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Lab MDD=2.03 OMC=10.2% PKG10

Determination No 1 2 3 4 5

Wt of Mould + Compacted soil (gms) 7659 7798 7986 7785 7725

Wt of Empty Mould (gms) 2890 2890 2890 2890 2890Wt of Compacted soil (gms) 4745 4861 5033 4995 4945

Volum of mould (c.c) 2250 2250 2250 2250 2250

Wet Density (gm / cc) 2.109 2.160 2.237 2.220 2.198

Dry Density (gm / cc) 1.990 2.010 2.030 2.000 1.980

Container No 34 68 36 1 3

Weight of Container (gms) 36.30 37.04 39.73 36.78 39.81

Weight of Container + wet soil (gms) 95.72 100.01 108.46 112.89 119.88

Weight of Container + dry soil (gms) 92.36 95.62 102.84 105.91 111.95

Weight of Moisture (gms) 3.64 4.69 6.44 8.16 9.56

Wet of dry soil (gms) 56.06 58.58 63.11 69.13 72.14

Moisture Content (%) 6.50 8.00 10.20 11.80 13.25Result 1.06 1.075 1.102 1.1100 1.11

Lab MDD=2.07. OMC=9.1% PKG11

Determination No 1 2 3 4 5

Wt of Mould + Compacted soil (gms) 7655 7725 7812 7722 7687

Wt of Empty Mould (gms) 2890 2890 2890 2890 2890

Wt of Compacted soil (gms) 4795 4935 5054 5048 5068

Volum of mould (c.c) 2250 2250 2250 2250 2250

Wet Density (gm / cc) 2.131 2.193 2.246 2.244 2.252

Dry Density (gm / cc) 2.030 2.050 2.070 2.040 2.020

Container No 59 14 40 77 26

Weight of Container (gms) 37.97 40.86 37.42 31.96 40.9

Weight of Container + wet soil (gms) 102.46 96.22 98.45 100.12 100.45

Weight of Container + dry soil (gms) 96.86 92.12 95.02 95.15 97.02

Weight of Moisture (gms) 2.94 3.59 5.24 6.76 6.51

Wet of dry soil (gms) 58.89 51.26 57.60 63.19 56.12

Moisture Content (%) 5.00 7.00 9.10 10.70 11.60

Result 1.05 1.07 1.085 1.1000 1.115

Lab MDD=2.047. OMC=9.1% PKG11

Determination No 1 2 3 4 5

Wt of Mould + Compacted soil (gms) 7432 7624 7887 7692 7654

Wt of Empty Mould (gms) 2890 2890 2890 2890 2890

Wt of Compacted soil (gms) 4542 4734 4997 4802 4764

Volum of mould (c.c) 2250 2250 2250 2250 2250

Dry Density Determination

Moisture Content Determination

Dry Density Determination

Moisture Content Determination

Dry Density Determination

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Wet Density (gm / cc) 2.019 2.104 2.221 2.134 2.117

Dry Density (gm / cc) 1.913 1.966 2.047 1.940 1.908

Container No 18 22 84 12 46

Weight of Container (gms) 38.57 36.3 33.85 38.28 40.31

Weight of Container + wet soil (gms) 95.09 100.98 98.18 104.13 102.65

Weight of Container + dry soil (gms) 92.14 96.74 93.14 98.14 96.47Weight of Moisture (gms) 2.95 4.23 5.04 5.99 6.18

Wet of dry soil (gms) 53.57 60.44 59.29 59.86 56.16

Moisture Content (%) 5.50 7.00 8.50 10.00 11.00

Result 1.055 1.07 1.085 1.1000 1.11

pkg 11 mdd=2.047 omc=9.16

Determination No 1 2 3 4 5

Wt of Mould + Compacted soil (gms) 7710 7818 7933 7910 7956

Wt of Empty Mould (gms) 2890 2890 2890 2890 2890Wt of Compacted soil (gms) 4820 4928 5043 5020 5066

Volum of mould (c.c) 2250 2250 2250 2250 2250

Wet Density (gm / cc) 2.142 2.190 2.241 2.231 2.252

Dry Density (gm / cc) 2.021 2.037 2.047 2.028 2.019

Container No 68 3 14 77 59

Weight of Container (gms) 37.04 39.81 40.86 31.96 37.97

Weight of Container + wet soil (gms) 101.17 100.40 100.88 102.99 104.36

Weight of Container + dry soil (gms) 98.12 96.44 95.84 96.04 97.14

Weight of Moisture (gms) 3.05 3.96 5.04 6.95 7.22

Wet of dry soil (gms) 61.08 56.63 54.98 64.08 59.17

Moisture Content (%) 5.00 7.00 9.16 10.85 12.20

Result 1.06 1.075 1.095 1.1000 1.115

pkg 10 & 11 GSB MDD=2.250 OMC=6.80

Determination No 1 2 3 4 5

Wt of Mould + Compacted soil (gms) 8085 8168 8296 8358 8360

Wt of Empty Mould (gms) 2890 2890 2890 2890 2890

Wt of Compacted soil (gms) 5195 5284 5406 5468 5470

Volum of mould (c.c) 2250 2250 2250 2250 2250

Wet Density (gm / cc) 2.309 2.348 2.403 2.430 2.431

Dry Density (gm / cc) 2.220 2.232 2.250 2.240 2.210

Container No 68 3 14 77 59

Weight of Container (gms) 37.04 39.81 40.86 31.96 37.97

Weight of Container + wet soil (gms) 100.56 99.38 99.58 101.49 103.35

Weight of Container + dry soil (gms) 98.12 96.44 95.84 96.04 97.14

Weight of Moisture (gms) 2.44 2.94 3.74 5.45 6.21

Wet of dry soil (gms) 61.08 56.63 54.98 64.08 59.17

Moisture Content (%) 4.00 5.20 6.80 8.50 10.50

Result 1.04 1.052 1.068 1.0850 1.1

Dry Density Determination

Moisture Content Determination

Moisture Content Determination

Dry Density Determination

Moisture Content Determination

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6

6

6

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6

6

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Siev size

(mm)

Wt of

material

Retained

(gms)

Cum

Material

retained

(gms)

% of

Material

Retained

% of

PassingRemarks

19.0

10.0

4.750 450 450 45 55

2.000 165 615 61.5 38.5

0.425 226 841 84.1 15.9

0.075 95 936 93.6 6.4

Pan

Gravel=26.8 Sand=48.6 Silt = 24.6

Siev size

(mm)

Wt of

material

Retained

(gms)

Cum

Material

retained

(gms)

% of

Material

Retained

% of

PassingRemarks

19.0

10.0

4.750 276 276 27.60 72.402.000 195 471 47.10 52.90

0.425 223 694 69.40 30.60

0.075 61 755 75.50 24.50

Pan

Gravel=26.8

GRAIN SIZE OF SOIL

1000gms

GRAIN SIZE OF SOIL

1000gms

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1 2 3 4 1

No of Blows 14 18 22 32

Container No. 6 7 8 9 11

Wt. of Wet Soil+Contaier gm 71.26 73.25 79.2 83.14 61.23

Wt. of Dry Soil+Contaier gm 60.89 63.5 70.89 76.13 55.39

Wt. of Empty container 35.59 36.42 40.32 42.18 30.28

Wt. of moisture 10.37 9.75 8.31 7.01 5.84

Wt. of Dry Soil 25.3 27.08 30.57 33.95 25.11

Moisture Content % 40.99 36.00 27.18 20.65 23.26

Liquid Limit = 27.52 Plastic Limit = 21.37 Plasticity Inde

``

1 2 3 4 1

No of Blows 14 18 22 32

Container No. 6 7 8 9

Wt. of Wet Soil+Contaier gm 71.56 72.25 77.89 78.5Wt. of Dry Soil+Contaier gm 61.35 63.32 70.52 72.26

Wt. of Empty container 35.59 36.42 40.32 42.18

Wt. of moisture 10.21 8.93 7.37 6.24

Wt. of Dry Soil 25.76 26.9 30.2 30.08

Moisture Content % 39.64 33.20 24.40 20.74

Liquid Limit = 27.52 Plastic Limit = 21.37 Plasticity Inde

1 2 3 4 1

No of Blows 35 31 25 18

Container No. 48 55 13 43 40

Wt. of Wet Soil+Contaier gm 51.55 64.16 51.25 65.5 51.35

Wt. of Dry Soil+Contaier gm 45.34 56.69 48.56 56.51 48.94

Wt. of Empty container 33.99 39.18 38 37.68 37.42

ATTERBERG LIMITS

DeterminationLiquid Limit Plasti

DeterminationLiquid Limit Plasti

ATTERBERG LIMITS

Liquid Limit PlastiDetermination

ATTERBERG LIMITS

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Wt. of moisture 5.21 7.47 2.69 8.99 2.86

Wt. of Dry Soil 11.35 17.51 10.56 18.83 11.07

Moisture Content % 45.90 42.66 25.47 47.74 25.84

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2

12

64.1

58.35

31.39

5.75 6.08

26.96

21.33 6.13

6.01

= 6.15

2

= 6.15

2

47

48.38

46.74

40.77

Limit

Limit

Limit

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1.64

5.97

27.47

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ClientSHDP

Consultant SNC-LAVALIN INFRASTRUCTURES LIMITED

Contractor

Laboratory PMC Sampled by : Jointly

Source PKG 1 Date of sampling :15-2-13

Location Date of testing 2/16/2013

Layer / Depth SDBC Type of Material BM & SDBC

Passing Retained

63 50 - - -

50 40 - - -

40 25 - - -

25 20 - - -

20 16 - - -

16 12.5 924 108 817

12.5 10 870 96 774

10 6.3 550 82 468

2345 286 2059

1. Flakiness Index = (C/A) x 100 12.19

2. Elongation Index = (D/B) x 100 11.7

3. Combined FI & EI = 1 + 2 23.89

Type GSB WMM BM/DBM/BC

Limits as per

SpecificationFI+EI=30 FI+EI=30 FI+EI=30

STATE HIGHWAY DEVELOPMENT PROJECT

FLAKINESS AND ELONGATION INDEX

Total

(IS:2386, PART-1)

IS Sieve Size mm Total Wt.of

Agg.Retained on

sieves (A) g

Wt.of Agg.

Retained on

Thickness guage

(b) g

Wt.of Agg. Passing

through thickness

guage (C) g

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Contractor Representative Consultant Represent

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-

-

-

-

-

104

81

56

241

Concrete

FI : 35

Wt.of Agg.

Retained on length

guage after

retained on

thickness guage

(D) g

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ative

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Sl. No.Sample Level in

Water (Vw) ml

Sample Level In

Keroscene (Vk)

ml

Free Swell in

Water (Vw-Vk)

Free Swell Index

100X(Vw-Vk)/Vk

%

Remarks

1 13.86 10.74 3.12 29.05

212.05

10 2.05 20.50

312.5

10 2.50 25.00

Free Swell Index

24.85009311

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40 32.5

36.6 30 23.85667

36 30

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Trial No. 1 Trial No. 2 Trial No. 3

Wt. of Surface dry sample passing 12.5mm

and retained on 10mm IS sieves, W1 (g) 351

Wt. of fraction passing 2.36mm IS sieve, after

the test, W2 (g) 73

Wt. of fraction retained 2.36mm IS sieve, after

the test, W2 (g) 278

W4= W1 - (W2+W3) (g) 0

A.I.V = (W2/W1) X 100 20.80

AGGREGATE IMPACT VALUE

Average Value of A.I.V ( % )

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698

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Passing Retained

63.0 50.0 - - - -

50.0 40.0 - - - -

40.0 25.0 4489 399 4156 290

25.0 20.0 3725 256 3395 401

20.0 16.0 1989 320 1625 280

16.0 12.5 998 305 775 296

12.5 10.0 329 105 200 65

10.0 6.3 169 80 70 24

Total 11699 1465 10221 1356

12.52243782

13.26680364

Combined FI & EI 25.78924145

FLAKINESS & ELONGATION INDEX

Total Wt. of agg. Ret.

On sieves (A) gms

Wt. of agg.

Passing from

thickness gauge

(B) gm

Wt. of agg.

Retained on

thickness gauge

(C) gms

Wt. of agg. Ret.

On length gauge

after ret. On

thickness gauge

(D) gms

Sieve size mm

Bituminous Course - 30 %

Concrete - 25 %

WMM - 30 %

RESULTS:

akiness Index = B/A X 100

ongation Index = D/C X 100

Specification: