Fly Ash With C(15%) & L(50%) as Binder

8/3/2019 Fly Ash With C(15%) & L(50%) as Binder

1/30

Date of pellets 20.11.2011 and cured for 28 days and dried 24 hours for natural

Date of tests 24.12.2011

TABLE XI. FLY ASH WITH LIME AND CEMENT AS BINDING MATERIALS

Sl.No. Fly Ash

Sample

Lime

(50%)

Cement

(15%)

Water

(40%) Remarks1 2000 1000 300 800

2 2000 1000 300 800

3 2000 1000 300 800

4 2000 1000 300 800

5 2000 1000 300 800

6 2000 1000 300 800

7 2000 1000 300 800

8 2000 1000 300 800

9 2000 1000 300 800

10 2000 1000 300 800

11 2000 1000 300 800

12 2000 1000 300 800

13 2000 1000 300 800

14 2000 1000 300 800

15 2000 1000 300 800

16 2000 1000 300 800

17 2000 1000 300 800

18 2000 1000 300 800

19 2000 1000 300 800

20 2000 1000 300 800

21 2000 1000 300 80022 2000 1000 300 800

23 2000 1000 300 800

24 2000 1000 300 800

25 2000 1000 300 800


2/30

TEST RESULTS FOR TABLE XI

FLY ASH WITH LIME AND CEMENT AS BINDING MATERIALS

SIEVE ANALYSIS

Sl.No Sieve size inmm

Weight retainedweight in gm

Cumulative weightretained in gm

Cumulative % ofweight Remarks

Retained Passing

1 63-40 0 0 0 100.00

2 40-25 60 60 2.00 98.00

3 25-20 875 935 31.17 68.83

4 20-16 990 1925 64.17 35.83

5 16-12.50 800 2725 90.83 19.17

6 12.50-10 115 2840 94.67 5.33

7 10-6.30 90 2930 97.67 2.33

8 6.30-4.75 70 3000 100.00 0

3000 480.50

Fineness Modulus =

II. BULK DENSITY

Sampl

e No

Weights of the samples in

Loosest State

Weights of the samples in Densest

State

Remark

s

Empty

weight of

the

vessel(W1)

Vesselfilled

withsampl

e in

loosest state(W2)

NetLooses

tweight

(W) of

samplein

Kg

LooseDensit

y inKg/m

3

Empty

weight of

the

vessel(W1)

Vesselfilled

withsample

in

compact state(W2)

NetCompac

t weight(W) of

sample

in Kg

Compact

Densityin

Kg/m3

1 2.860 5.655 2.795 930.00 2.86 6.125 3.265 1086.40

2 2.860 5.655 2.795 930.00 2.86 6.045 3.185 1059.80

3 2.860 5.655 2.795 930.00 2.86 6.150 3.290 1094.70

Volume of the vessel (V) = r2 x H = x (0.075)2 x 0.175 = 0.003 m3

Bulk density in loosest state ( loosest) =

Bulk density in loosest state ( densest) =


3/30

IMPACT TEST

Sample

No

Empty

weight of

the vessel(W1) ingm

Weight of the

vessel with

full of sample(W2) in gm

Net

weight

(W) ingm

Weight

retained on IS

sieve no2.36mm in

gm

Aggregate

impact value

(% of Loss)passing

Remarks

1 945 1190 245 125 48.98

2 945 1170 225 115 48.89

3 945 1170 225 120 46.67

4 945 1155 210 110 47.62

Average 48.04

Aggregate Impact Value =

1. The aggregate Impact value should not be more than 45% by weight for aggregates usedfor concrete other than wearing surfaces.

2. The aggregate Impact value should not be more than 30% by weight for aggregates usedfor concrete for wearing surfaces, such as run ways, roads and pavements.

WATER ABSORPTION

Sl.No SampleWeight of sample

(W1)Weight after immersion of 24 hours in

natural water Remarks

1 1 500 582

Water absorption =

= 16.25 %

ABRASION TEST

Sl.No Sample

Weight of

sample (W1)

Weight retained on 1.70 mm

sieve after test (W2)

Weight loss

in % Remarks

1 1 2500 407 16.28


4/30

SUMMARY OF RESULTS

FLY ASH WITH LIME (50%) AND CEMENT (15%) AS BINDING MATERIALS

Sl.

No Name of the test Blended Remarks

1 Fineness Modulus 4.81

2 Specific Gravity 1.62

3 Bulk Density

Loosest state Kg/Cum 930.00

Densest state Kg/Cum 1080.30

4 Aggregate shapes --

Flakiness index --

Elongation index --

5 Abrasion value weight 16.28

( retained )

83.72

Passed on 1.70 Sieve

6 Impact value 48.04

7 Water absorption 16.25 24 hours


5/30

Sri Ramesh reddy

TABLE . SILICAFUME WITH LIME AND CEMENT AS BINDING

MATERIALS

Sl.No. Silica fume

Sample

Lime

(50%)

Cement

(15%)

Water

(40%) Remarks

1 4000 0 200

2 4000 1000 200

3 4000 2000 200

4 4000 4000 200

5 4000 0 400

6 4000 1000 400

7 4000 2000 400

8 4000 4000 400

9 4000 0 600

10 4000 1000 600

11 4000 2000 60012 4000 4000 600

BLENDED

Sl.No. Fly Ash

Sample

Silica

fume

Lime Cement

Remarks

13 2000 2000 2000 600

14 3000 1000 2000 600

TEST RESULTS FOR TABLE

SILICA FUME WITH LIME AND CEMENT AS BINDING MATERIALS

SIEVE ANALYSIS

For L(0%) and C(5%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm

Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 287 287 14.35 85.65

3 25-20 559 846 42.30 57.70

4 20-16 502 1348 67.40 22.60

5 16-12.50 466 1814 90.70 9.30

6 12.50-10 146 1960 98.00 2.00

7 10-6.30 25 1985 99.25 0.75

8 6.30-4.75 15 2000 100.00 0

2000 512.00

Fineness Modulus =


6/30

For L(25%) and C(5%)




Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 1002 40-25 0 0 0 100

3 25-20 66 66 3.30 96.70

4 20-16 236 302 15.10 84.90

5 16-12.50 608 910 45.50 54.50

6 12.50-10 436 1346 67.30 32.70

7 10-6.30 494 1840 92.00 8.00

8 6.30-4.75 160 2000 100.00 0

2000 323.20

Fineness Modulus =

3.23


Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm


Retained Passing

1 63-40 0 0 0 100

2 40-25 0 0 0 100

3 25-20 180 180 9.00 91.00

4 20-16 380 560 28.00 72.00

5 16-12.50 675 1235 61.75 38.25

6 12.50-10 450 1685 84.25 15.75

7 10-6.30 285 1970 98.50 1.50

8 6.30-4.75 30 2000 100.00 02000 381.50

Fineness Modulus =

3.82

For L(100%) and C(5%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm

Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 0 0 0 100

3 25-20 0 0 0 1004 20-16 140 140 7.00 93.00

5 16-12.50 560 700 35.00 65.00

6 12.50-10 550 1250 62.50 37.50

7 10-6.30 655 1905 95.25 4.75

8 6.30-4.75 95 2000 100.00 0

2000 299.75

Fineness Modulus =

3.00


7/30





Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 1002 40-25 135 135 6.75 93.25

3 25-20 205 340 17.00 83.00

4 20-16 485 825 41.25 58.75

5 16-12.50 535 1360 68.00 32.00

6 12.50-10 400 1760 88.00 12.00

7 10-6.30 225 1985 99.25 0.75

8 6.30-4.75 15 2000 100.00 0

2000 420.25

Fineness Modulus =

4.20

For L(25%) and C(10%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm


Retained Passing

1 63-40 0 0 0 100

2 40-25 240 240 12 88

3 25-20 360 600 30 70

4 20-16 695 1295 64.75 35.25

5 16-12.50 460 1755 87.75 12.25

6 12.50-10 185 1940 97.00 3.00

7 10-6.30 20 1960 98.00 2.00

8 6.30-4.75 40 2000 100.00 02000 489.50

Fineness Modulus =

4.90

For L(50%) and C(10%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm

Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 55 55 2.75 97.25

3 25-20 135 190 9.50 90.504 20-16 420 610 30.50 69.50

5 16-12.50 775 1385 69.25 30.75

6 12.50-10 360 1745 87.25 12.75

7 10-6.30 215 1960 98.00 2.00

8 6.30-4.75 40 2000 100 0

2000 397.25

Fineness Modulus =


8/30

For L(100%) and C(10%)




Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 1002 40-25 0 0 0 100

3 25-20 0 0 0 100

4 20-16 60 60 3 97

5 16-12.50 165 225 11.25 88.75

6 12.50-10 540 765 38.25 61.75

7 10-6.30 690 1455 72.75 27.25

8 6.30-4.75 545 2000 100.00 0

2000 225.25

Fineness Modulus =

2.25


Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm


Retained Passing

1 63-40 0 0 0 100

2 40-25 40 40 2 98

3 25-20 405 445 22.25 77.75

4 20-16 510 955 47.75 52.25

5 16-12.50 580 1535 76.75 23.25

6 12.50-10 250 1785 89.25 10.75

7 10-6.30 150 1935 96.75 3.25

8 6.30-4.75 65 2000 100.00 02000 434.75

Fineness Modulus =

4.35

For L(25%) and C(15%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm

Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 0 0 0 100

3 25-20 0 0 0 1004 20-16 180 180 9 91

5 16-12.50 475 655 32.75 67.25

6 12.50-10 655 1310 65.50 34.50

7 10-6.30 510 1820 91.00 9.00

8 6.30-4.75 180 2000 100.00 0

2000 298.25

Fineness Modulus =

2.98


9/30

For L(50%) and C(15%)




Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 1002 40-25 140 140 7 93

3 25-20 120 260 13 87

4 20-16 275 535 26.75 73.25

5 16-12.50 695 1230 61.50 38.50

6 12.50-10 410 1640 82.00 18.00

7 10-6.30 290 1930 96.50 3.50

8 6.30-4.75 70 2000 100 0

2000 386.75

Fineness Modulus =

For L(100%) and C(15%)




Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 240 240 12 88

3 25-20 415 655 32.75 67.25

4 20-16 430 1085 54.25 45.75

5 16-12.50 585 1670 83.50 16.50

6 12.50-10 230 1900 95.00 5.00

7 10-6.30 80 1980 99.00 1.00

8 6.30-4.75 20 2000 100.00 0

2000 476.50

Fineness Modulus =

For L(100%), F.A(100%) and C(30%) blended

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm

Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 100 100 5 95

3 25-20 250 350 17.50 82.50

4 20-16 335 685 34.25 65.75

5 16-12.50 530 1215 60.75 39.256 12.50-10 405 1620 81.00 19.00

7 10-6.30 320 1940 97.00 3.00

8 6.30-4.75 60 2000 100.00 0

2000 395.50

Fineness Modulus =

3.96


10/30


Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm


Retained Passing

1 63-40 0 0 0 100

2 40-25 65 65 3.25 96.753 25-20 240 305 15.25 84.75

4 20-16 395 700 35.00 65.00

5 16-12.50 540 1240 62.00 38.00

6 12.50-10 390 1630 81.50 18.50

7 10-6.30 310 1940 97.00 3.00

8 6.30-4.75 60 2000 100.00 0

2000 394.00

Fineness Modulus =

3.94

II. BULK DENSITY

Sample No

Weights of the samples in

Loosest State

Weights of the samples in Densest

State

Remarks

Empt

yweigh

t ofthe

vessel(W1)

Vessel

filledwith

sample in

loosest state

(W2)

Net

Loosest

weight(W) of

samplein

Kg

Loose

Density in

Kg/m3

Empt

yweigh

t ofthe

vessel(W1)

Vessel

filledwith

samplein

compact state

(W2)

Net

Compact weight

(W) ofsample

in Kg

Compac

tDensity

inKg/m

3

1 2.86 5.350 823.3 2.86 5.745 960.0

2 2.86 5.520 885.0 2.86 5.865 1000.0

3 2.86 5.570 901.7 2.86 6.075 1070.0

4 2.86 5.830 988.3 2.86 6.200 1111.7

5 2.86 5.420 851.7 2.86 5.815 983.3

6 2.86 5.585 906.7 2.86 5.885 1006.7

7 2.86 5.590 908.3 2.86 5.890 1008.3

8 2.86 5.795 976.7 2.86 5.935 1023.3

9 2.86 5.500 878.3 2.86 5.895 1010.0

10 2.86 5.555 896.7 2.86 5.885 1006.7

11 2.86 5.305 813.3 2.86 6.015 1050.0

12 2.86 5.630 921.7 2.86 6.035 1056.7

13 2.86 5.765 966.7 2.86 6.155 1096.7 Blended14 2.86 5.715 950.0 2.86 6.205 1113.3 Blended

Volume of the vessel (V) = r2

x H = x (0.075)2x 0.175 = 0.003 m

3


Bulk density in densest state ( densest) =


11/30

IMPACT TEST

SampleNo

Empty

weight ofthe vessel

(W1) in

gm

Weight of the

vessel withfull of sample

(W2) in gm

Net

weight(W) in

gm

Weight

retained on ISsieve no

2.36mm in

gm

Aggregate

impact value(% of Loss)

Remarks

1 945 1144 198 81 59.10

2 945 1183 237 105 55.70

3 945 1150 204 105 48.50

4 945 1165 219 115 47.50

5 945 1160 214 90 57.95

6 945 1145 199 110 44.70

7 945 1155 209 125 40.20

8 945 1150 204 115 43.60

9 945 1135 189 115 39.20

10 945 1140 194 120 38.10

11 945 1140 194 100 48.5012 945 1160 214 135 36.90

13 945 1150 209 140 33.00 Blended

14 945 1160 214 145 32.20 Blended




SPECIFIC GRAVITY

Sl.No Sample

Empty weight of

Sp.Gravity Bottle(W1)

W1 + Partial

filling ofsample = W2

W2 + Full

of water =W3

W1 + Full

of water =W4

Specific

Gravityg

Remarks

1 1 450 735 1400 1300 1.54

2 2 450 780 1430 1300 1.65

3 3 450 780 1430 1300 1.65

4 4 450 820 1450 1300 1.68

5 5 450 745 1405 1300 1.55

6 6 450 755 1410 1300 1.56

7 7 450 775 1430 1300 1.67

8 8 450 805 1440 1300 1.65

9 9 450 740 1405 1300 1.5710 10 450 745 1410 1300 1.60

11 11 450 800 1445 1300 1.70

12 12 450 750 1420 1300 1.67

13 13 450 735 1420 1300 1.73 Blended

14 14 450 765 1425 1300 1.66 Blended

Specific Gravity =


12/30

SUMMARY OF RESULTS

SILICA FUME WITH LIME AND CEMENT AS BINDING MATERIALS

Sample NoFineness

Modulus

Specific

Gravity

Bulk Density

Aggregate

impact value (%

of Loss)

RemarksLoosest

state

Densest

state

L(0%) + C(5%) 5.12 1.54 823.3 960.0 59.10

L(25%) + C(5%) 3.23 1.65 885.0 1000.0 55.70

L(50%) + C(5%) 3.82 1.65 901.7 1070.0 48.50

L(100%) +

C(5%)

3.00 1.68 988.3 1111.7 47.50

L(0%) + C(10%) 4.20 1.55 851.7 983.3 57.95

L(25%) +C(10%)

4.90 1.56 906.7 1006.7 44.70

L(50%) +C(10%)

3.97 1.67 908.3 1008.3 40.20

L(100%) +C(10%)

2.25 1.65 976.7 1023.3 43.60

L(0%) + C(15%) 4.35 1.57 878.3 1010.0 39.20

L(25%) +

C(15%)

2.98 1.60 896.7 1006.7 38.10

L(50%) +

C(15%)

3.87 1.70 813.3 1050.0 48.50

L(100%) +

C(15%)

4.76 1.67 921.7 1056.7 36.90

L (100%) +F.A(100%) +

C(30%)

3.96 1.73 966.7 1096.7 33.00 Blended

L (100%) +F.A(100%) +

C(30%)

3.94 1.66 950.0 1113.3 32.20 Blended


13/30

Sri Lakshmaiah chowdary

TABLE. GROUNDNUT ASH WITH LIME AND CEMENT AS BINDING

MATERIALS

Sl.No. Silica fume

Sample

Lime

(50%)

Cement

(15%)

Water

(40%) Remarks1 4000 0 200

2 4000 1000 200

3 4000 2000 200

4 4000 4000 200

5 4000 0 400

6 4000 1000 400

7 4000 2000 400

8 4000 4000 400

9 4000 0 600

10 4000 1000 600

11 4000 2000 60012 4000 4000 600

BLENDED

Sl.No. Fly Ash

Sample

Silica

fume

Lime Cement

Remarks

13 2000 2000 2000 600


GROUNDNUT ASH WITH LIME AND CEMENT AS BINDING MATERIALS

SIEVE ANALYSIS

For L(0%) and C(5%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm


Retained Passing

1 63-40 0 0 0 100

2 40-25 305 305 15.25 84.75

3 25-20 300 605 30.25 69.75

4 20-16 380 985 49.25 50.75

5 16-12.50 350 1335 66.75 33.25

6 12.50-10 195 1530 76.50 23.507 10-6.30 290 1820 91.00 9.00

8 6.30-4.75 75 1895 94.75 5.25

9


14/30


Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm


Retained Passing

1 63-40 0 0 0 100

2 40-25 175 175 8.75 91.253 25-20 480 655 32.75 67.25

4 20-16 340 995 49.75 50.25

5 16-12.50 625 1620 81.00 19.00

6 12.50-10 245 1865 93.25 6.75

7 10-6.30 120 1985 99.25 0.75

8 6.30-4.75 10 1995 99.75 0.25

9


15/30


Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm


Retained Passing

1 63-40 0 0 0 100

2 40-25 405 405 20.25 79.753 25-20 460 865 43.25 56.75

4 20-16 545 1410 70.50 29.50

5 16-12.50 350 1760 88.00 12.00

6 12.50-10 150 1910 95.50 4.50

7 10-6.30 70 1980 99.00 1.00

8 6.30-4.75 5 1985 99.25 0.75

9 < 4.75 mm 15 2000 100.00 0

2000 615.75

Fineness Modulus =

6.16

For L(25%) and C(10%)




Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 80 80 4.00 96.00

3 25-20 365 445 22.25 77.75

4 20-16 395 840 42.00 58.00

5 16-12.50 300 1140 57.00 43.00

6 12.50-10 155 1295 64.75 35.25

7 10-6.30 145 1440 72.00 28.00

8 6.30-4.75 70 1510 75.50 24.50

9 < 4.75 mm 490 2000 100.00 02000 437.50

Fineness Modulus =

For L(50%) and C(10%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm

Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 15 15 0.75 99.25

3 25-20 185 200 10.00 90.00

4 20-16 290 490 24.50 75.50

5 16-12.50 445 935 46.75 53.25

6 12.50-10 360 1295 64.75 35.25

7 10-6.30 550 1845 92.25 7.75

8 6.30-4.75 95 1940 97.00 3.00

9 < 4.75 mm 60 2000 100.00 0

2000 436.00

Fineness Modulus =


16/30

For L(100%) and C(10%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm


Retained Passing

1 63-40 0 0 0 100

2 40-25 95 95 4.75 95.253 25-20 420 515 25.75 74.25

4 20-16 550 1065 53.25 46.75

5 16-12.50 465 1530 76.50 23.50

6 12.50-10 315 1845 92.25 7.75

7 10-6.30 125 1970 98.50 1.50

8 6.30-4.75 10 1980 99.00 1.00

9 < 4.75 mm 20 2000 100.00 0

2000 550.00

Fineness Modulus =

5.50





Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 45 45 2.25 97.75

3 25-20 360 405 20.25 79.75

4 20-16 535 940 47.00 53.00

5 16-12.50 475 1415 70.75 29.25

6 12.50-10 250 1665 83.25 16.75

7 10-6.30 225 1890 94.50 5.50

8 6.30-4.75 60 1950 97.50 2.50

9 < 4.75 mm 45 2000 100.00 02000 515.00

Fineness Modulus =

5.15

For L(25%) and C(15%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm

Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 270 270 13.50 86.50

3 25-20 615 885 44.25 55.75

4 20-16 580 1465 73.25 26.75

5 16-12.50 320 1785 89.25 10.75

6 12.50-10 95 1880 94.00 6.00

7 10-6.30 80 1960 98.00 2.00

8 6.30-4.75 10 1970 98.50 1.50

9 < 4.75 mm 15 2000 100.00 0

2000 610.75

Fineness Modulus =

6.11


17/30

For L(50%) and C(15%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm


Retained Passing

1 63-40 0 0 0 100

2 40-25 580 580 29.00 71.003 25-20 675 1255 62.75 37.25

4 20-16 315 1570 78.50 21.50

5 16-12.50 250 1820 91.00 9.00

6 12.50-10 120 1940 97.00 3.00

7 10-6.30 45 1985 99.25 0.75

8 6.30-4.75 5 1990 99.50 0.50

9 < 4.75 mm 10 2000 100.00 0

2000 657.00

Fineness Modulus =

For L(100%) and C(15%)




Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 35 35 1.75 98.25

3 25-20 80 115 5.75 94.25

4 20-16 205 320 16.00 84.00

5 16-12.50 665 985 49.25 50.75

6 12.50-10 475 1460 73.00 27.00

7 10-6.30 515 1975 98.75 1.25

8 6.30-4.75 0 1975 98.75 1.25

9 < 4.75 mm 25 2000 100.00 02000 443.25

Fineness Modulus =


Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm

Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 470 470 23.50 76.50

3 25-20 680 1150 57.50 42.50

4 20-16 550 1700 85.00 15.00

5 16-12.50 270 1970 98.50 1.50

6 12.50-10 30 2000 100.00 0

7 10-6.30 0 2000 100.00 0

8 6.30-4.75 0 2000 100.00 0

9 < 4.75 mm 0 2000 100.00 0

2000 664.50

Fineness Modulus =

6.65


18/30

II. BULK DENSITY

Sample

No

Weights of the samples in Loosest State Weights of the samples in Densest State

Remarks

Empty

weight

of the

vessel(W1)

Vessel

filled

with

samplein

looseststate

(W2)

Net

Loosest

weight

(W) ofsample in

Kg

Loose

Density

in

Kg/m3

Empty

weight

of the

vessel(W1)

Vessel

filled with

sample in

compactstate (W2)

Net

Compact

weight

(W) ofsample in

Kg

Compact

Density

in Kg/m3

1 2.865 5.455 863.3 2.865 5.750 961.7

2 2.865 5.535 890.0 2.865 5.840 991.7

3 2.865 5.445 860.0 2.865 5.825 986.7

4 2.865 5.590 908.3 2.865 5.875 1003.3

5 2.865 5.460 865.0 2.865 5.785 973.3

6 2.865 5.295 810.0 2.865 5.990 1041.7

7 2.865 5.630 921.7 2.865 5.985 1040.0

8 2.865 5.485 873.3 2.865 5.780 971.7

9 2.865 5.510 881.7 2.865 5.710 948.310 2.865 5.530 888.3 2.865 5.845 993.3

11 2.865 5.660 931.7 2.865 6.000 1045.0

12 2.865 5.755 963.3 2.865 5.995 1043.3

13 2.865 5.700 945.0 2.865 5.960 1031.7 Blended





19/30

IMPACT TEST

SampleNo

Empty

weight ofthe vessel

(W1) in

gm

Weight of the


(W2) in gm

Net

weight(W) in

gm

Weight


2.36mm in

gm

Aggregate


Remarks

1 940 1130 190 115 39.50

2 940 1140 200 95 52.50

3 940 1140 200 120 40.00

4 940 1155 215 145 32.60

5 940 1125 185 95 48.60

6 940 1095 155 5 96.80

7 940 1155 215 125 41.90

8 940 1145 205 140 31.70

9 940 1105 165 55 66.70

10 940 1140 200 120 40.00

11 940 1150 210 125 40.5012 940 1150 210 135 35.70

13 940 1145 205 120 41.50 Blended





20/30

SPECIFIC GRAVITY

Sl.No Sample

Empty weight of

Sp.GravityBottle (W1)

W1 + Partial

filling ofsample =

W2

W2 +

Full ofwater =

W3

W1 +

Full ofwater =

W4

Specific

Gravityg

Remarks

1 1 450 700 1345 1300 1.202 2 450 770 1410 1300 1.52

3 3 450 765 1430 1300 1.70

4 4 450 850 1425 1300 1.45

5 5 450 730 1405 1300 1.60

6 6 450 685 1375 1300 1.50

7 7 450 750 1415 1300 1.62

8 8 450 760 1410 1300 1.55

9 9 450 700 1375 1300 1.43

10 10 450 770 1425 1300 1.64

11 11 450 870 1450 1300 1.56

12 12 450 805 1440 1300 1.6513 13 450 785 1435 1300 1.68 Blended

Specific Gravity =


21/30

SUMMARY OF RESULTS

GROUNDNUT ASH WITH LIME AND CEMENT AS BINDING MATERIALS

Sample NoFineness

Modulus

Specific

Gravity

Bulk Density

Aggregate

impact value (%

of Loss)

RemarksLoosest

state

Densest

state

L(0%) + C(5%) 5.24 1.20 863.3 961.7 39.50

L(25%) + C(5%) 5.65 1.52 890.0 991.7 52.50

L(50%) + C(5%) 6.31 1.70 860.0 986.7 40.00

L(100%) +

C(5%)

5.25 1.45 908.3 1003.3 32.60

L(0%) + C(10%) 6.16 1.60 865.0 973.3 48.60

L(25%) +C(10%)

4.38 1.50 810.0 1041.7 96.80

L(50%) +C(10%)

4.36 1.62 921.7 1040.0 41.90

L(100%) +C(10%)

5.50 1.55 873.3 971.7 31.70

L(0%) + C(15%) 5.15 1.43 881.7 948.3 66.70

L(25%) +

C(15%)

6.11 1.64 888.3 993.3 40.00

L(50%) +

C(15%)

6.57 1.56 931.7 1045.0 40.50

L(100%) +

C(15%)

4.43 1.65 963.3 1043.3 35.70

L (100%) +

F.A(100%) +C(30%)

6.65 1.68 945.0 1031.7 41.50 Blended


22/30

Sri Ravikumar

TABLE. RICE HUSK WITH LIME AND CEMENT AS BINDING MATERIALS

Sl.No. Silica fume

Sample

Lime

(50%)

Cement

(15%)

Water

(40%) Remarks

1 4000 0 200

2 4000 1000 200

3 4000 2000 200

4 4000 4000 200

5 4000 0 400

6 4000 1000 400

7 4000 2000 400

8 4000 4000 400

9 4000 0 600

10 4000 1000 600

11 4000 2000 600

12 4000 4000 600

BLENDED

Sl.No. Fly Ash

Sample

Silica

fume

Lime Cement

Remarks

13 2000 2000 2000 600


RICE HUSK WITH LIME AND CEMENT AS BINDING MATERIALS

SIEVE ANALYSISFor L(0%) and C(5%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm

Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 0

3 25-20 0

4 20-16 0

5 16-12.50 0

6 12.50-10 0

7 10-6.30 08 6.30-4.75 0

9


23/30


Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm


Retained Passing

1 63-40 0 0 0 100

2 40-25 20 20 2 983 25-20 160 180 18 82

4 20-16 155 335 33.50 66.50

5 16-12.50 220 555 55.50 44.50

6 12.50-10 130 685 68.50 31.50

7 10-6.30 100 785 78.50 21.50

8 6.30-4.75 40 825 82.50 17.50

9


24/30


Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm


Retained Passing

1 63-40 0 0 0 100

2 40-25 280 280 14.00 86.003 25-20 825 1105 55.25 44.75

4 20-16 560 1565 78.25 21.75

5 16-12.50 280 1845 92.25 7.75

6 12.50-10 35 1880 94.00 6.00

7 10-6.30 5 1885 94.25 5.75

8 6.30-4.75 0 1885 94.25 5.75

9 < 4.75 mm 115 2000 100.00 0

2000 622.25

Fineness Modulus =

6.22

For L(25%) and C(10%)




Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 515 515 25.25 74.75

3 25-20 665 1180 59.00 41.00

4 20-16 225 1405 70.25 29.75

5 16-12.50 285 1690 84.50 15.50

6 12.50-10 115 1805 90.25 9.75

7 10-6.30 120 1925 96.25 3.75

8 6.30-4.75 20 1945 97.25 2.75

9 < 4.75 mm 30 2000 100.00 02000 623.25

Fineness Modulus =

For L(50%) and C(10%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm

Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 695 695 34.75 65.25

3 25-20 620 1315 65.75 34.25

4 20-16 340 1655 82.75 17.25

5 16-12.50 155 1810 90.50 9.50

6 12.50-10 55 1865 93.25 6.75

7 10-6.30 55 1920 96.00 4.00

8 6.30-4.75 10 1930 96.50 3.50

9 < 4.75 mm 70 2000 100.00 0

2000 659.50

Fineness Modulus =


25/30

For L(100%) and C(10%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm


Retained Passing

1 63-40 0 0 0 100

2 40-25 925 925 46.25 53.753 25-20 515 1440 72.00 28.00

4 20-16 335 1775 88.75 11.25

5 16-12.50 165 1940 97.00 3.00

6 12.50-10 45 1985 99.25 0.75

7 10-6.30 0 1985 99.25 0.75

8 6.30-4.75 0 1985 99.25 0.75

9 < 4.75 mm 15 2000 100.00 0

2000 503.25

Fineness Modulus =

5.03





Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 940 940 47.00 53.00

3 25-20 500 1440 72.00 28.00

4 20-16 275 1715 85.75 14.25

5 16-12.50 155 1870 93.50 6.50

6 12.50-10 60 1930 96.50 3.50

7 10-6.30 40 1970 98.50 1.50

8 6.30-4.75 10 1980 99.00 1.00

9 < 4.75 mm 20 2000 100.00 02000 692.25

Fineness Modulus =

6.92

For L(25%) and C(15%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm

Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 560 560 28.00 72.00

3 25-20 435 995 49.75 50.25

4 20-16 360 1385 69.25 30.75

5 16-12.50 215 1570 78.50 21.50

6 12.50-10 110 1680 84.00 16.00

7 10-6.30 175 1855 92.75 7.25

8 6.30-4.75 50 1905 95.25 4.75

9 < 4.75 mm 95 2000 100.00 0

2000 597.50

Fineness Modulus =

5.98


26/30

For L(50%) and C(15%)

Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm


Retained Passing

1 63-40 0 0 0 100

2 40-25 775 775 38.75 61.253 25-20 315 1090 54.50 45.50

4 20-16 290 1380 69.00 31.00

5 16-12.50 195 1575 78.75 21.25

6 12.50-10 135 1710 85.50 14.50

7 10-6.30 150 1860 93.00 7.00

8 6.30-4.75 50 1910 95.50 4.50

9 < 4.75 mm 90 2000 100.00 0

2000 615.00

Fineness Modulus =

For L(100%) and C(15%)




Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 465 465 23.25 76.75

3 25-20 615 1080 54.00 46.00

4 20-16 415 1495 74.75 25.25

5 16-12.50 265 1760 88.00 12.00

6 12.50-10 105 1865 93.25 6.75

7 10-6.30 75 1940 97.00 3.00

8 6.30-4.75 5 1945 97.25 2.75

9 < 4.75 mm 55 2000 100.00 02000 627.50

Fineness Modulus =


Sl.No Sieve size in

mm

Weight retained

weight in gm

Cumulative weight

retained in gm

Cumulative % of

weight Remarks

Retained Passing

1 63-40 0 0 0 100

2 40-25 300 300 15.00 85.00

3 25-20 790 1090 54.50 45.50

4 20-16 420 1510 75.50 24.50

5 16-12.50 300 1810 90.50 9.50

6 12.50-10 110 1920 96.00 4.00

7 10-6.30 75 1995 99.75 0.25

8 6.30-4.75 5 2000 100.00 0

9 < 4.75 mm 0 2000 100.00 0

2000 531.25

Fineness Modulus =

5.31


27/30

II. BULK DENSITY

Sample

No

Weights of the samples in Loosest State Weights of the samples in Densest State

Remarks

Empty

weight

of the

vessel(W1)

Vessel

filled

with

samplein

looseststate

(W2)

Net

Loosest

weight

(W) ofsample in

Kg

Loose

Density

in

Kg/m3

Empty

weight

of the

vessel(W1)

Vessel

filled with

sample in

compactstate (W2)

Net

Compact

weight

(W) ofsample in

Kg

Compact

Density

in Kg/m3

1 2.865 0 0 2.865 0 0

2 2.865 0 0 2.865 0 0

3 2.865 4.940 691.70 2.865 5.235 790.00

4 2.865 5.190 775.00 2.865 5.355 830.00

5 2.865 4.825 653.30 2.865 5.115 750.00

6 2.865 5.215 783.30 2.865 5.475 870.00

7 2.865 5.205 780.00 2.865 5.575 903.30

8 2.865 5.530 888.30 2.865 5.885 1006.70

9 2.865 4.860 665.00 2.865 5.230 788.3010 2.865 4.840 658.30 2.865 5.360 831.70

11 2.865 5.220 785.00 2.865 5.595 910.00

12 2.865 5.255 796.70 2.865 5.650 928.30

13 2.865 5.375 836.70 2.865 5.625 920.00 Blended





28/30

IMPACT TEST

SampleNo

Empty

weight ofthe vessel

(W1) in

gm

Weight of the


(W2) in gm

Net

weight(W) in

gm

Weight


2.36mm in

gm

Aggregate


Remarks

1 940 0 0 0 0

2 940 1100 160 15 90.60

3 940 1100 160 70 56.20

4 940 1115 175 95 45.70

5 940 1095 155 50 67.70

6 940 1115 175 105 40.00

7 940 1110 170 85 50.00

8 940 1130 190 115 39.50

9 940 1095 155 80 48.40

10 940 1095 155 80 48.40

11 940 1115 175 115 34.3012 940 1145 205 135 34.30

13 940 1145 205 130 36.60 Blended





29/30

SPECIFIC GRAVITY

Sl.No Sample

Empty weight of

Sp.GravityBottle (W1)

W1 + Partial

filling ofsample =

W2

W2 +

Full ofwater =

W3

W1 +

Full ofwater =

W4

Specific

Gravityg

Remarks

1 1 450 0 0 1300 02 2 450 665 1345 1300 1.30

3 3 450 675 1345 1300 1.25

4 4 450 725 1385 1300 1.45

5 5 450 675 1360 1300 1.40

6 6 450 735 1380 1300 1.40

7 7 450 735 1365 1300 1.30

8 8 450 715 1380 1300 1.43

9 9 450 700 1355 1300 1.30

10 10 450 660 1350 1300 1.10

11 11 450 735 1375 1300 1.40

12 12 450 785 1415 1300 1.5213 13 450 730 1385 1300 1.45 Blended

Specific Gravity =


30/30

SUMMARY OF RESULTS

RICE HUSK WITH LIME AND CEMENT AS BINDING MATERIALS

Sample NoFineness

Modulus

Specific

Gravity

Bulk Density

Aggregate

impact value (%

of Loss)

RemarksLoosest

state

Densest

state

L(0%) + C(5%) 0 0 0 0 0

L(25%) + C(5%) 4.39 1.30 0 0 90.60

L(50%) + C(5%) 5.67 1.25 691.70 790.00 56.20

L(100%) +C(5%)

6.29 1.45 775.00 830.00 45.70

L(0%) + C(10%) 6.23 1.40 653.30 750.00 67.70

L(25%) +

C(10%)

6.23 1.40 783.30 870.00 40.00

L(50%) +

C(10%)

6.60 1.30 780.00 903.30 50.00

L(100%) +

C(10%)

5.03 1.43 888.30 1006.70 39.50

L(0%) + C(15%) 6.92 1.30 665.00 788.30 48.40

L(25%) +C(15%)

5.98 1.10 658.30 831.70 48.40

L(50%) +C(15%)

6.15 1.40 785.00 910.00 34.30

L(100%) +C(15%)

6.28 1.52 796.70 928.30 34.30

L (100%) +

F.A(100%) +C(30%)

5.31 1.45 836.70 920.00 36.60 Blended

Documents

Fly Ash With C(15%) & L(50%) as Binder