of dry soil
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
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Form No . SB-2
Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Tests for Granular Sub Base
Atterberg Limit Test
Test 16
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Determination of Liquide Limit (LL)
Container Number
Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Moisture Content %
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Container Number
Determination of Plastic Limit (PL)
1 2 3
Weight of Container + dry soil
Weight of Container + wet soil
Weight of Container
Loss of Moisture
Moisture Content %
Weight of dry soil
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
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From No . EW-6
Test No. Date of Test
Location
of Test
Point
Sample
No.
Wt. of Tin
(gm)
W1
Wt. of Tin+
Wet Soil (gm)
W2
Wt. of Tin+
Dry Soil (gm)
W3
Loss of
Water (gm)
(W2-W3)
Wt. of Dry
Soil (gm)
(W3-W1)
Moisture
Content
(%)
Confirms tolimits
Prescribed
(Yes/No)
If No. Dateof NCR/
Page no. of
O/C
Tested
by
Checked
by
1 2 3 4 5 6 7 8 9 10 11 12 13 14
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Moisture Content Test at the Time of Compaction Granular Sub Base
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From No . SB-4
Road / Section Details Date of Testing :
Sample No. : Weight of Dry Soil :
C o n t a i n e
r N o
W e i g h t o
f
c o n t a i n e r ( g m s )
W e i g h t o
f
c o n t a i n e r + w e t
s o i l ( g m s
)
W e i g h t o
f
c o n t a i n e r + d r y
s o i l ( g m s
)
W e i g h t o
f W a t e r
( W w ) ( g m
s )
W e i g h t o
f d r y s o i l
( W s ) ( g m
s )
M o i s t u r e
C o n t e n t
( % )
( W )
Type of Test Standard Product
Weight of mould W1 (gm)
DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)
Test 1
Description of Sample
S l . N o .
W e i g h t o
f m o u l d +
c o m p a c t e d s o i l
( g m s ) W
2
W e i g h t o
f w e t s o i l
( g m s ) W
2 - W 3
W e t d e n s i t y
( g m / c c )
Volume of mould Vm (cc)
Percent retained on 20mm IS sieve
Moisture content determination
D r y D e n s i t y
( G m / c c )
1
2
4
3
6
5
Layer Value Permissible Limit Whether Confirms to the Prescribed
limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance of
th N f thi R i t hi h N C f R t d
Tests for Granular Sub Base
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From No . SB-4
Road / Section Details Date of Testing :
Sample No. : Weight of Dry Soil :
C o n t a
i n e r N o
W e i g h
t o f
c o n t a i n e r
( g m s )
W e i g h
t o f
c o n t a i n e r + w e t
s o i l ( g
m s )
W e i g h
t o f
c o n t a i n e r + d r y
s o i l ( g
m s )
W e i g h
t o f
W a t e r ( W w )
( g m s )
W e i g h
t o f d r y
s o i l ( W
s ) ( g m s )
M o i s t u r e
C o n t e
n t ( % )
( W )
Type of Test Standard Product
Weight of mould W1 (gm)
Tests for Granular Sub Base
DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)
Description of Sample
S l . N o
.
W e i g h t o f m o u l d
+ c o m
p a c t e d s o i l
( g m s )
W 2
W e i g h t o f w e t s o i l
( g m s )
W 2 - W 3
W e t d
e n s i t y
( g m / c
c )
Volume of mould Vm (cc)
Percent retained on 20mm IS sieve
1
Moisture content determination
D r y D
e n s i t y
( G m / c
c )
3
2
5
4
6
Layer Value Permissible Limit Whether Confirms to the Prescribed
limits (Yes/No)
Test 2
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From No . SB-4
Road / Section Details Date of Testing :
Sample No. : Weight of Dry Soil :
C o n t a
i n e r N o
W e i g h
t o f
c o n t a i n e r
( g m s )
W e i g h
t o f
c o n t a i n e r + w e t
s o i l ( g
m s )
W e i g h
t o f
c o n t a i n e r + d r y
s o i l ( g
m s )
W e i g h
t o f
W a t e r ( W w )
( g m s )
W e i g h
t o f d r y
s o i l ( W
s ) ( g m s )
M o i s t u r e
C o n t e
n t ( % )
( W )
Volume of mould Vm (cc)
Type of Test Standard Product
Weight of mould W1 (gm)
D r y D
e n s i t y
( G m / c c )
Percent retained on 20mm IS sieve
S l . N o
.
W e i g h t o f m o u l d
+ c o m
p a c t e d s o i l
( g m s ) W 2
W e i g h t o f w e t s o i l
( g m s ) W 2 - W 3
W e t d
e n s i t y
( g m / c
c )
1
2
4
3
6
5
Whether Confirms to the Prescribed
limits (Yes/No)
Value Permissible LimitLayer
Tests for Granular Sub Base
DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)
Description of Sample
Test 3
Moisture content determination
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From No . SB-4
Road / Section Details Date of Testing :
Sample No. : Weight of Dry Soil :
C o n t a
i n e r N o
W e i g h t o f
c o n t a i n e r
( g m s )
W e i g h t o f
c o n t a i n e r + w e t
s o i l ( g
m s )
W e i g h t o f
c o n t a i n e r + d r y
s o i l ( g
m s )
W e i g h t o f
W a t e r ( W w )
( g m s )
W e i g h t o f d r y
s o i l ( W
s ) ( g m s )
M o i s t u r e
C o n t e
n t ( % )
( W )
Tests for Granular Sub Base
Type of Test Standard Product
Weight of mould W1 (gm)
Volume of mould Vm (cc)
1
2
3
4
6
5
DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)
Test 4
Description of Sample
Percent retained on 20mm IS sieve
S l . N o .
W e i g h t o f m o u l d
+ c o m
p a c t e d s o i l
( g m s ) W 2
W e i g h t o f w e t s o i l
( g m s ) W 2 - W 3
W e t d
e n s i t y
( g m / c
c )
Moisture content determination
D r y D
e n s i t y
( G m / c c )
Value Permissible Limit Whether Confirms to the Prescribed
limits (Yes/No)
Layer
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From No . SB-4
Road / Section Details Date of Testing :
Sample No. : Weight of Dry Soil :
C o n t a
i n e r N o
W e i g h t o f
c o n t a i n e r
( g m s )
W e i g h t o f
c o n t a i n e r + w e t
s o i l ( g
m s )
W e i g h t o f
c o n t a i n e r + d r y
s o i l ( g
m s )
W e i g h t o f
W a t e r ( W w )
( g m s )
W e i g h t o f d r y
s o i l ( W
s ) ( g m s )
M o i s t u r e
C o n t e
n t ( % )
( W )
Standard Product
Weight of mould W1 (gm)
Volume of mould Vm (cc)
2
4
5
6
Whether Confirms to the Prescribed
limits (Yes/No)
Value Permissible LimitLayer
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Tests for Granular Sub Base
DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)
S l . N o .
W e i g h t o f m o u l d
+ c o m
p a c t e d s o i l
( g m s ) W 2
W e i g h t o f w e t s o i l
( g m s ) W 2 - W 3
W e t d
e n s i t y
( g m / c
c )
Test 5
Description of Sample
Percent retained on 20mm IS sieve
Type of Test
1
Moisture content determination
D r y D
e n s i t y
( G m / c c )
3
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From No . SB-4
Road / Section Details Date of Testing :
Sample No. : Weight of Dry Soil :
C o n t a
i n e r N o
W e i g h t o f
c o n t a i n e r
( g m s )
W e i g h t o f
c o n t a i n e r + w e t
s o i l ( g
m s )
W e i g h t o f
c o n t a i n e r + d r y
s o i l ( g
m s )
W e i g h t o f
W a t e r ( W w )
( g m s )
W e i g h t o f d r y
s o i l ( W
s ) ( g m s )
M o i s t u r e
C o n t e
n t ( % )
( W )
Percent retained on 20mm IS sieve
D r y D
e n s i t y
( G m / c c )
S l . N o .
W e i g h t o f m o u l d
+ c o m
p a c t e d s o i l
( g m s ) W 2
Volume of mould Vm (cc)
3
4
W e i g h t o f w e t s o i l
( g m s ) W 2 - W 3
5
Layer
6
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Whether Confirms to the Prescribed
limits (Yes/No)
Value Permissible Limit
Tests for Granular Sub Base
DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)
Test 6
Description of Sample
1
Type of Test Standard Product
Weight of mould W1 (gm)
W e t d
e n s i t y
( g m / c
c )
Moisture content determination
2
F N SB 8/9
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Sample No. : Date of Testing :
Sample Details : Capasity of Providing Ring :
Date of Casting of Mould : Value of one divn. In. Kg
Time of
penetration
@ 1.25
mm/Min.
Pene -
tration
Standard
Load
Intensity
(Kg/cm2)
Average
C.B.R.
%
(D)
Min. Sec. (mm) i ii iii i ii iii i ii iii Std. i ii iii
0 - 0 0.0
0 - 24 0.5
0 - 48 1.0
1 - 12 1.5
1 - 36 2.0
2 - 0 2.5 70
2 - 24 3.0
3 - 12 4.0
4 - 0 5.0 105
6 - 0 7.5 134
8 - 0 10.0 16210 - 0 12.5 183
Av. C.B.R. at 2.5 mm penetration : (%)
Av. C.B.R. at 5.0 mm penetration : (%)
Av. Saturation Moisture Content : (%)
Av. Swelling :
From No. SB- 8/9
C.B.R Test of Soil [IS: 2720(Part-16)]
Test 1
Proving Ring
Rating
Load intensity
(kg/cm2) (A) x One
divn. Value area of
Plunger
Corrected Load
Intensity
(Kg/cm2)
Unlocked/
Soaked C.B.R.
(%)
C x100
D
Permissible Limit Whether Confirms to the
(A) (B) (C) (E)
Test for Granular Sub Base
Layer Value
F N SB 5
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From No. SB - 5
Test No. Date of Testing LocationReference
Mesurement of Thicknessusing Wooden Blocks (mm)
Specifieddepth (mm)
Deviation to be
corrected morethen or less
then specifid
(cm)
Variation in
Prescribedlimits
(Yes/No)
If No. Date of NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
2
Average Depth (cm.)
3
Thickness of Layer Test
1
Average Depth (cm.)
5
Average Depth (cm.)
6
Average Depth (cm.)
4
Average Depth (cm.)
Average Depth (cm.)
Deviation to be
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Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
8
Average Depth (cm.)
9
7
Average Depth (cm.)
11
Average Depth (cm.)
12
Average Depth (cm.)
10
Average Depth (cm.)
Average Depth (cm.)
13
Average Depth (cm.)
Deviation to be
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Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
14
Average Depth (cm.)
15
17
Average Depth (cm.)
18
Average Depth (cm.)
16
Average Depth (cm.)
20
Average Depth (cm.)
19
Average Depth (cm.)
Deviation to beV i ti i
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Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
Average Depth (cm.)
21
23
Average Depth (cm.)
24
Average Depth (cm.)
22
Average Depth (cm.)
26
Average Depth (cm.)
Average Depth (cm.)
25
Average Depth (cm.)
Deviation to beVariation in
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Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
27
29
Average Depth (cm.)
30
Average Depth (cm.)
28
Average Depth (cm.)
32
Average Depth (cm.)
33
Average Depth (cm.)
31
Average Depth (cm.)
Deviation to beVariation in
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Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
35
Average Depth (cm.)
36
Average Depth (cm.)
34
Average Depth (cm.)
38
Average Depth (cm.)
39
Average Depth (cm.)
37
Average Depth (cm.)
Average Depth (cm.)
Deviation to beVariation in
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Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
41
Average Depth (cm.)
42
40
Average Depth (cm.)
44
Average Depth (cm.)
45
Average Depth (cm.)
43
Average Depth (cm.)
Average Depth (cm.)
46
Deviation to be
t dVariation in
If N D t f
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Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
47
Average Depth (cm.)
48
Average Depth (cm.)
50
Average Depth (cm.)
51
Average Depth (cm.)
49
Average Depth (cm.)
Average Depth (cm.)
52
Average Depth (cm.)
Deviation to be
corrected moreVariation in
If No Date of
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Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
corrected more
then or less
then specifid
(cm)
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
53
Average Depth (cm.)
54
56
Average Depth (cm.)
Average Depth (cm.)
55
Average Depth (cm.)
Test for Water Bound Macadam Base
Form No GB - 1
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Sample No : Date of Testing :
Name of Quarry/ Location : Weight of Sample taken:
Average
1 2 3
Checked by : Tested by:
Sample No : Date of Testing :
Name of Quarry/ Location : Weight of Sample taken:
Average
1 2 3
Weight of aggregate passing 2.36mmsieve after the test = W2 (gm)
A.I.V. = (W2/W1) x 100
Test Nos.Observation
Weight of aggregate sample filling in the cylinder = W1 (gm)
Layer Value Whether Confirms to the
Prescribed limits (Yes/No)
Permissible Limit
Test for Water Bound Macadam Base
Form No . GB - 1
Aggregate Impact Value of Aggregate (IS: 2386 - Part 4)
WBM Grade 2 Test 2
Form No . GB - 1
Aggregate Impact Value of Aggregate (IS: 2386 - Part 4)
WBM Grade 2 Test 1
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Observation Test Nos.
Weight of aggregate sample filling in the cylinder = W1 (gm)
Test for Water Bound Macadam Base
Form No GB - 1
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Sample No : Date of Testing :
Name of Quarry/ Location : Weight of Sample taken:
Average
1 2 3
Checked by : Tested by:
Sample No : Date of Testing :
Name of Quarry/ Location : Weight of Sample taken:
Average
1 2 3
Form No . GB 1
Aggregate Impact Value of Aggregate (IS: 2386 - Part 4)
Weight of aggregate passing 2.36mm
sieve after the test = W2 (gm)
WBM Grade 2 Test 3
Observation Test Nos.
Weight of aggregate sample filling in the cylinder = W1 (gm)
A.I.V. = (W2/W1) x 100
Layer Value Permissible Limit Whether Confirms to the
Prescribed limits (Yes/No)
WBM Grade 2 Test 4
Observation Test Nos.
Weight of aggregate sample filling in the cylinder = W1 (gm)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Test for Water Bound Macadam Base
Form No . GB - 1
Aggregate Impact Value of Aggregate (IS: 2386 - Part 4)
Weight of aggregate passing 2 36mm
Test for Water Bound Macadam Base
Form No . GB - 1
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Sample No : Date of Testing :
Name of Quarry/ Location : Weight of Sample taken:
Average
1 2 3
Checked by : Tested by:
Sample No : Date of Testing :
Name of Quarry/ Location : Weight of Sample taken:
Average
1 2 3
Aggregate Impact Value of Aggregate (IS: 2386 - Part 4)
Weight of aggregate passing 2.36mm
sieve after the test = W2 (gm)
WBM Grade 2 Test 5
Observation Test Nos.
Weight of aggregate sample filling in the cylinder = W1 (gm)
A.I.V. = (W2/W1) x 100
Layer Value Permissible Limit Whether Confirms to the
Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Aggregate Impact Value of Aggregate (IS: 2386 - Part 4)
Form No . GB - 1
Test for Water Bound Macadam Base
Weight of aggregate sample filling in the cylinder = W1 (gm)
Test Nos.Observation
WBM Grade 2 Test 6
Form No . GB - 1
Test for Water Bound Macadam Base
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Sample No : Date of Testing :
Name of Quarry/ Location : Weight of Sample taken:
Average
1 2 3
Checked by : Tested by:
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Whether Confirms to the
Prescribed limits (Yes/No)
Permissible LimitValueLayer
A.I.V. = (W2/W1) x 100
Weight of aggregate passing 2.36mmsieve after the test = W2 (gm)
Aggregate Impact Value of Aggregate (IS: 2386 - Part 4)
Weight of aggregate sample filling in the cylinder = W1 (gm)
Test Nos.Observation
WBM Grade 2 Test 7
Form GB - 2
Tests for Water Bound Macadam Base
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
Instruction for Blending
Sieve Analysis of Aggregate (IS: 2386 Part 1)
WBM Grade 2 Test 1
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Form GB - 2
Tests for Water Bound Macadam Base
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
Sieve Analysis of Aggregate (IS: 2386 Part 1)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Instruction for Blending
WBM Grade 2 Test 2
Whether Confirms to the Prescribed limits (Yes/No)
Form GB - 2
Si A l i f A t (IS 2386 P t 1)
Tests for Water Bound Macadam Base
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
Sieve Analysis of Aggregate (IS: 2386 Part 1)
WBM Grade 2 Test 3
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Instruction for Blending
Form GB - 2
Tests for Water Bound Macadam Base
Sieve Analysis of Aggregate (IS: 2386 Part 1)
Page 75
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
WBM Grade 2 Test 4
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Instruction for Blending
Sieve Analysis of Aggregate (IS: 2386 Part 1)
Form GB - 2
Tests for Water Bound Macadam Base
Sieve Analysis of Aggregate (IS: 2386 Part 1)
Page 76
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
Instruction for Blending
Sieve Analysis of Aggregate (IS: 2386 Part 1)
WBM Grade 2 Test 5
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Form GB - 2
Tests for Water Bound Macadam Base
Sieve Analysis of Aggregate (IS: 2386 Part 1)
Page 77
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
Sieve Analysis of Aggregate (IS: 2386 Part 1)
WBM Grade 2 Test 6
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Instruction for Blending
Form GB - 2
Sieve Analysis of Aggregate (IS: 2386 Part 1)
Tests for Water Bound Macadam Base
Page 78
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
Sieve Analysis of Aggregate (IS: 2386 Part 1)
WBM Grade 2 Test 7
Instruction for Blending
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Form GB - 2
Tests for Water Bound Macadam Base
Sieve Analysis of Aggregate (IS: 2386 Part 1)
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
y gg g ( )
WBM Grade 2 Test 8
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Instruction for Blending
Form GB - 2
Sieve Analysis of Aggregate (IS: 2386 Part 1)
Tests for Water Bound Macadam Base
Page 80
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
WBM Grade 2 Test 9
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Instruction for Blending
Form GB - 2
Tests for Water Bound Macadam Base
Sieve Analysis of Aggregate (IS: 2386 Part 1)
Page 81
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
WBM Grade 2 Test 10
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Instruction for Blending
Form GB - 2
Tests for Water Bound Macadam Base
Sieve Analysis of Aggregate (IS: 2386 Part 1)
Page 82
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
WBM Grade 2 Test 11
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Instruction for Blending
Form GB - 2
Tests for Water Bound Macadam Base
Sieve Analysis of Aggregate (IS: 2386 Part 1)
Page 83
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
Instruction for Blending
WBM Grade 2 Test 12
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Form GB - 2
Tests for Water Bound Macadam Base
Sieve Analysis of Aggregate (IS: 2386 Part 1)
Page 84
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
Instruction for Blending
WBM Grade 2 Test 13
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Form GB - 2
Tests for Water Bound Macadam Base
Sieve Analysis of Aggregate (IS: 2386 Part 1)
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
Instruction for Blending
WBM Grade 2 Test 14
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.Page No…………………………… Date of Issue ……………………….
Form GB - 2
Tests for Water Bound Macadam Base
Flakiness Index of Aggregate
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Sample No. Date of Sempling :
Name of Quarry / Location: Date of Testing :
Passing
through I.S.
Sieve mm
Retained on I.S.
Sieve (mm)
63 50 W1 = 23.90 W1 =
50 40 W2 = 27.00 W2 =
40 31.5 W3 = 19.50 W3 =
31.5 25 W4 = 16.95 W4 =
25 20 W5 = 13.50 W5 =
20 16 W6 = 10.80 W6 =
16 12.5 W7 = 8.55 W7 =
12.5 10 W8 = 6.75 W8 =
10 6.3 W9 = 4.89 W9 =
Total W = W =
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
WBM Grade 2 Test 1
Size of Aggregate Wt. of the fraction
consisting of at least 200
pieces (gm)
Thickness gauge size,
(0.6 times the mean
sieve) (mm)
Weight of aggregate in
each fraction passing
thickness gauge (gm)
w
Flakiness index (F.l.) = x 100 = (%)
W
Value Permissible Limit Whether Confirms to the
Prescribed limits (Yes/No)
Layer
Form GB - 3
Tests for Water Bound Macadam Base
Flakiness Index of Aggregate
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Sample No. Date of Sempling :
Name of Quarry / Location: Date of Testing :
Passing
through I.S.
Sieve mm
Retained on I.S.
Sieve (mm)
63 50 W1 = 23.90 W1 =
50 40 W2 = 27.00 W2 =
40 31.5 W3 = 19.50 W3 =
31.5 25 W4 = 16.95 W4 =
25 20 W5 = 13.50 W5 =
20 16 W6 = 10.80 W6 =
16 12.5 W7 = 8.55 W7 =
12.5 10 W8 = 6.75 W8 =10 6.3 W9 = 4.89 W9 =
Total W = W =
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
w
Flakiness index (F.l.) = x 100 = (%)
W
Layer Value Permissible Limit Whether Confirms to the
Prescribed limits (Yes/No)
WBM Grade 2 Test 2
Size of Aggregate Wt. of the fraction
consisting of at least 200
pieces (gm)
Thickness gauge size,
(0.6 times the mean
sieve) (mm)
Weight of aggregate in
each fraction passing
thickness gauge (gm)
Form GB - 3
Tests for Water Bound Macadam Base
Flakiness Index of Aggregate
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Sample No. Date of Sempling :
Name of Quarry / Location: Date of Testing :
Passing
through I.S.
Sieve mm
Retained on I.S.
Sieve (mm)
63 50 W1 = 23.90 W1 =
50 40 W2 = 27.00 W2 =
40 31.5 W3 = 19.50 W3 =
31.5 25 W4 = 16.95 W4 =
25 20 W5 = 13.50 W5 =
20 16 W6 = 10.80 W6 =
16 12.5 W7 = 8.55 W7 =
12.5 10 W8 = 6.75 W8 =10 6.3 W9 = 4.89 W9 =
Total W = W =
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
w
Flakiness index (F.l.) = x 100 = (%)
W
Layer Value Permissible Limit Whether Confirms to the
Prescribed limits (Yes/No)
WBM Grade 2 Test 3
Size of Aggregate Wt. of the fraction
consisting of at least 200
pieces (gm)
Thickness gauge size,
(0.6 times the mean
sieve) (mm)
Weight of aggregate in
each fraction passing
thickness gauge (gm)
Form GB - 3
Tests for Water Bound Macadam Base
Flakiness Index of Aggregate
Page 89
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Sample No. Date of Sempling :
Name of Quarry / Location: Date of Testing :
Passing
through I.S.
Sieve mm
Retained on I.S.
Sieve (mm)
63 50 W1 = 23.90 W1 =
50 40 W2 = 27.00 W2 =
40 31.5 W3 = 19.50 W3 =
31.5 25 W4 = 16.95 W4 =
25 20 W5 = 13.50 W5 =
20 16 W6 = 10.80 W6 =
16 12.5 W7 = 8.55 W7 =
12.5 10 W8 = 6.75 W8 =10 6.3 W9 = 4.89 W9 =
Total W = W =
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
w
Flakiness index (F.l.) = x 100 = (%)
W
Layer Value Permissible Limit Whether Confirms to the
Prescribed limits (Yes/No)
WBM Grade 2 Test 4
Size of Aggregate Wt. of the fraction
consisting of at least 200
pieces (gm)
Thickness gauge size,
(0.6 times the mean
sieve) (mm)
Weight of aggregate in
each fraction passing
thickness gauge (gm)
Form GB - 3
Tests for Water Bound Macadam Base
Flakiness Index of Aggregate
WBM G d 2 T t 5
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Sample No. Date of Sempling :
Name of Quarry / Location: Date of Testing :
Passing
through I.S.
Sieve mm
Retained on I.S.
Sieve (mm)
63 50 W1 = 23.90 W1 =
50 40 W2 = 27.00 W2 =
40 31.5 W3 = 19.50 W3 =
31.5 25 W4 = 16.95 W4 =
25 20 W5 = 13.50 W5 =
20 16 W6 = 10.80 W6 =
16 12.5 W7 = 8.55 W7 =
12.5 10 W8 = 6.75 W8 =10 6.3 W9 = 4.89 W9 =
Total W = W =
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
w
Flakiness index (F.l.) = x 100 = (%)
W
Layer Value Permissible Limit Whether Confirms to the
Prescribed limits (Yes/No)
WBM Grade 2 Test 5
Size of Aggregate Wt. of the fraction
consisting of at least 200
pieces (gm)
Thickness gauge size,
(0.6 times the mean
sieve) (mm)
Weight of aggregate in
each fraction passing
thickness gauge (gm)
Form GB - 3
Tests for Water Bound Macadam Base
Flakiness Index of Aggregate
WBM G d 2 T t 6
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Sample No. Date of Sempling :
Name of Quarry / Location: Date of Testing :
Passing
through I.S.
Sieve mm
Retained on I.S.
Sieve (mm)
63 50 W1 = 23.90 W1 =
50 40 W2 = 27.00 W2 =
40 31.5 W3 = 19.50 W3 =
31.5 25 W4 = 16.95 W4 =
25 20 W5 = 13.50 W5 =
20 16 W6 = 10.80 W6 =
16 12.5 W7 = 8.55 W7 =
12.5 10 W8 = 6.75 W8 =10 6.3 W9 = 4.89 W9 =
Total W = W =
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
w
Flakiness index (F.l.) = x 100 = (%)
W
Layer Value Permissible Limit Whether Confirms to the
Prescribed limits (Yes/No)
WBM Grade 2 Test 6
Size of Aggregate Wt. of the fraction
consisting of at least 200
pieces (gm)
Thickness gauge size,
(0.6 times the mean
sieve) (mm)
Weight of aggregate in
each fraction passing
thickness gauge (gm)
Form GB - 3
Tests for Water Bound Macadam Base
Flakiness Index of Aggregate
WBM Grade 2 Test 7
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Sample No. Date of Sempling :
Name of Quarry / Location: Date of Testing :
Passing
through I.S.
Sieve mm
Retained on I.S.
Sieve (mm)
63 50 W1 = 23.90 W1 =
50 40 W2 = 27.00 W2 =
40 31.5 W3 = 19.50 W3 =
31.5 25 W4 = 16.95 W4 =
25 20 W5 = 13.50 W5 =
20 16 W6 = 10.80 W6 =
16 12.5 W7 = 8.55 W7 =
12.5 10 W8 = 6.75 W8 =10 6.3 W9 = 4.89 W9 =
Total W = W =
w
Flakiness index (F.l.) = x 100 = (%)
W
Layer Value Permissible Limit Whether Confirms to the
Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
WBM Grade 2 Test 7
Size of Aggregate Wt. of the fraction
consisting of at least 200
pieces (gm)
Thickness gauge size,
(0.6 times the mean
sieve) (mm)
Weight of aggregate in
each fraction passing
thickness gauge (gm)
Form No . GB - 4
Tests for Water Bound Macadam
Atterberg Limit Test for Binding Material
WBM Grade 2 Test 1
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Road / Section Details
Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
= ___________ per cent3
Moisture Content %
Plastic Limit (PL) =mc1 + mc2 + mc3
Weight of Container
Weight of dry soil
Weight of Container + dry soil
Loss of Moisture
Container Number
Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Determination of Plastic Limit (PL)
1 2 3
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Weight of Container + wet soil
Weight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Moisture Content %
WBM Grade 2 Test 1
Determination of Liquide Limit (LL)
Container Number
From No. GB - 5
Tests for Water Bound Macadam
Water absorption of Aggregate
WBM Grade 2 Test 1
IS:2386 (Part 3)
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Sample No. : Date of Sampling :
Name of Quarry / Location : Date of Testing :
Size of Aggregate : Type of Aggregate :
1 2
Mean
Value
Checked by Tested by
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Layer Value Whether Confirms to the
Prescribed limits (Yes/No)
Mean Value of Water Absorption =
Wt. of basket in water (W2) gmWt. of Saturated surface dry ggregate in air (W3) gm
Wt. of oven dried aggregate in air (W4) gm
Specific Gravity = W4 / W3 - (W1 - W2)
Apparent Specific Gravity = W4 / W4 - (W1 - W2)
Water Absorption = (W3 - W4) x 100/ W4 (%)
Mean Value of Specific Gravity =
Mean Value of Apparent Specific Gravity =
Observation Test Nos.
Wt. of Saturated aggregate and basket in water (W1) gm
IS:2386 (Part 3)
From No. GB - 6
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
Variation in
Prescribed
limits
If No. Date of
NCR/ Page Tested by Checked by
Thickness of Layer Test Water Bound Macadam Grade 2
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Reference using Wooden Blocks (mm) depth (mm)
then specifid(cm)
limits
(Yes/No) no. of O/C
1 2 3 4 5 6 7 8 9 10
Average Depth (cm.)
Average Depth (cm.)
5
Average Depth (cm.)
6
Average Depth (cm.)
3
Average Depth (cm.)
4
1
Average Depth (cm.)
2
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
Thickness of Layer Test Water Bound Macadam Grade 2
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(cm)
( )
1 2 3 4 5 6 7 8 9 10
Average Depth (cm.)
Average Depth (cm.)
11
Average Depth (cm.)
12
Average Depth (cm.)
9
Average Depth (cm.)
10
7
Average Depth (cm.)
8
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
Thickness of Layer Test Water Bound Macadam Grade 2
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(cm)1 2 3 4 5 6 7 8 9 10
Average Depth (cm.)
Average Depth (cm.)
17
Average Depth (cm.)
18
Average Depth (cm.)
15
Average Depth (cm.)
16
13
Average Depth (cm.)
14
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
Thickness of Layer Test Water Bound Macadam Grade 2
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(cm)1 2 3 4 5 6 7 8 9 10
Average Depth (cm.)
Average Depth (cm.)
23
Average Depth (cm.)
24
Average Depth (cm.)
21
Average Depth (cm.)
22
19
Average Depth (cm.)
20
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
Thickness of Layer Test Water Bound Macadam Grade 2
Page 99
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(cm)1 2 3 4 5 6 7 8 9 10
Average Depth (cm.)
Average Depth (cm.)
29
Average Depth (cm.)
30
Average Depth (cm.)
27
Average Depth (cm.)
28
25
Average Depth (cm.)
26
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
Thickness of Layer Test Water Bound Macadam Grade 2
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(cm)1 2 3 4 5 6 7 8 9 10
Average Depth (cm.)
Average Depth (cm.)
35
Average Depth (cm.)
36
Average Depth (cm.)
33
Average Depth (cm.)
34
31
Average Depth (cm.)
32
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
( )
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
Thickness of Layer Test Water Bound Macadam Grade 2
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(cm)1 2 3 4 5 6 7 8 9 10
Average Depth (cm.)
Average Depth (cm.)
41
Average Depth (cm.)
42
Average Depth (cm.)
39
Average Depth (cm.)
40
37
Average Depth (cm.)
38
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
Thickness of Layer Test Water Bound Macadam Grade 2
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1 2 3 4 5 6 7 8 9 10
Average Depth (cm.)
Average Depth (cm.)
47
Average Depth (cm.)
48
Average Depth (cm.)
45
Average Depth (cm.)
46
43
Average Depth (cm.)
44
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
Thickness of Layer Test Water Bound Macadam Grade 2
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1 2 3 4 5 6 7 8 9 10
Average Depth (cm.)
Average Depth (cm.)
53
Average Depth (cm.)
54
Average Depth (cm.)
51
Average Depth (cm.)
52
49
Average Depth (cm.)
50
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
Thickness of Layer Test Water Bound Macadam Grade 2
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1 2 3 4 5 6 7 8 9 10
56
Average Depth (cm.)
55
Average Depth (cm.)
Test for Water Bound Macadam Base
Form No . GB - 1
Aggregate Impact Value of Aggregate (IS: 2386 - Part 4)
WBM Grade 3 Test 1
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Sample No : Date of Testing :
Name of Quarry/ Location : Weight of Sample taken:
Average
1 2 3
Checked by : Tested by:
Sample No : Date of Testing :
Name of Quarry/ Location : Weight of Sample taken:
Average
1 2 3
Weight of aggregate sample filling in the cylinder = W 1 (gm)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Test for Water Bound Macadam Base
Form No . GB - 1
Aggregate Impact Value of Aggregate (IS: 2386 - Part 4)
WBM Grade 3 Test 2
Observation Test Nos.
A.I.V. = (W2/W1) x 100
Layer Value Permissible Limit Whether Confirms to the
Prescribed limits (Yes/No)
Weight of aggregate sample filling in the cylinder = W 1 (gm)
Weight of aggregate passing 2.36mm
sieve after the test = W2 (gm)
Observation Test Nos.
Form GB - 2
Tests for Water Bound Macadam Base
Sieve Analysis of Aggregate (IS: 2386 Part 1)
WBM Grade 3 Test 1
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
Whether Confirms to the Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Instruction for Blending
Form GB - 2
R d / S ti D t il D t f T ti
Tests for Water Bound Macadam Base
Sieve Analysis of Aggregate (IS: 2386 Part 1)
WBM Grade 3 Test 2
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Instruction for Blending
Whether Confirms to the Prescribed limits (Yes/No)
Form GB - 2
Road / Section Details Date of Testing :
Tests for Water Bound Macadam Base
Sieve Analysis of Aggregate (IS: 2386 Part 1)
WBM Grade 3 Test 3
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Instruction for Blending
Whether Confirms to the Prescribed limits (Yes/No)
Form GB - 2
Road / Section Details Date of Testing :
Tests for Water Bound Macadam Base
Sieve Analysis of Aggregate (IS: 2386 Part 1)
WBM Grade 3 Test 4
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Road / Section Details Date of Testing :
Sample No. Weight of Sample taken: (gm)
I.S. Sieve
designation
Weight of sample
retained (gm)
Percent of Wt.
retained (%)
Cummulative Percent
of Wt. retained (%)
Percent of
Wt. Passing
%
Prescribed Value
Checked by Tested by
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance
of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Instruction for Blending
Whether Confirms to the Prescribed limits (Yes/No)
Form GB - 2
Sample No Date of Sempling :
Tests for Water Bound Macadam Base
Flakiness Index of Aggregate
WBM Grade 3 Test 1
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Sample No. Date of Sempling :
Name of Quarry / Location: Date of Testing :
Passing
through I.S.
Sieve mm
Retained on I.S.
Sieve (mm)
63 50 W1 = 23.90 W1 =
50 40 W2 = 27.00 W2 =
40 31.5 W3 = 19.50 W3 =
31.5 25 W4 = 16.95 W4 =
25 20 W5 = 13.50 W5 =
20 16 W6 = 10.80 W6 =
16 12.5 W7 = 8.55 W7 =
12.5 10 W8 = 6.75 W8 =
10 6.3 W9 = 4.89 W9 =
Total W = W =
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
w
Flakiness index (F.l.) = x 100 = (%)
W
Layer Value Permissible Limit Whether Confirms to the
Prescribed limits (Yes/No)
Size of Aggregate Wt. of the fraction
consisting of at least 200
pieces (gm)
Thickness gauge size,
(0.6 times the mean
sieve) (mm)
Weight of aggregate in
each fraction passing
thickness gauge (gm)
Form GB - 3
Sample No. Date of Sempling :
Tests for Water Bound Macadam Base
Flakiness Index of Aggregate
WBM Grade 3 Test 2
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Sample No. Date of Sempling :
Name of Quarry / Location: Date of Testing :
Passing
through I.S.
Sieve mm
Retained on I.S.
Sieve (mm)
63 50 W1 = 23.90 W1 =
50 40 W2 = 27.00 W2 =
40 31.5 W3 = 19.50 W3 =
31.5 25 W4 = 16.95 W4 =
25 20 W5 = 13.50 W5 =
20 16 W6 = 10.80 W6 =
16 12.5 W7 = 8.55 W7 =
12.5 10 W8 = 6.75 W8 =
10 6.3 W9 = 4.89 W9 =
Total W = W =
w
Flakiness index (F.l.) = x 100 = (%)
W
Layer Value Permissible Limit Whether Confirms to the
Prescribed limits (Yes/No)
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Size of Aggregate Wt. of the fraction
consisting of at least 200
pieces (gm)
Thickness gauge size,
(0.6 times the mean
sieve) (mm)
Weight of aggregate in
each fraction passing
thickness gauge (gm)
Form No . GB - 4
Road / Section Details
Tests for Water Bound Macadam
Atterberg Limit Test for Binding Material
WBM Grade 3 Test 1
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Date of Testing :
Sample No. :
Type of Soil:
Sample Details :
1 2 3 4 5 6 Remarks
Remarks
Moisture Content %
Plastic Limit (PL) =mc1 + mc2 + mc3
= ___________ per cent3
Weight of Container
Weight of dry soil
Weight of Container + dry soilLoss of Moisture
Container Number
Weight of Container + wet soil
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Determination of Plastic Limit (PL)
1 2 3
Number of blows
Liquide Limit (LL) = __________________ per cent
Layer Value Permissible Value
Weight of Container + wet soilWeight of Container + dry soil
Loss of Moisture
Weight of Container
Weight of dry soil
Moisture Content %
Determination of Liquide Limit (LL)
Container Number
Sample No. : Date of Sampling :
From No. GB - 5
Tests for Water Bound Macadam
Water absorption of Aggregate
WBM Grade 3 Test 1
IS:2386 (Part 3)
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Name of Quarry / Location : Date of Testing :
Size of Aggregate : Type of Aggregate :
1 2
Mean
Value
Checked by Tested by
If results don't conform to the prescribed Limits, non conformance Reports will be issued by the PIU. The
rferance of the page No. of this Register on which Non Conformance Reports copy preserved.
Page No…………………………… Date of Issue ……………………….
Layer Value Whether Confirms to the
Prescribed limits (Yes/No)
Water Absorption = (W3 - W4) x 100/ W4 (%)
Mean Value of Specific Gravity =
Mean Value of Apparent Specific Gravity =
Mean Value of Water Absorption =
Wt. of Saturated aggregate and basket in water (W1) gm
Wt. of basket in water (W2) gm
Wt. of Saturated surface dry ggregate in air (W3) gm
Wt. of oven dried aggregate in air (W4) gm
Specific Gravity = W4 / W3 - (W1 - W2)
Apparent Specific Gravity = W4 / W4 - (W1 - W2)
Observation Test Nos.
From No. GB - 6
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
Thickness of Layer Test Water Bound Macadam Grade 3
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2
Average Depth (cm.)
3
1
Average Depth (cm.)
5
Average Depth (cm.)
6
Average Depth (cm.)
4
Average Depth (cm.)
Average Depth (cm.)
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
Thickness of Layer Test Water Bound Macadam Grade 3
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8
Average Depth (cm.)
9
7
Average Depth (cm.)
11
Average Depth (cm.)
12
Average Depth (cm.)
10
Average Depth (cm.)
Average Depth (cm.)
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
Thickness of Layer Test Water Bound Macadam Grade 3
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14
Average Depth (cm.)
15
13
Average Depth (cm.)
17
Average Depth (cm.)
18
Average Depth (cm.)
16
Average Depth (cm.)
Average Depth (cm.)
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
Thickness of Layer Test Water Bound Macadam Grade 3
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20
Average Depth (cm.)
21
19
Average Depth (cm.)
23
Average Depth (cm.)
24
Average Depth (cm.)
22
Average Depth (cm.)
Average Depth (cm.)
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
Thickness of Layer Test Water Bound Macadam Grade 3
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26
Average Depth (cm.)
27
25
Average Depth (cm.)
29
Average Depth (cm.)
30
Average Depth (cm.)
28
Average Depth (cm.)
Average Depth (cm.)
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
Thickness of Layer Test Water Bound Macadam Grade 3
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32
Average Depth (cm.)
33
31
Average Depth (cm.)
35
Average Depth (cm.)
36
Average Depth (cm.)
34
Average Depth (cm.)
Average Depth (cm.)
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
Thickness of Layer Test Water Bound Macadam Grade 3
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38
Average Depth (cm.)
39
37
Average Depth (cm.)
41
Average Depth (cm.)
42
Average Depth (cm.)
40
Average Depth (cm.)
Average Depth (cm.)
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
Thickness of Layer Test Water Bound Macadam Grade 3
43
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44
Average Depth (cm.)
45
43
Average Depth (cm.)
47
Average Depth (cm.)
48
Average Depth (cm.)
46
Average Depth (cm.)
Average Depth (cm.)
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
Thickness of Layer Test Water Bound Macadam Grade 3
49
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50
Average Depth (cm.)
51
49
Average Depth (cm.)
53
Average Depth (cm.)
54
Average Depth (cm.)
52
Average Depth (cm.)
Average Depth (cm.)
Test No. Date of TestingLocation
Reference
Mesurement of Thickness
using Wooden Blocks (mm)
Specified
depth (mm)
Deviation to be
corrected more
then or less
then specifid
(cm)
Variation in
Prescribed
limits
(Yes/No)
If No. Date of
NCR/ Page
no. of O/C
Tested by Checked by
1 2 3 4 5 6 7 8 9 10
Thickness of Layer Test Water Bound Macadam Grade 3
55
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56
Average Depth (cm.)
55
Average Depth (cm.)