QCT for GSB (Formets)

123
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 8 Test 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 Test 10 Test 11 Test 12 Test 13 Test 14 Test 15 Test 16 SB - 2 Atterberg Limits GSB Test 1 Test 2 Test 3 Test 4 Drainage Layer Granular Sub Base Quality Control Register Part 1 Recored of Tests : Section - 2 Granular Construction Abstract of tests Conducted

Transcript of QCT for GSB (Formets)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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

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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

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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)

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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)

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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)

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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)

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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

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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

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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.)