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For HSD Bars and Wires For Concrete Reinforcement

This is to certify that the material described below fully confirms to 1786-2008

Test Result

Section Size in mm

Chemical Analysis
C%	S%	P%	S+P%

CE%

Yield Stress N/mm²

Ultimate Tensile Stress N/mm²

Elangation %

TS/YS

Bend Test

Rebend Test

Remarks

8MM

0.216

0.031

0.049

0.08

0.318

559.693

646.866

21.631

1.156

OK

OK

PASSED

10MM

0.235

0.035

0.053

0.088

0.339

548.064

640.56

21.39

1.169

OK

OK

PASSED

12MM

0.231

0.033

0.053

0.086

0.34

564.048

672.726

20.961

1.193

OK

OK

PASSED

16MM

0.235

0.035

0.053

0.088

0.339

548.064

640.56

21.39

1.169

OK

OK

PASSED

20MM

0.235

0.035

0.053

0.088

0.339

548.064

640.56

21.39

1.169

OK

OK

PASSED

Section Size in mm

Chemical Analysis
C%	S%	P%	S+P%

CE%

Yield Stress N/mm²

8MM

0.216

0.031

0.049

0.08

0.318

559.693

12MM

0.235

0.035

0.053

0.088

0.339

548.064

16MM

0.231

0.033

0.053

0.086

0.34

564.048

20MM

0.231

0.033

0.053

0.086

0.34

564.048

Ultimate Tensile Stress N/mm²	Elangation %	TS/YS	Bend Test	Rebend Test	Remarks
646.866	21.631	1.156	OK	OK	PASSED
640.56	21.39	1.169	OK	OK	PASSED
672.726	20.961	1.193	OK	OK	PASSED
672.726	20.961	1.193	OK	OK	PASSED

This material supplied conforms to the standard rolling and mass tolerances.