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Ref: SJCE/CTM/concrete test/ /2011-12 Date:

4-2-12

Test order dated: 20-12-2011

TEST REPORT ON CONCRETE CUBES:

Work reference: Eversun energy Pvt Ltd.

1384, 2nd floor, Eastend circle, Jayanagar, Bangalore-69

Source of sample : Sample supplied by the customer.

No. of samples tested : 3 X1 = 3 (Three)

Mix : M25

Customers reference : Letter dated 20-12-11

Dimension of Specimen : 150 X 150 X 150

Project : 5 MW, SPV power project, Shivanasumudram, Bluff.

Location : Pile foundation.

Cross sectional area : 22500 Sq.mm

Technical reference : IS-516-1959

Slno

IdentificationDate ofcasting

Date oftesting

Age oftest

(Days)

Weight(g)

Failureload (KN)

Compressivestrength(N/mm2)

1 - 25-1-12 1/2/2012 7 8100 706.3 31.4

2 - 25-1-12 1/2/2012 7 8150 686.7 30.5

3 - 25-1-12 1/2/2012 7 8100 735.8 32.7

Average compressive Strength = 31.5 N/mm2

Note: 1) the results relate only to the samples tested.2) Report shall not be reproduced, except in full, without the written approval of the lab.

3) Any correction invalidates this report.

(R.KIRAN) (Dr. SYED SHAKEEB-UR-RAHMAN)

8/2/2019 25-1-12 7 days

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STAFF INCHARGE. PROFESSOR &HEAD.

Ref: SJCE/CTM/concrete test/ /2011-12 Date:

4-2-12

Test order dated: 20-12-2011

TEST REPORT ON CONCRETE CUBES:

Work reference: Eversun energy Pvt Ltd.

1384, 2nd floor, Eastend circle, Jayanagar, Bangalore-69

Source of sample : Sample supplied by the customer.

No. of samples tested : 3 X1 = 3 (Three)

Mix : M25

Customers reference : Letter dated 20-12-11

Dimension of Specimen : 150 X 150 X 150

Project : 5 MW, SPV power project, Shivanasumudram, Bluff.

Location : Pile foundation.

Cross sectional area : 22500 Sq.mm

Technical reference : IS-516-1959

Slno

IdentificationDate ofcasting

Date oftesting

Age oftest

(Days)

Weight(g)

Failureload (KN)

Compressivestrength(N/mm2)

1 - 26-1-12 2/2/2012 7 8150 725.9 32.3

2 - 26-1-12 2/2/2012 7 8050 696.5 31.0

3 - 26-1-12 2/2/2012 7 8050 765.2 34.0

Average compressive Strength = 32.4 N/mm2

Note: 1) the results relate only to the samples tested.2) Report shall not be reproduced, except in full, without the written approval of the lab.

3) Any correction invalidates this report.

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(R.KIRAN) (Dr. SYED SHAKEEB-UR-RAHMAN)

STAFF INCHARGE. PROFESSOR &HEAD.

Ref: SJCE/CTM/concrete test/ /2011-12 Date:

4-2-12

Test order dated: 20-12-2011

TEST REPORT ON CONCRETE CUBES:

Work reference: Eversun energy Pvt Ltd.

1384, 2nd floor, Eastend circle, Jayanagar, Bangalore-69

Source of sample : Sample supplied by the customer.

No. of samples tested : 3 X1 = 3 (Three)

Mix : M25

Customers reference : Letter dated 20-12-11

Dimension of Specimen : 150 X 150 X 150

Project : 5 MW, SPV power project, Shivanasumudram, Bluff.

Location : Pile foundation.

Cross sectional area : 22500 Sq.mm

Technical reference : IS-516-1959

Slno

IdentificationDate ofcasting

Date oftesting

Age oftest

(Days)

Weight(g)

Failureload (KN)

Compressivestrength(N/mm2)

1 - 27-1-12 3/2/2012 7 8100 745.6 33.12 - 27-1-12 3/2/2012 7 8150 716.1 31.8

3 - 27-1-12 3/2/2012 7 8000 686.7 30.5

Average compressive Strength = 31.8 N/mm2

Note: 1) the results relate only to the samples tested.2) Report shall not be reproduced, except in full, without the written approval of the lab.

3) Any correction invalidates this report.

8/2/2019 25-1-12 7 days

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(R.KIRAN) (Dr. SYED SHAKEEB-

UR-RAHMAN)

STAFF INCHARGE. PROFESSOR &HEAD.

Ref: SJCE/CTM/concrete test/ /2011-12 Date:

4-2-12

Test order dated: 20-12-2011

TEST REPORT ON CONCRETE CUBES:

Work reference: Eversun energy Pvt Ltd.

1384, 2nd floor, Eastend circle, Jayanagar, Bangalore-69

Source of sample : Sample supplied by the customer.

No. of samples tested : 3 X1 = 3 (Three)

Mix : M25

Customers reference : Letter dated 20-12-11

Dimension of Specimen : 150 X 150 X 150

Project : 5 MW, SPV power project, Shivanasumudram, Bluff.

Location : Pile foundation.

Cross sectional area : 22500 Sq.mm

Technical reference : IS-516-1959

Slno

IdentificationDate ofcasting

Date oftesting

Age oftest

(Days)

Weight(g)

Failureload (KN)

Compressivestrength(N/mm2)

1 - 28-1-12 4/2/2012 7 8100 755.4 33.6

2 - 28-1-12 4/2/2012 7 8000 775.0 34.4

3 - 28-1-12 4/2/2012 7 8000 804.4 35.8

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Average compressive Strength = 34.6 N/mm2

Note: 1) the results relate only to the samples tested.2) Report shall not be reproduced, except in full, without the written approval of the lab.

3) Any correction invalidates this report.

(R.KIRAN) (Dr. SYED SHAKEEB-UR-RAHMAN)

STAFF INCHARGE. PROFESSOR &HEAD.

Ref: SJCE/CTM/concrete test/ /2011-12 Date:

6-2-12

Test order dated: 20-12-2011

TEST REPORT ON CONCRETE CUBES:

Work reference: Eversun energy Pvt Ltd.

1384, 2nd floor, Eastend circle, Jayanagar, Bangalore-69

Source of sample : Sample supplied by the customer.

No. of samples tested : 3 X1 = 3 (Three)

Mix : M25

Customers reference : Letter dated 20-12-11

Dimension of Specimen : 150 X 150 X 150

Project : 5 MW, SPV power project, Shivanasumudram, Bluff.

Location : Pile foundation.

Cross sectional area : 22500 Sq.mm

Technical reference : IS-516-1959

Slno

IdentificationDate ofcasting

Date oftesting

Age oftest

(Days)

Weight(g)

Failureload (KN)

Compressivestrength(N/mm2)

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1 - 30-1-12 6/2/2012 7 8050 824.0 36.6

2 - 30-1-12 6/2/2012 7 8050 794.6 35.3

3 - 30-1-12 6/2/2012 7 8000 833.9 37.1

Average compressive Strength = 36.3 N/mm2

Note: 1) the results relate only to the samples tested.2) Report shall not be reproduced, except in full, without the written approval of the lab.

3) Any correction invalidates this report.

(R.KIRAN) (Dr. SYED SHAKEEB-UR-RAHMAN)

STAFF INCHARGE. PROFESSOR &HEAD.

Ref: SJCE/CTM/concrete test/ /2011-12 Date:

8-2-12

Test order dated: 20-12-2011

TEST REPORT ON CONCRETE CUBES:

Work reference: Eversun energy Pvt Ltd.

1384, 2nd floor, Eastend circle, Jayanagar, Bangalore-69

Source of sample : Sample supplied by the customer.

No. of samples tested : 3 X1 = 3 (Three)

Mix : M25

Customers reference : Letter dated 20-12-11Dimension of Specimen : 150 X 150 X 150

Project : 5 MW, SPV power project, Shivanasumudram, Bluff.

Location : Pile foundation.

Cross sectional area : 22500 Sq.mm

Technical reference : IS-516-1959

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Slno

IdentificationDate ofcasting

Date oftesting

Age oftest

(Days)

Weight(g)

Failureload (KN)

Compressivestrength(N/mm2)

1 - 1/2/2012 8/2/2012 7 8000 775.0 34.4

2 - 1/2/2012 8/2/2012 7 8050 735.8 32.7

3 - 1/2/2012 8/2/2012 7 8050 804.4 35.8

Average compressive Strength = 34.3 N/mm2

Note: 1) the results relate only to the samples tested.2) Report shall not be reproduced, except in full, without the written approval of the lab.

3) Any correction invalidates this report.

(R.KIRAN) (Dr. SYED SHAKEEB-UR-RAHMAN)

STAFF INCHARGE. PROFESSOR &HEAD.

Ref: SJCE/CTM/concrete test/ /2011-12 Date:

10-2-12

Test order dated: 20-12-2011

TEST REPORT ON CONCRETE CUBES:

Work reference: Eversun energy Pvt Ltd.

1384, 2nd floor, Eastend circle, Jayanagar, Bangalore-69

Source of sample : Sample supplied by the customer.

No. of samples tested : 3 X1 = 3 (Three)

Mix : M25

Customers reference : Letter dated 20-12-11

Dimension of Specimen : 150 X 150 X 150

Project : 5 MW, SPV power project, Shivanasumudram, Bluff.

Location : Pile foundation.

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Cross sectional area : 22500 Sq.mm

Technical reference : IS-516-1959

Slno

IdentificationDate ofcasting

Date oftesting

Age oftest

(Days)

Weight(g)

Failureload (KN)

Compressivestrength(N/mm2)

1 - 3/2/201210/2/201

27 8050 784.8 34.9

2 - 3/2/2012 10/2/2012

7 8000 843.7 37.5

3 - 3/2/201210/2/201

27 8100 814.2 36.2

Average compressive Strength = 36.2 N/mm2

Note: 1) the results relate only to the samples tested.2) Report shall not be reproduced, except in full, without the written approval of the lab.

3) Any correction invalidates this report.

(R.KIRAN) (Dr. SYED SHAKEEB-UR-RAHMAN)

STAFF INCHARGE. PROFESSOR &HEAD.