Quality Control Register Part 1Recored of Tests : Section - 1 Earthwork

Abstract of tests Conducted

Test No. Name of Test Test No

1 2 3 4 5 6 7EW-1 Soil gradation Test 1

Test 2

Test 3

Test 4

Test 5

Test 6

Test 7

Test 8

Test 9

EW-2 Atterberg limits Test 1

Test 2

Test 3

Test 4

Test 5

Test 6

Test 7

Test 8

Test 9

EW-3 Natural Moisture content Test table

EW-4 Proctor density Test 1

Test 2

Test 3

Test 4

Test 5

Test 6

Test 7

Test 8

Test 9

EW-5 CBR Test 1

Test 2

EW-( A) Swelling Index Test 1

EW-6 Test table

EW-7 Thickness Test table

Date of Test

Result, Qualified (Yes/No)

If No, Page No. and Date of NCR

Page No & Date on which Test

Qualified

Moisture content at the time of Compaction

EW-8 Field Density Test 1

Test 2

Test 3

Test 4

Test 5

Test 6

Test 7

Test 8

ALS-1 Test table

ALS-2 Test table

ALS-3 Test table

Horizontal alignment (Tests as Required)

Surface Level (Tests as Required)

Surface regularity (Tests as Required)

Quality Control Register Part 1Section - 1 : Earthwork

Quantities of Items, Frequancies of Tests and Number of Tests Required

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

1EW-1 Soil gradation

EW-2 Atterberg limits

EW-3 Natural Moisture content

EW-4 Proctor density

EW-5 CBR

EW-(A) Swelling Index

EW-6

EW-7 Thickness Regularly

EW-8 Field Density

ALS-1 Random check

ALS-2

ALS-3 Along two parallel lines

1 test per 4000 m3

1 test per 4000 m3

1 test per 500 m3

1 test per 4000 m3

1 test per 5000 m3

In case of expansive soils

Moisture content at the time of Compaction

1 test per 250 m 4 tests per day

1 test per 2000 m3

Horizontal alignment (Tests as Required)

Surface Level (Tests as Required)

….. The road 0.5m from edge of roadway

Surface regularity (Tests as Required)

Sieve Analysis of soil (IS: 2720 (Part 4) - 1985)

Test 1

Road / Section Details Date of Testing :

Sample No. Weight of Soil Sample taken: (gm)

Dry Sieving

40 mm25 mm20 mm10 mm4.75 mm

Wet Sieving

2.36 mm1.18 mm

Summary of Results

Clay / Silt (-75 micron) percent

Sand (-4.75+75 micron) percent

Gravel (-40 mm +4.75 micron) percent

Whether Confirms to the Prescribed limits (Yes/No)

Checked by Tested by

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)

I.S. Sieve designation

Weight of sample

retained (gm)

Percent of Wt. retained

Cummulative Percent of Wt. retained (%)

Percent of Wt. Passing

600 μ425 μ75 μ

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 ……………………….

Sieve Analysis of soil (IS: 2720 (Part 4) - 1985)

Test 2

Road / Section Details Date of Testing :

Sample No. Weight of Soil Sample taken: (gm)

Dry Sieving

40 mm25 mm20 mm10 mm4.75 mm

Wet Sieving

2.36 mm1.18 mm

Summary of Results

Clay / Silt (-75 micron) percent

Sand (-4.75+75 micron) percent

Gravel (-40 mm +4.75 micron) percent

Whether Confirms to the Prescribed limits (Yes/No)

Checked by Tested by

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)

I.S. Sieve designation

Weight of sample

retained (gm)

Percent of Wt. retained

Cummulative Percent of Wt. retained (%)

Percent of Wt. Passing

600 μ425 μ75 μ

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 ……………………….

Sieve Analysis of soil (IS: 2720 (Part 4) - 1985)

Test 3

Road / Section Details Date of Testing :

Sample No. Weight of Soil Sample taken: (gm)

Dry Sieving

40 mm25 mm20 mm10 mm4.75 mm

Wet Sieving

2.36 mm1.18 mm

Summary of Results

Clay / Silt (-75 micron) percent

Sand (-4.75+75 micron) percent

Gravel (-40 mm +4.75 micron) percent

Whether Confirms to the Prescribed limits (Yes/No)

Checked by Tested by

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)

I.S. Sieve designation

Weight of sample

retained (gm)

Percent of Wt. retained

Cummulative Percent of Wt. retained (%)

Percent of Wt. Passing

600 μ425 μ75 μ

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 ……………………….

Sieve Analysis of soil (IS: 2720 (Part 4) - 1985)

Test 4

Road / Section Details Date of Testing :

Sample No. Weight of Soil Sample taken: (gm)

Dry Sieving

40 mm25 mm20 mm10 mm4.75 mm

Wet Sieving

2.36 mm1.18 mm

Summary of Results

Clay / Silt (-75 micron) percent

Sand (-4.75+75 micron) percent

Gravel (-40 mm +4.75 micron) percent

Whether Confirms to the Prescribed limits (Yes/No)

Checked by Tested by

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)

I.S. Sieve designation

Weight of sample

retained (gm)

Percent of Wt. retained

Cummulative Percent of Wt. retained (%)

Percent of Wt. Passing

600 μ425 μ75 μ

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 ……………………….

Sieve Analysis of soil (IS: 2720 (Part 4) - 1985)

Test 5

Road / Section Details Date of Testing :

Sample No. Weight of Soil Sample taken: (gm)

Dry Sieving

40 mm25 mm20 mm10 mm4.75 mm

Wet Sieving

2.36 mm1.18 mm

Summary of Results

Clay / Silt (-75 micron) percent

Sand (-4.75+75 micron) percent

Gravel (-40 mm +4.75 micron) percent

Whether Confirms to the Prescribed limits (Yes/No)

Checked by Tested by

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)

I.S. Sieve designation

Weight of sample

retained (gm)

Percent of Wt. retained

Cummulative Percent of Wt. retained (%)

Percent of Wt. Passing

600 μ425 μ75 μ

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 ……………………….

Sieve Analysis of soil (IS: 2720 (Part 4) - 1985)

Test 6

Road / Section Details Date of Testing :

Sample No. Weight of Soil Sample taken: (gm)

Dry Sieving

40 mm25 mm20 mm10 mm4.75 mm

Wet Sieving

2.36 mm1.18 mm

Summary of Results

Clay / Silt (-75 micron) percent

Sand (-4.75+75 micron) percent

Gravel (-40 mm +4.75 micron) percent

Whether Confirms to the Prescribed limits (Yes/No)

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)

I.S. Sieve designation

Weight of sample

retained (gm)

Percent of Wt. retained

Cummulative Percent of Wt. retained (%)

Percent of Wt. Passing

600 μ425 μ75 μ

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 ……………………….

Checked by Tested by

Sieve Analysis of soil (IS: 2720 (Part 4) - 1985)

Test 7

Road / Section Details Date of Testing :

Sample No. Weight of Soil Sample taken: (gm)

Dry Sieving

40 mm25 mm20 mm10 mm4.75 mm

Wet Sieving

2.36 mm1.18 mm

Summary of Results

Clay / Silt (-75 micron) percent

Sand (-4.75+75 micron) percent

Gravel (-40 mm +4.75 micron) percent

Whether Confirms to the Prescribed limits (Yes/No)

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)

I.S. Sieve designation

Weight of sample

retained (gm)

Percent of Wt. retained

Cummulative Percent of Wt. retained (%)

Percent of Wt. Passing

600 μ425 μ75 μ

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 ……………………….

Checked by Tested by

Sieve Analysis of soil (IS: 2720 (Part 4) - 1985)

Test 8

Road / Section Details Date of Testing :

Sample No. Weight of Soil Sample taken: (gm)

Dry Sieving

40 mm25 mm20 mm10 mm4.75 mm

Wet Sieving

2.36 mm1.18 mm

Summary of Results

Clay / Silt (-75 micron) percent

Sand (-4.75+75 micron) percent

Gravel (-40 mm +4.75 micron) percent

Whether Confirms to the Prescribed limits (Yes/No)

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)

I.S. Sieve designation

Weight of sample

retained (gm)

Percent of Wt. retained

Cummulative Percent of Wt. retained (%)

Percent of Wt. Passing

600 μ425 μ75 μ

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 ……………………….

Checked by Tested by

Sieve Analysis of soil (IS: 2720 (Part 4) - 1985)

Test 9

Road / Section Details Date of Testing :

Sample No. Weight of Soil Sample taken: (gm)

Dry Sieving

40 mm25 mm20 mm10 mm4.75 mm

Wet Sieving

2.36 mm1.18 mm

Summary of Results

Clay / Silt (-75 micron) percent

Sand (-4.75+75 micron) percent

Gravel (-40 mm +4.75 micron) percent

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 ……………………….

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)

I.S. Sieve designation

Weight of sample

retained (gm)

Percent of Wt. retained

Cummulative Percent of Wt. retained (%)

Percent of Wt. Passing

600 μ425 μ75 μ

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 ……………………….

Atterberg Limit Test

Test 1

Road / Section Details Date of Testing :

Sample No. :Type of Soil:

Sample Details :

Determination of Liquide Limit (LL)1 2 3 4 5 6 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %Number of blows

Liquide Limit (LL) = __________________ per cent

Layer Value Permissible ValueLess then 70 per cent

Determination of Plastic Limit (PL)1 2 3 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %

Plastic Limit (PL) = mc1 + mc2 + mc3

= ___________ per cent 3

Plasticity Index (PI) = LL - PL = ___________ per cent

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 ……………………….

Checked by Tested by

Atterberg Limit Test

Test 2

Road / Section Details Date of Testing :

Sample No. :Type of Soil:

Sample Details :

Determination of Liquide Limit (LL)1 2 3 4 5 6 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %Number of blows

Liquide Limit (LL) = __________________ per cent

Layer Value Permissible ValueLess then 70 per cent

Determination of Plastic Limit (PL)1 2 3 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %

Plastic Limit (PL) = mc1 + mc2 + mc3

= ___________ per cent 3

Plasticity Index (PI) = LL - PL = ___________ per cent

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 ……………………….

Checked by Tested by

Atterberg Limit Test

Test 3

Road / Section Details Date of Testing :

Sample No. :Type of Soil:

Sample Details :

Determination of Liquide Limit (LL)1 2 3 4 5 6 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %Number of blows

Liquide Limit (LL) = __________________ per cent

Layer Value Permissible ValueLess then 70 per cent

Determination of Plastic Limit (PL)1 2 3 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %

Plastic Limit (PL) = mc1 + mc2 + mc3

= ___________ per cent 3

Plasticity Index (PI) = LL - PL = ___________ per cent

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 ……………………….

Checked by Tested by

Atterberg Limit Test

Test 4

Road / Section Details Date of Testing :

Sample No. :Type of Soil:

Sample Details :

Determination of Liquide Limit (LL)1 2 3 4 5 6 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %Number of blows

Liquide Limit (LL) = __________________ per cent

Layer Value Permissible ValueLess then 70 per cent

Determination of Plastic Limit (PL)1 2 3 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %

Plastic Limit (PL) = mc1 + mc2 + mc3

= ___________ per cent 3

Plasticity Index (PI) = LL - PL = ___________ per cent

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 ……………………….

Checked by Tested by

Atterberg Limit Test

Test 5

Road / Section Details Date of Testing :

Sample No. :Type of Soil:

Sample Details :

Determination of Liquide Limit (LL)1 2 3 4 5 6 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %Number of blows

Liquide Limit (LL) = __________________ per cent

Layer Value Permissible ValueLess then 70 per cent

Determination of Plastic Limit (PL)1 2 3 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %

Plastic Limit (PL) = mc1 + mc2 + mc3

= ___________ per cent 3

Plasticity Index (PI) = LL - PL = ___________ per cent

Layer Value Permissible Limit

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)

Checked by Tested by

Atterberg Limit Test

Test 6

Road / Section Details Date of Testing :

Sample No. :Type of Soil:

Sample Details :

Determination of Liquide Limit (LL)1 2 3 4 5 6 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %Number of blows

Liquide Limit (LL) = __________________ per cent

Layer Value Permissible ValueLess then 70 per cent

Determination of Plastic Limit (PL)1 2 3 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %

Plastic Limit (PL) = mc1 + mc2 + mc3

= ___________ per cent 3

Plasticity Index (PI) = LL - PL = ___________ per cent

Layer Value Permissible Limit

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)

Checked by Tested by

Atterberg Limit Test

Test 7

Road / Section Details Date of Testing :

Sample No. :Type of Soil:

Sample Details :

Determination of Liquide Limit (LL)1 2 3 4 5 6 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %Number of blows

Liquide Limit (LL) = __________________ per cent

Layer Value Permissible ValueLess then 70 per cent

Determination of Plastic Limit (PL)1 2 3 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %

Plastic Limit (PL) = mc1 + mc2 + mc3

= ___________ per cent 3

Plasticity Index (PI) = LL - PL = ___________ per cent

Layer Value Permissible Limit

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)

Layer Value Permissible Limit

Checked by Tested by

Atterberg Limit Test

Test 8

Road / Section Details Date of Testing :

Sample No. :Type of Soil:

Sample Details :

Determination of Liquide Limit (LL)1 2 3 4 5 6 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %Number of blows

Liquide Limit (LL) = __________________ per cent

Layer Value Permissible ValueLess then 70 per cent

Determination of Plastic Limit (PL)1 2 3 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %

Plastic Limit (PL) = mc1 + mc2 + mc3

= ___________ per cent 3

Plasticity Index (PI) = LL - PL = ___________ per cent

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 ……………………….

Layer Value Permissible Limit

Checked by Tested by

Atterberg Limit Test

Test 9

Road / Section Details Date of Testing :

Sample No. :Type of Soil:

Sample Details :

Determination of Liquide Limit (LL)1 2 3 4 5 6 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %Number of blows

Liquide Limit (LL) = __________________ per cent

Layer Value Permissible ValueLess then 70 per cent

Determination of Plastic Limit (PL)1 2 3 Remarks

Container Number Weight of Container + wet soilWeight of Container + dry soilLoss of MoistureWeight of ContainerWeight of dry soilMoisture Content %

Plastic Limit (PL) = mc1 + mc2 + mc3

= ___________ per cent 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 ……………………….

Plasticity Index (PI) = LL - PL = ___________ per cent

Layer Value Permissible Limit

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 ……………………….

From No. EW-3Natural Moisture Content Test of Soil

Test No. Date of Test Tested by

1 2 3 4 5 6 7 8 9 10 11

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

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 (%)

Natural Moisture Content Test of Soil

Test No. Date of Test Tested by

1 2 3 4 5 6 7 8 9 10 11

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 (%)

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

Natural Moisture Content Test of Soil

Test No. Date of Test Tested by

1 2 3 4 5 6 7 8 9 10 11

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 (%)

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

From No. EW-3Natural Moisture Content Test of Soil

Checked by

12

Natural Moisture Content Test of Soil

Checked by

12

Natural Moisture Content Test of Soil

Checked by

12

From No. EW-4DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)

Test 1

Road / Section Details Date of Testing :

Sample No. : Weight of Dry Soil :

Description of Sample

Type of Test Standard Product

Percent retained on 20mm IS sieve

Sl.

No

.

Moisture content determination

Co

nta

ine

r N

o

1

2

3

4

5

6

Layer Value Permissible Limit

Checked by Tested by

gm/cc

100100 + W

Weight of mould W1 (gm)

Volume of mould Vm (cc)

We

igh

t o

f m

ou

ld +

co

mp

act

ed

so

il (g

ms)

W

2

We

igh

t o

f w

et

soil

(gm

s) W

2 -

W3

We

t d

en

sity

(g

m/c

c)

Dry

De

nsi

ty

(Gm

/cc)

We

igh

t o

f co

nta

ine

r (g

ms)

We

igh

t o

f co

nta

ine

r +

we

t so

il (g

ms)

We

igh

t o

f co

nta

ine

r +

dry

so

il (g

ms)

We

igh

t o

f W

ate

r (W

w)

(gm

s)

We

igh

t o

f d

ry s

oil

(Ws)

(g

ms)

Mo

istu

re C

on

ten

t (%

)(W

)

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 ……………………….

Wet density of compacted soil Ym =W2 - W1

Vm

Where W2 - Weight of mould + soil (gm), W1 - Weight of Mould (gm), Vm - Volume of mould (cc)

Dry density of compacted soil Yd = x Ym

Where E = Moisture Content

DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)

Test 2

Road / Section Details Date of Testing :

Sample No. : Weight of Dry Soil :

Description of Sample

Type of Test Standard Product

Percent retained on 20mm IS sieve

Sl.

No

.

Moisture content determination

Co

nta

ine

r N

o

1

2

3

4

5

6

Layer Value Permissible Limit

Checked by Tested by

gm/cc

100100 + W

Weight of mould W1 (gm)

Volume of mould Vm (cc)

We

igh

t o

f m

ou

ld +

co

mp

act

ed

so

il (g

ms)

W2

We

igh

t o

f w

et

soil

(gm

s) W

2 -

W3

We

t d

en

sity

(g

m/c

c)

Dry

De

nsi

ty

(Gm

/cc)

We

igh

t o

f co

nta

ine

r (g

ms)

We

igh

t o

f co

nta

ine

r +

we

t so

il (g

ms)

We

igh

t o

f co

nta

ine

r +

dry

so

il (g

ms)

We

igh

t o

f W

ate

r (W

w)

(gm

s)

We

igh

t o

f d

ry

soil

(Ws)

(g

ms)

Mo

istu

re

Co

nte

nt

(%)

(W)

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 ……………………….

Wet density of compacted soil Ym =W2 - W1

Vm

Where W2 - Weight of mould + soil (gm), W1 - Weight of Mould (gm), Vm - Volume of mould (cc)

Dry density of compacted soil Yd = x Ym

Where E = Moisture Content

DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)

Test 3

Road / Section Details Date of Testing :

Sample No. : Weight of Dry Soil :

Description of Sample

Type of Test Standard Product

Percent retained on 20mm IS sieve

Sl.

No

.

Moisture content determination

Co

nta

ine

r N

o

1

2

3

4

5

6

Layer Value Permissible Limit

Checked by Tested by

gm/cc

100

Weight of mould W1 (gm)

Volume of mould Vm (cc)

We

igh

t o

f m

ou

ld +

co

mp

act

ed

so

il (g

ms)

W2

We

igh

t o

f w

et

soil

(gm

s) W

2 -

W3

We

t d

en

sity

(g

m/c

c)

Dry

De

nsi

ty

(Gm

/cc)

We

igh

t o

f co

nta

ine

r (g

ms)

We

igh

t o

f co

nta

ine

r +

we

t so

il (g

ms)

We

igh

t o

f co

nta

ine

r +

dry

so

il (g

ms)

We

igh

t o

f W

ate

r (W

w)

(gm

s)

We

igh

t o

f d

ry

soil

(Ws)

(g

ms)

Mo

istu

re

Co

nte

nt

(%)

(W)

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 ……………………….

Wet density of compacted soil Ym =W2 - W1

Vm

Where W2 - Weight of mould + soil (gm), W1 - Weight of Mould (gm), Vm - Volume of mould (cc)

Dry density of compacted soil Yd = x Ym

100 + W

Where E = Moisture Content

DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)

Test 4

Road / Section Details Date of Testing :

Sample No. : Weight of Dry Soil :

Description of Sample

Type of Test Standard Product

Percent retained on 20mm IS sieve

Sl.

No

.

Moisture content determination

Co

nta

ine

r N

o

1

2

3

4

5

6

Layer Value Permissible Limit

Checked by Tested by

gm/cc

Dry density of compacted soil Yd = x Ym

Weight of mould W1 (gm)

Volume of mould Vm (cc)

We

igh

t o

f m

ou

ld +

co

mp

act

ed

so

il (g

ms)

W2

We

igh

t o

f w

et

soil

(gm

s) W

2 -

W3

We

t d

en

sity

(g

m/c

c)

Dry

De

nsi

ty

(Gm

/cc)

We

igh

t o

f co

nta

ine

r (g

ms)

We

igh

t o

f co

nta

ine

r +

we

t so

il (g

ms)

We

igh

t o

f co

nta

ine

r +

dry

so

il (g

ms)

We

igh

t o

f W

ate

r (W

w)

(gm

s)

We

igh

t o

f d

ry

soil

(Ws)

(g

ms)

Mo

istu

re

Co

nte

nt

(%)

(W)

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 ……………………….

Wet density of compacted soil Ym =W2 - W1

Vm

100100 + W

Where E = Moisture Content

DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)

Test 5

Road / Section Details Date of Testing :

Sample No. : Weight of Dry Soil :

Description of Sample

Type of Test Standard Product

Percent retained on 20mm IS sieve

Sl.

No

.

Moisture content determination

Co

nta

ine

r N

o

1

2

3

4

5

6

Layer Value Permissible Limit

Checked by Tested by

gm/cc

Where W2 - Weight of mould + soil (gm), W1 - Weight of Mould (gm), Vm - Volume of mould (cc)

Dry density of compacted soil Yd = x Ym

Weight of mould W1 (gm)

Volume of mould Vm (cc)

We

igh

t o

f m

ou

ld +

co

mp

act

ed

so

il (g

ms)

W2

We

igh

t o

f w

et

soil

(gm

s) W

2 -

W3

We

t d

en

sity

(g

m/c

c)

Dry

De

nsi

ty

(Gm

/cc)

We

igh

t o

f co

nta

ine

r (g

ms)

We

igh

t o

f co

nta

ine

r +

we

t so

il (g

ms)

We

igh

t o

f co

nta

ine

r +

dry

so

il (g

ms)

We

igh

t o

f W

ate

r (W

w)

(gm

s)

We

igh

t o

f d

ry

soil

(Ws)

(g

ms)

Mo

istu

re

Co

nte

nt

(%)

(W)

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 ……………………….

Wet density of compacted soil Ym =W2 - W1

gm/cc

100100 + W

Where E = Moisture Content

DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)

Test 6

Road / Section Details Date of Testing :

Sample No. : Weight of Dry Soil :

Description of Sample

Type of Test Standard Product

Percent retained on 20mm IS sieve

Sl.

No

.

Moisture content determination

Co

nta

ine

r N

o

1

2

3

4

5

6

Layer Value Permissible Limit

Checked by Tested by

Wet density of compacted soil Ym =Vm

Where W2 - Weight of mould + soil (gm), W1 - Weight of Mould (gm), Vm - Volume of mould (cc)

Dry density of compacted soil Yd = x Ym

Weight of mould W1 (gm)

Volume of mould Vm (cc)

We

igh

t o

f m

ou

ld +

co

mp

act

ed

so

il (g

ms)

W2

We

igh

t o

f w

et

soil

(gm

s) W

2 -

W3

We

t d

en

sity

(g

m/c

c)

Dry

De

nsi

ty

(Gm

/cc)

We

igh

t o

f co

nta

ine

r (g

ms)

We

igh

t o

f co

nta

ine

r +

we

t so

il (g

ms)

We

igh

t o

f co

nta

ine

r +

dry

so

il (g

ms)

We

igh

t o

f W

ate

r (W

w)

(gm

s)

We

igh

t o

f d

ry

soil

(Ws)

(g

ms)

Mo

istu

re

Co

nte

nt

(%)

(W)

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 ……………………….

gm/cc

100100 + W

Where E = Moisture Content

DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)

Test 7

Road / Section Details Date of Testing :

Sample No. : Weight of Dry Soil :

Description of Sample

Type of Test Standard Product

Percent retained on 20mm IS sieve

Sl.

No

.

Moisture content determination

Co

nta

ine

r N

o

1

2

3

4

5

6

Layer Value Permissible Limit

Wet density of compacted soil Ym =W2 - W1

Vm

Where W2 - Weight of mould + soil (gm), W1 - Weight of Mould (gm), Vm - Volume of mould (cc)

Dry density of compacted soil Yd = x Ym

Weight of mould W1 (gm)

Volume of mould Vm (cc)

We

igh

t o

f m

ou

ld +

co

mp

act

ed

so

il (g

ms)

W2

We

igh

t o

f w

et

soil

(gm

s) W

2 -

W3

We

t d

en

sity

(g

m/c

c)

Dry

De

nsi

ty

(Gm

/cc)

We

igh

t o

f co

nta

ine

r (g

ms)

We

igh

t o

f co

nta

ine

r +

we

t so

il (g

ms)

We

igh

t o

f co

nta

ine

r +

dry

so

il (g

ms)

We

igh

t o

f W

ate

r (W

w)

(gm

s)

We

igh

t o

f d

ry

soil

(Ws)

(g

ms)

Mo

istu

re

Co

nte

nt

(%)

(W)

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 ……………………….

Checked by Tested by

gm/cc

100100 + W

Where E = Moisture Content

DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)

Test 8

Road / Section Details Date of Testing :

Sample No. : Weight of Dry Soil :

Description of Sample

Type of Test Standard Product

Percent retained on 20mm IS sieve

Sl.

No

.

Moisture content determination

Co

nta

ine

r N

o

1

2

3

4

5

6

Layer Value Permissible Limit

Wet density of compacted soil Ym =W2 - W1

Vm

Where W2 - Weight of mould + soil (gm), W1 - Weight of Mould (gm), Vm - Volume of mould (cc)

Dry density of compacted soil Yd = x Ym

Weight of mould W1 (gm)

Volume of mould Vm (cc)

We

igh

t o

f m

ou

ld +

co

mp

act

ed

so

il (g

ms)

W2

We

igh

t o

f w

et

soil

(gm

s) W

2 -

W3

We

t d

en

sity

(g

m/c

c)

Dry

De

nsi

ty

(Gm

/cc)

We

igh

t o

f co

nta

ine

r (g

ms)

We

igh

t o

f co

nta

ine

r +

we

t so

il (g

ms)

We

igh

t o

f co

nta

ine

r +

dry

so

il (g

ms)

We

igh

t o

f W

ate

r (W

w)

(gm

s)

We

igh

t o

f d

ry

soil

(Ws)

(g

ms)

Mo

istu

re

Co

nte

nt

(%)

(W)

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 ……………………….

Checked by Tested by

gm/cc

100100 + W

Where E = Moisture Content

DataSheet for Compaction Test of Soil (IS:2720 (Part 7) - 1983)

Test 9

Road / Section Details Date of Testing :

Sample No. : Weight of Dry Soil :

Description of Sample

Type of Test Standard Product

Percent retained on 20mm IS sieve

Sl.

No

.

Moisture content determination

Co

nta

ine

r N

o

1

2

3

4

5

6

Layer Value Permissible Limit

Wet density of compacted soil Ym =W2 - W1

Vm

Where W2 - Weight of mould + soil (gm), W1 - Weight of Mould (gm), Vm - Volume of mould (cc)

Dry density of compacted soil Yd = x Ym

Weight of mould W1 (gm)

Volume of mould Vm (cc)

We

igh

t o

f m

ou

ld +

co

mp

act

ed

so

il (g

ms)

W2

We

igh

t o

f w

et

soil

(gm

s) W

2 -

W3

We

t d

en

sity

(g

m/c

c)

Dry

De

nsi

ty

(Gm

/cc)

We

igh

t o

f co

nta

ine

r (g

ms)

We

igh

t o

f co

nta

ine

r +

we

t so

il (g

ms)

We

igh

t o

f co

nta

ine

r +

dry

so

il (g

ms)

We

igh

t o

f W

ate

r (W

w)

(gm

s)

We

igh

t o

f d

ry

soil

(Ws)

(g

ms)

Mo

istu

re

Co

nte

nt

(%)

(W)

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 ……………………….

Checked by Tested by

gm/cc

100100 + W

Where E = Moisture Content

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 ……………………….

Wet density of compacted soil Ym =W2 - W1

Vm

Where W2 - Weight of mould + soil (gm), W1 - Weight of Mould (gm), Vm - Volume of mould (cc)

Dry density of compacted soil Yd = x Ym

From No. EW-5C.B.R Test of Soil (For Sub Grade Soil Only) [IS: 2720(Part-16)]

Test 1

Sample No. : Date of Testing :

Sample Details : Capasity of Providing Ring :

Date of Casting of Mould : Value of one divn. In. Kg

(A) (B) (C) (D) (E)

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 10.0 162

10 - 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 :

Layer Value Permissible Limit

Checked by Tested by

Time of penetration

@ 1.25 mm/Min.

Pene - tration

Proving Ring Rating

Load intensity (kg/cm2) (A) x One divn. Value area of

Plunger

Corrected Load Intensity (Kg/cm2)

Standard Load

Intensity(Kg/cm2)

Unlocked/ Soaked C.B.R.

(%) C x100

D

Average C.B.R.

%

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 ……………………….

Swelling Test of Soil

Test 1

Sample No. : Date of casting specimen :

Sample Details : Date of Testing

Mould No. Dial Gauge Reading

(mm) Initial Final (mm) (mm) (Percent)

(A) (B) (C) (D) (E)

i.

ii.

iii.

Layer Value Permissible Limit

Checked by Tested by

Hight of Specimen

L.C. of dial gauge

Total Swelling (C-B) x D

Swelling IndexBx100

A

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 ……………………….

From No. EW-6Moisture Content Test of Soil at the Time of Compaction

Test No. Date of Test

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

17

18

19

20

21

22

23

24

25

26

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 to limits

Prescribed (Yes/No)

If No. Date of NCR/

Page no. of O/C

Tested by

Checked by

Test No. Date of Test

1 2 3 4 5 6 7 8 9 10 11 12 13 14

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 to limits

Prescribed (Yes/No)

If No. Date of NCR/

Page no. of O/C

Tested by

Checked by

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

Test No. Date of Test

1 2 3 4 5 6 7 8 9 10 11 12 13 14

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 to limits

Prescribed (Yes/No)

If No. Date of NCR/

Page no. of O/C

Tested by

Checked by

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

Test No. Date of Test

1 2 3 4 5 6 7 8 9 10 11 12 13 14

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 to limits

Prescribed (Yes/No)

If No. Date of NCR/

Page no. of O/C

Tested by

Checked by

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

Test No. Date of Test

1 2 3 4 5 6 7 8 9 10 11 12 13 14

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 to limits

Prescribed (Yes/No)

If No. Date of NCR/

Page no. of O/C

Tested by

Checked by

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

From No. EW-7Thickness of Layer Test

Test No. Tested by Checked by

1 2 3 4 5 6 7 8 9 10

1

Average Depth (cm.)

2

Average Depth (cm.)

3

Average Depth (cm.)

4

Average Depth (cm.)

5

Average Depth (cm.)

6

Date of Testing Location

ReferenceMesurement 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

Thickness of Layer Test

Test No. Tested by Checked by

1 2 3 4 5 6 7 8 9 10

Date of Testing Location

ReferenceMesurement 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

6

Average Depth (cm.)

7

Average Depth (cm.)

8

Average Depth (cm.)

9

Average Depth (cm.)

10

Average Depth (cm.)

11

Average Depth (cm.)

12

Thickness of Layer Test

Test No. Tested by Checked by

1 2 3 4 5 6 7 8 9 10

Date of Testing Location

ReferenceMesurement 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

12

Average Depth (cm.)

13

Average Depth (cm.)

14

Average Depth (cm.)

15

Average Depth (cm.)

16

Average Depth (cm.)

17

Average Depth (cm.)

Thickness of Layer Test

Test No. Tested by Checked by

1 2 3 4 5 6 7 8 9 10

Date of Testing Location

ReferenceMesurement 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

18

Average Depth (cm.)

19

Average Depth (cm.)

20

Average Depth (cm.)

21

Average Depth (cm.)

22

Average Depth (cm.)

23

Thickness of Layer Test

Test No. Tested by Checked by

1 2 3 4 5 6 7 8 9 10

Date of Testing Location

ReferenceMesurement 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

Average Depth (cm.)

24

Average Depth (cm.)

25

Average Depth (cm.)

26

Average Depth (cm.)

27

Average Depth (cm.)

28

Average Depth (cm.)

29

Thickness of Layer Test

Test No. Tested by Checked by

1 2 3 4 5 6 7 8 9 10

Date of Testing Location

ReferenceMesurement 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

29

Average Depth (cm.)

30

Average Depth (cm.)

31

Average Depth (cm.)

32

Average Depth (cm.)

33

Average Depth (cm.)

34

Average Depth (cm.)

35

Thickness of Layer Test

Test No. Tested by Checked by

1 2 3 4 5 6 7 8 9 10

Date of Testing Location

ReferenceMesurement 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

35

Average Depth (cm.)

36

Average Depth (cm.)

37

Average Depth (cm.)

38

Average Depth (cm.)

39

Average Depth (cm.)

40

Average Depth (cm.)

41

Thickness of Layer Test

Test No. Tested by Checked by

1 2 3 4 5 6 7 8 9 10

Date of Testing Location

ReferenceMesurement 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

41

Average Depth (cm.)

42

Average Depth (cm.)

43

Average Depth (cm.)

44

Average Depth (cm.)

45

Average Depth (cm.)

46

Average Depth (cm.)

Thickness of Layer Test

Test No. Tested by Checked by

1 2 3 4 5 6 7 8 9 10

Date of Testing Location

ReferenceMesurement 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

47

Average Depth (cm.)

48

Average Depth (cm.)

49

Average Depth (cm.)

50

Average Depth (cm.)

51

Average Depth (cm.)

52

Thickness of Layer Test

Test No. Tested by Checked by

1 2 3 4 5 6 7 8 9 10

Date of Testing Location

ReferenceMesurement 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

Average Depth (cm.)

53

Average Depth (cm.)

54

Average Depth (cm.)

55

Average Depth (cm.)

56

Average Depth (cm.)

Field Density by Sand Replacement method

Job No:037-AS-2009-10-079

Location : Date of Testing :

Source : Tested by :

Material :

Layer No : : OMC (%) :

Layer Thick. (mm) : :

Observation and calculationsDetermination No.

1 2 3 Mean

a) Calibration test:

1

2 Volume of calibrating cylinder (V) in cc.

3

4

5

6

b) Determination of Material's Density:

7

8

9

10

11

12 Moisture content (w) percent.

13

14

15

Remark:

APWD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE

MDD Yd,max (gm/cc)

Sl.No.

Weight of sand in cone (of pouring cylinder) (W2) in gm

Weight of sand + cylinder before pouring (W1) in gm

Weight of sand + cylinder after pouring (W3) in gm

Weight of sand to fill calibrating cylinder (Wa = W1 - W2 - W3) in gm

Bulk Density of sand Ys = (Wa / V) gm/cc

Weight of wet material from hole (WW) in gm.

Weight of sand + cylinder before pouring (W1) in gm

Weight of sand + cylinder after pouring (W4) in gm

Weight of sand in hole, in gm. Wb = (W1 - W4 - W2)

Bulk Density Yb = (WW / Wb) x Ys gm/cc

Weight of dry material from the hole in gm. Wd

Dry Density Yd = (Wd / Ww) x Yb gm/cc. or =100Yb /(100+w)

Degree of Compaction = (Yd/Yd,max) x 100 (percent)