228748706-1-Wmm-Mix-Design

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:-

Package :- PJ-02 (Km.146.000 to 212.161)

Name of the Client :- NHAI.

Concessionaire :- Soma - Isolux NH ONE Toll Way Private Limited

Name of the Consultant :- Louis Berger Group

Name of the Contractor :- Isolux Corsan India & SOMA JV.

Date :- 24.07.09

1

2 40mm Agg 20mm Agg 10mm Agg Stone Dust

3 43% 8% 21% 28% -

4 2.620 2.619 2.618 2.608 -

5 1.11 1.20 1.35 1.63

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:-

Package :- PJ-02 (Km.146.000 to 212.161)


Concessionaire :- Soma - Isolux NH ONE Toll Way Private Limite



(IS 2386 - PART III )

:- 24.07.09 Date of Testing :- 26.07.09

:- 1 Source of Material :- Handesher

:- 40 mm Aggregate Sample at :- Saini Crusher

Sl No. Trial - 1 Trial - 2

1 W1 ( gms ) 2025 2014

2 W2 ( gms ) 3250 3240

3 W3 ( gms ) 3214 3204.5

4 = W3/[ (W2-W1) 2.624 2.614

5 = W3/(W3-W1) 2.703 2.692

6 = 100 x (W2-W3)/W3 1.12 1.11

7

8

9 %

Remarks:-

Tested by

SOMA Representative SPV Representative IC Repr

Water Absorption ( % )

Average Bulk Specific Gravity 2.620

Average Apparent Specific Gravity, 2.698

Average Water Absorption 1.11

Checked by

Description

Weight of Sample in Water

Weight of SSD Sample

Wt. of Oven dry sample,

Bulk Specific Gravity,

Apparent Specific Gravity,

NATIONAL HIGHWAY AUTHORITY OF INDIA

SPECIFIC GRAVITY AND WATER ABSORPTION TEST

Date of Sampling

Sample No.

Type of Material

Six laning of Panipat to Jalandhar Section of NH-1 f

000 To 387 +100 in the State of Haryana & PunjabName of the Work

8/18/2019 228748706-1-Wmm-Mix-Design

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d

Trial - 3

2030

3260

3224

2.621

2.700

1.12

sentative

om Km. 096 +

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:-

Package :- PJ-02 (Km.146.000 to 212.161)





:- 24.07.09 Date of Testing :- 26.07.09

:- 1 Source of Material :- Handesher

:- 20 mm Aggregate Sample at :- Saini Crusher

Sl No. Trial - 1 Trial - 2 Trial - 3

1 W1 ( gms ) 2013 2045 2032

2 W2 ( gms ) 3232 3287.5 3260

3 W3 ( gms ) 3194 3248 3222

4 = W3/[ (W2-W1) 2.620 2.614 2.624

5 = W3/(W3-W1) 2.704 2.700 2.708

6 = 100 x (W2-W3)/W3 1.19 1.22 1.18

7

8

9 %

Remarks:-

Tested by

SOMA Representative SPV Representative IC Representative


Checked by




Average Apparent Specific Gravity, 2.704

Type of Material

Description

Weight of Sample in Water

Weight of SSD Sample

Wt. of Oven dry sample,





Date of Sampling

Sample No.

Name of the WorkSix laning of Panipat to Jalandhar Section of NH-1 from Km. 096 +

000 To 387 +100 in the State of Haryana & Punjab

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:-

Package :- PJ-02 (Km.146.000 to 212.161)






Date of Testing :-

Source of Material :-

Sample at :-

Sl. No. Trial - 1 Trial - 2 Trial - 3

1 ( gms ) 491 491 491

2 W1 ( gms ) 631.5 692.5 662

3 W2 ( gms ) 1878.5 1916.5 1897.5

4 W3 ( gms 1485 1485 1485

5 W4 ( gms ) 623 683.5 653

6 = W4/[W1-(W2-W3)] 2.618 2.619 2.617

7 = W4/[W4-(W2-W3)] 2.715 2.712 2.715

8 =100 x (W1-W4)/W4 1.36 1.32 1.38

9

10

11 %

Remarks :-

Tested by

SPV Representative IC RepresentativeSOMA Representative

Average Apparent Specific Gravity 2.714


Checked by

Wt of Oven dry sample,





Description

Weight Of Pycnometer

Wt. of SSD sample,

Wt of Pycnometer + Water + Sample,

Wt of Pycnometer + Water,

Sample No. :- 1 Handesher

Type of Material :- 10 mm Aggregate Saini Crusher



Date of Sampling :- 18.09.08 20.09.08

Name of the WorkSix laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000

To 387 +100 in the State of Haryana & Punjab

8/18/2019 228748706-1-Wmm-Mix-Design

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:-

Package :- PJ-02 (Km.146.000 to 212.161)






Date of Testing :-

Source of Material :-

Sample at :-

Sl. No. Trial - 1 Trial - 2

1 ( gms ) 491 491

2 W1 ( gms ) 824 833.5

3 W2 ( gms ) 1998.5 2004

4 W3 ( gms 1485 1485

5 W4 ( gms ) 811 820

6 = W4/[W1-(W2-W3)] 2.612 2.607

7 = W4/[W4-(W2-W3)] 2.726 2.724

8 =100 x (W1-W4)/W4 1.60 1.65

9

10

11 %

Remarks :-

Tested by

SPV Representative IC Repr SOMA Representative

Average Apparent Specific Gravity 2.724


Checked by

Wt of Oven dry sample,





Description

Weight Of Pycnometer

Wt. of SSD sample,

Wt of Pycnometer + Water + Sample,

Wt of Pycnometer + Water,

Sample No. :- 1 Handeshar.

Type of Material :- Stone dust Saini Crusher.



Date of Sampling :- 24.07.09 26.07.09

Name of the WorkSix laning of Panipat to Jalandhar Section of NH-1 from K

To 387 +100 in the State of Haryana & Punjab

8/18/2019 228748706-1-Wmm-Mix-Design

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Trial - 3

491

829

2001

1485

815.5

2.605

2.723

1.66

sentative

. 096 + 000

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:-

Package :- PJ-02 (Km.146.000 to 212.161)


Concessionaire :- Soma - Isolux NH ONE Toll Way Private LimitedName of the Consultant :- Louis Berger Group


FLAKINESS AND ELONGATION INDICES (IS 2386, PART 1)

:- 24.07.09

Sample No. :- 1 Source of materi :- Handeshar

Weight of Sample :- 6060 gms Type of Material :-

Flakiness Index = (C/A) x 100 = %

Elongation Index = (D/B) x 100 = %

Combined FI & EI Indexes (C/A) x 100 + (D/B) x 100 = %

Tested by

0 0 0

Name of the WorkSix laning of Panipat to Jalandhar Section of NH-1 from Km. 0


Weight of

Aggregate

Retained on

Thickness

Gauge

(gm)

Date of sampling Date of testing :

88

153 105


28.08

63

40,20 &10

Combined

26.07.09

50 0

12.73

5130 930 653

15.35

234 165935

156

10 6.3

Total Weight(gms) 6060

1169

12.5 10 618

974 818

500

16 12.5 851 698

25 20

31.5 25

111

80

128

118

20 16 753 625

44

81 60

C D

0 0722 722

B

60

40 31.5 573 492

400 340

Remarks:-

Weight of Agg.

Passing

Thickness Guage

(gm)

Weight of Agg. Retai

on Length Gauge a

retaining on Thickm

Gauge

(gm)Passing Retained

A

Seive size in (mm)Weight

Retained

(gm)

50 40

Checked by


8/18/2019 228748706-1-Wmm-Mix-Design

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6 +

mm

gg.

ned

ter

ess

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:-

Package :- PJ-02 (Km.146.000 to 212.161)Name of the Client :- NHAI.Concessionaire :- Soma - Isolux NH ONE Toll Wa Private LimitedName of the Consultant :- Louis Ber er GrouName of the Contractor :- Isolux Corsan India & SOMA JV.

Date of sampling :- 24.07.09 :- 26.07.09

:- :- 20 mm Aggregate

Source of Material :- Handesher :- Saini Crusher

I II III

1 Wt. Of Cylindrical measure (W1 ) (gms) 856.5 856.5 856.5

2 Wt. Of Cylindrical measure+ Sample (W2 ) (gms) 1197 1200 1198

3 Wt. Of sample placed in cylindrical measure ( W2-W1 ) (gms) 340.5 343.5 341.5

4 Wt. Of Crushed materiald passing IS sieve 2.36 mm (W3) (gms) 68 70.0 66

5 Aggregate impact value = 100*W3/(W2 - W1) ( % ) 19.97 20.38 19.33

6 Aggregate impact value (%)

Remarks:

Tested by

( AS PER IS 2386 Part IV )

Test No.


Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387

+100 in the State of Haryana & Punjab

AGGREGATE IMPACT VALUE TEST

Name of the Work

Date of testing

S.No

.DESCRIPTION

19.89

Type of Material & Layer

Sampled at

SOMA Representative

Checked by

SPV Representative

1Sample No.

SPV Representative

8/18/2019 228748706-1-Wmm-Mix-Design

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:-

ac age :- - m. . to .Name of the Client :- NHAI.Concessionaire :- Soma - Isolux NH ONE Toll Way Private Limited

:- Louis Ber er GrouName of the Contractor :- Isolux Corsan India & SOMA JV.

Date of sampling :- 24.07.09 :-

:- :-

Source of Material :- Handesher :-

I II

1 Wt. Of Cylindrical measure(W1 ) (gms) 856.5 856.5

2 Wt. Of Cylindrical measure+ Sample (W2 ) (gms) 1202 1205

3 Wt. Of sample placed in cylindrical measure ( W2-W1 ) (gms) 345.5 348.5

4 Wt. Of Crushed materiald passing IS sieve 2.36 mm (W3) (gms) 71 72

5 Aggregate impact value = 100*W3/(W2 - W1) ( % ) 20.55 20.66

6 Aggregate impact value (%)

Remarks:

Tested by

SOMA Representative SPV Representative

1

20.53

Sample No.

Sampled at

IC Representati

Name of the Work

Checked by

AGGREGATE IMPACT VALUE TEST

S.No

.

Type of Material & Layer


Six laning of Panipat to Jalandhar Section of NH-1 from Km. 09

387 +100 in the State of Haryana & Punjab

ame of the Consultant

Test No.

( AS PER IS 2386 Part IV )

DESCRIPTION

Date of testing

8/18/2019 228748706-1-Wmm-Mix-Design

12/24

26.07.09

10 mm Aggregate

Saini Crusher

III

856.5

1200

343.5

70

20.38

ve

6 + 000 To

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Name of the Work:-

Package :- PJ-02 (Km.146.000 to 212.161)





Total weight (gms)= 27872

53.00 0 0.00 100

45.00 276 0.99 99.01

22.40 15068 54.06 45.94

11.20 27872 100.00 0.00

4.75 0 100 0.00

2.36 0 100 0.00

0.600 0 100 0.00

0.075 0 100 0.00


53.00 0 0.00 100

45.00 372 1.44 98.56

22.40 17754 68.74 31.26

11.20 25828 100 0.00

4.75 0 100 0.00

2.36 0 100 0.00

0.600 0 100 0.00

0.075 0 100 0.00


53.00 0 0.00 100

45.00 366 1.21 98.79

22.40 18567 61.40 38.60

11.20 30240 100 0.00

4.75 0 100 0.00

2.36 0 100 0.00

0.600 0 100 0.00

0.075 0 100 0.00

Remarks:-

Tested by

SPV Representative

0

0

0

0

366

18201

11673

0

0

N TION L HIGHW Y UTHORITY OF INDI

Cumulative % Retained Cumulative % Passing

Sample No-1

Wt. Of

Retained (gms)IS SIEVE

Date of Sampling : 24.07.09 Date of Testing : 24.07.09

Individual Gradation of 40mm Aggregate for WMM

Type Of Material :40mm

0

0

276

Sample No-2

IS SIEVEWt. Of

Retained (gms)Cumulative Weight Retained

14792

8074

Sample at :Saini Crusher

372

12804

0

0

0

0

Source of Material : Handeshra

Cumulative Weight Retained

Cumulative % Retained

IS SIEVEWt. Of

Retained (gms)Cumulative Weight Retained Cumulative % Retained Cumulative % Passing

0

Sample No-3

Cumulative % Passing

Checked by

SOMA Representative

Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in

the State of Haryana & Punjab

IC Representative

0

17382

0

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Name of the Work :-

Package :- PJ-02 (Km.146.000 to 212.161)






53.00 0 0.00 100

45.00 0 0.00 100.00

22.40 0 0.00 100.00

11.20 10552 91.68 8.32

4.75 11362 98.71 1.29

2.36 11510 100 0.00

0.600 100 0.00

0.075 100 0.00


53.00 0 0.00 100

45.00 0 0.00 100

22.40 0 0.00 100.00

11.20 11412 91.57 8.43

4.75 12306 98.75 1.25

2.36 12462 100 0.00

0.600 0 100 0.00

0.075 0 100 0.00


53.00 0 0.00 100

45.00 0 0.00 100.00

22.40 0 0.00 100.00

11.20 10911 91.50 8.50

4.75 11770 99 0.00

2.36 0 100 0.00

0.600 0 100 0.00

0.075 0 100 0.00

Remarks:-

Tested by

SPV Representative




Type Of Material :20mm Sample at :Saini Crusher

Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State

of Haryana & Punjab


Sample No-1

IS SIEVE Wt. Of R etained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing

0

0

0

10552

810

148

0

0

Sample No-2


0

0

0

11412

894

156

0

0

Sample No-3


0

0

0

10911

IC RepresentativeSOMA Representative

859

155

0

0

Checked by

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Name of the Work:-

Package :- :- PJ-02 (Km.146.000 to 212.161)


Concessionaire :- :- Soma - Isolux NH ONE Toll Way Private Limited




53.00 0 0.00 100

45.00 0 0.00 100

22.40 0 0.00 100

11.20 2216 13.50 86.50

4.75 14585 88.84 11.16

2.36 16041 97.71 2.29

0.600 16317 99.39 0.61

0.075 16417 100 0.00


53.00 0 0.00 100

45.00 0 0.00 100

22.40 0 0.00 100

11.20 1472 10.56 89.44

4.75 11598 83.17 16.83

2.36 13204 94.69 5.31

0.600 13745 98.57 1.43

0.075 13945 100 0.00


53.00 0 0.00 100

45.00 0 0.00 100

22.40 0 0.00 100

11.20 2152 14.50 85.50

4.75 12758 85.97 14.03

2.36 14272 96.17 3.83

0.600 14684 98.95 1.05

0.075 14836 100 0.03

Remarks:-

Tested by

SPV Representative



Date of Sampling :24.07.09 Date of Testing : 24.07.09


Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of

Haryana & Punjab


Sample No-1


0

0

0

2216

12369

1456

276

100

Sample No-2


0

0

0

1472

10126

1606

541

200

Sample No-3


0

0

0

2152


10606

1514

412

152

Checked by

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Name of the Work:-

Package :- :- PJ-02 (Km.146.000 to 212.161)






53.00 0 0.00 100.00

45.00 0 0.00 100.00

22.40 0 0.00 100.00

11.20 0 0.00 100.00

4.75 35 3.50 96.50

2.36 56 5.60 94.40

0.600 325 32.50 67.50

0.075 832 83.20 16.80


53.00 0 0.00 100

45.00 0 0.00 100

22.40 0 0.00 100

11.20 0 0.00 100.00

4.75 45 4.50 95.50

2.36 70 7.00 93.00

0.600 365 36.50 63.50

0.075 846 84.60 15.40


53.00 0 0.00 100

45.00 0 0.00 100

22.40 0 0.00 100

11.20 0 0.00 100.00

4.75 40 4.00 96.00

2.36 63 6.30 93.70

0.600 345 34.50 65.50

0.075 839 83.90 16.10

Remarks:-

Tested by

SPV Representative


Individual Gradation of Dust for WMM




Haryana & Punjab


Sample No-1

IS SIEVE Wt. Of Retained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing

0

0

0

0

35

21

269

507

Sample No-2


0

0

0

0

45

25

295

481

Sample No-3


0

0

0

0


40

23

282

494

Checked by

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Name of the Work:-

Package :- :- PJ-02 (Km.146.000 to 212.161)





53.00 100.00 100.00 100.00

45.00 98.56 98.79 98.79

22.40 31.26 38.60 38.60

11.20 0.00 0.00 0.00

4.75 0.00 0.00 0.00

2.36 0.00 0.00 0.00

0.600 0.00 0.00 0.00

0.075 0.00 0.00 0.00

53.00 100.00 100.00 100.00

45.00 100.00 100.00 100.00

22.40 100.00 100.00 100.00

11.20 8.43 8.50 8.42

4.75 1.25 0.00 0.85

2.36 0.00 0.00 0.00

0.600 0.00 0.00 0.00

0.075 0.00 0.00 0.00

53.00 100.00 100.00 100.00

45.00 100.00 100.00 100.00

22.40 100.00 100.00 100.00

11.20 89.44 85.50 87.15

4.75 16.83 14.03 14.01

2.36 5.31 3.83 3.81

0.600 1.43 1.05 1.03

0.075 0.00 0.03 0.01

53.00 100.00 100.00 100.00

45.00 100.00 100.00 100.00

22.40 100.00 100.00 100.00

11.20 100.00 100.00 100.00

4.75 95.50 96.00 96.002.36 93.00 93.70 93.70

0.600 63.50 65.50 65.50

0.075 15.40 16.10 16.10

Remarks:-

Tested by

SPV Representative



Haryana & Punjab

94.40

67.50

IS SIEVE Sample no- 1 Sample no- 2 Sample no- 3 Average Passing of %

96.50

100.00

99.01

45.94

0.00

0.00

0.00

0.00

0.00

100.00

100.00

100.00

100.00

0.61

0.00

PASSING OF % STONE DUST


100.00

100.00

100.00

86.50

11.16

2.29

0.00

PASSING OF % 10 MM AGG.


Sample no- 3

Checked by

Average Passing of %

100.00

100.00

100.00

8.32

1.29

0.00

0.00

16.80

SOMA Representative IC Representative



IS SIEVE Sample no- 1 Sample no- 2

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:-

Package :- :- PJ-02 (Km.146.000 to 212.161)





Date: - 24.07.09

40 MM 20 MM 10 MM DUST

43 8 21 28 Lower Upper

53.00 100.00 100 100 100 43.00 8.00 21.00 28.00 100.00 100.00 100 100

45.00 0.00 100 100 100 0.00 8.00 21.00 28.00 57.00 97.50 95 100

22.40 12.88 100.00 100 96.25 0.00 8.00 21.00 26.95 55.95 70.00 60 80

11.20 0.28 3.89 87.47 85.65 0.00 0.31 18.37 23.08 41.76 50.00 40 60

4.75 0.00 1.09 17.01 79.45 0.00 0.00 3.12 18.34 21.47 32.50 25 40

2.36 0.00 0.00 4.68 76.40 0.00 0.00 0.15 14.01 14.16 22.50 15 30

0.600 0.00 0.00 0.00 72.05 0.00 0.00 0.00 10.10 10.10 15.00 8 22

0.075 0.00 0.00 0.00 50.09 0.00 0.00 0.00 5.06 5.06 4.00 0 8

72.05

NATIONAL HIGHWAY AUTHORITY OF INDIASix laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To


Remarks:-

10 MM

Combine

d

%

Passing

MID

LIMIT

SPECIFICATION

LIMIT AS PER

MORTH

IC RepresentativeSPV Representative

Checked byTested by

SOMA Representative

Average of Individual % Passing

IS SIEVE

% Taken for design

Name of the Work

20 MM Dust

WMM BLENDING

40 MM

0.00

20.00

40.00

60.00

80.00

100.00

120.00

0.01 0.10 1.00 10.00 100.00

P A S S I

N G

%

IS SIEVE SIZE

WMM BLENDING CURVE CHART

PASSING % LOWER LIMIT UPPER LIMIT

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:-

Package :- :- PJ-02 (Km.146.000 to 212.161)





Date: - 24.07.09

40 MM 20 MM 10 MM DUST

45 10 25 20 Lower Upper

53.00 100.00 100 100 100 45.00 10.00 25.00 20.00 100.00 100.00 100 100

45.00 98.79 100 100 100 44.45 10.00 25.00 20.00 99.45 97.50 95 100

22.40 38.60 100.00 100 100 17.37 10.00 25.00 20.00 72.37 70.00 60 80

11.20 0.00 8.42 87.15 100 0.00 0.84 21.79 20.00 42.63 50.00 40 60

4.75 0.00 0.85 14.01 96.00 0.00 0.08 3.50 19.20 22.79 32.50 25 40

2.36 0.00 0.00 3.81 93.70 0.00 0.00 0.95 18.74 19.69 22.50 15 30

0.600 0.00 0.00 1.03 65.50 0.00 0.00 0.26 13.10 13.36 15.00 8 22

0.075 0.00 0.00 0.01 16.10 0.00 0.00 0.00 3.22 3.22 4.00 0 8


40 MM 20 MM 10 MM Dust

Remarks:-

Tested by Checked by


Name of the Work Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To


WMM BLENDING

IS SIEVE

Average of Individual % Passing % Taken for designCombine

d

%

Passing

MID

LIMIT

SPECIFICATION

LIMIT AS PER

MORTH

0.00

20.00

40.00

60.00

80.00

100.00

120.00

0.01 0.10 1.00 10.00 100.00

P A S S I

N G

%

IS SIEVE SIZE

WMM BLENDING CURVE CHART

Series1 Series2 Series3

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:-

Package :- :- PJ-02 (Km.146.000 to 212.161)




Name of the Contractor :- Isolux Corsan India & SOMA JV.Date: - 26.07.09

40 mm agg.-43%, 20 mm agg. - 8% , 10 mm agg. -21% , Stone dust - 28 % Total wt. 20000 gm

Lower Upper

53.00 100.00 100 100

45.00 97.50 95 100

22.40 70.00 60 80

11.20 50.00 40 60

4.75 32.50 25 40

2.36 22.50 15 30

0.600 15.00 8 22

0.075 4.00 0 8


Name of the Work Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 +


WMM COMBIEND GRADATION

IS SIEVEMID

LIMIT

SPECIFICATION

LIMIT AS PER

MORTH

Cumulative

Weight

Retained

Cumulative %

Retained

Cumulative %

Passing


Remarks:-

Tested by Checked by

Wt. Of

Retained (gms)

0

200

5600

4560

3540

1210

1686

2600

0

200

5800

10360

13900

15110

16796

19396

0.00

1.00

29.00

51.80

69.50

75.55

83.98

96.98

100.00

99.00

71.00

48.20

30.50

24.45

16.02

3.02

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

110.00

0.01 0.10 1.00 10.00 100.00

Passing of % Mid Limit Lower Limit Upper Limit

IS SIEVE SIZE IN MM

COMBIEND GRADATION CURVE CHART

P A S S I N G

O F

%

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:-

Package :- PJ-02 (Km.146.000 to 212.161)





MODIFIED PROCTOR TEST

(As per IS 2720 PART - VIII)

Date of Sampling :- 24.07.09 Date of Testing :- 25.07.09

Sample No. :- 1 Frequency Test :-

Type of Material & Layer :- Source Approval :-

Source of Material :- Handeshar Sample at :- Saini Crusher

Mould No. 2 6066 Volume of mould (V)= 2256

Test No. 1 2 3 4 5 6

Wt. Of wet sample +mould (W2) gms 11270 11448 11510 11495 11410

Wt. Of wet sample (W3)=W2-W1 gms 5204 5382 5444 5429 5344

Wet density of sample, Yw=W3/V gms/cc 2.307 2.386 2.413 2.406 2.369

Tray no gms 14 3 13 10 16Weight of Tray W5 gms 596 378 574 562 562

Wt. Of wet sample+Tray. W6 gms 7058 5666 3720 4920 4920

Wt. Of dry sample+Tray.W7 gms 6795 5412 3556 4671 4635

Wt. Of water, W8=W6-W7 gms 263 254 164 249 285

Wt. Of dry sample,W9=W7-W5 gms 6199 5034 2982 4109 4073

Water Content w=100*W8/W9 % 4.24 5.05 5.50 6.06 7.00

Dry density Yd=Yw/1+(W/100) gms/cc 2.213 2.271 2.287 2.269 2.214

Method used:- Modified

Rammer Wt.:- 4.9kg

No.of blows/layer:- 55

No. of layer:- 5

MDD= 2.287 gm/cc

OMC= 5.50 %

Tested by


RESULTS

Checked by


Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387

+100 in the State of Haryana & Punjab

WMM

Wt. Of mould( W1)

Name of the Work

2.200

2.220

2.240

2.260

2.280

2.300

4 5 6 7

D r y D e n s i t y g m / c c

Moisture Content %

MDD

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:-

Package :- PJ-02 (Km.146.000 to 212.161)




Name of the Contractor :- Isolux Corsan India & SOMA JV.LIQUID & PLASTIC LIMITS

( As per IS 2720 part - V )

Date of sampling :- Date of testing

Sample No. :- 1 Frequency Test

Type of material & Layer :- WMM. Source approval

Source of Material :- Sample at:-

I II III IV i

No. of Blows / Penetration - mm 15 18 22 27

Container No. 5 23 41 59

Wt. Of Container + Wet sample gms. 64.65 69.85 92.22 86.12

Wt of Container + Dry sample gms. 59.79 64.03 82.33 77.00

Wt. Of Container gms. 34.73 36.75 38.82 40.1

Wt. Of Water ( C-D ) gms. 4.86 5.82 9.89 9.12

Wt. Of oven Dry Sample ( D-E ) gms. 25.06 27.28 43.51 36.9

Water Content % ( FX100/G) gms. 19.39 21.33 22.73 24.72

Calculation for PI shall made as follows :-

1. The plastic index is calculated as the difference between its Liquid limit & Plastic Limit

2. In case of sandy soil PL should be determined first. When PL can not be determined.The PI should be reported as Non - Plastic (NP)

3. When the plastic limit is equal to or greater than thr liquid limit. The PI shall be reporte as zero

Result summary:

Liquid Limit - % Plasticty Index -

Tested by

22.00 N.P N.A

Handeshra

E

Plastic

26.0724.07.09

H

G

PARTICULARSLiquid limit

Saini C

Name of the WorkSix laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To

in the State of Haryana & Punjab

Plastic Limit - %


N .

B

A

D

C

F

IC RepresentativSPV RepresentativeSOMA Representative

Checked by

18

20

22

24

26

M o i s t u r e c o n t e n t %

Panetration (mm)

Flow curve

1020 40 50 60 70 930 80

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SOURCE :- HANDESHARA

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228748706-1-Wmm-Mix-Design