Dia. Area Yield Ultimate Yield Stress Ult. Stress Load Load Calculated Nominal. nominal area) (according to

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1 DGM Civil (Line-III) Test Performed By: Dr. /Engr. Ubaid A Mughal MLCF Iskandarabad, Distt, Mianwali (Civil Works of 7300 TPD New Line-III, MLCFL) Client Reference: MLCFL/LINE-III/CIVIL/2018/15 Dated: SOM Lab Ref: CED/SOM/5966(Page-1/3) Dated: Test: Tension and Bend Test Test Specification: ASTM-A 615 Sample Type: Deformed Bar(Mughal & Bilal Steel) : 200 mm %age kg/m mm mm mm 2 mm 2 kn kn MPa MPa MPa MPa mm mm % Mughal Mughal Bilal Bilal 16mm Sample bend through 180 degrees Satisfactorily without any crack Note:- 12mm Sample bend through 180 degrees Satisfactorily without any crack Only Six Samples

2 DGM Civil (Line-III) Test Performed By: Dr. /Engr. Ubaid A Mughal MLCF Iskandarabad, Distt, Mianwali (Civil Works of 7300 TPD New Line-III, MLCFL) Client Reference: MLCFL/LINE-III/CIVIL/2018/15 Dated: SOM Lab Ref: CED/SOM/5966(Page-2/3) Dated: Test: Tension and Bend Test Test Specification: ASTM-A 615 Sample Type: Deformed Bar( Bilal Steel) : 200 mm %age kg/m mm mm mm 2 mm 2 kn kn MPa MPa MPa MPa mm mm % mm Sample bend through 180 degrees Satisfactorily without any crack Note:- 16mm 12mm Sample bend through 180 degrees Satisfactorily without any crack Sample bend through 180 degrees Satisfactorily without any crack Only Nine Samples

3 DGM Civil (Line-III) Test Performed By: Dr. /Engr. Ubaid A Mughal MLCF Iskandarabad, Distt, Mianwali (Civil Works of 7300 TPD New Line-III, MLCFL) Client Reference: MLCFL/LINE-III/CIVIL/2018/15 Dated: SOM Lab Ref: CED/SOM/5966(Page-3/3) Dated: Test: Tension and Bend Test Test Specification: ASTM-A 615 Sample Type: Deformed Bar( Ittefaq Steel) : 200 mm %age kg/m mm mm mm 2 mm 2 kn kn MPa MPa MPa MPa mm mm % mm Sample bend through 180 degrees Satisfactorily without any crack Note:- 20mm Sample bend through 180 degrees Satisfactorily without any crack Only Six Samples

4 M. Adnan Ashraf Test Performed By: Dr. /Engr. Ubaid A Mughal Project Manager, A.S. Enterprises, Lahore Client Reference: US/CIV/ETP/06 Dated: SOM Lab Ref: CED/SOM/5967(Page-1/1) Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A 615 Sample Type: M S Deformed Bar(Itefaq Steel) : 200 mm %age kg/m mm mm mm 2 mm 2 kn kn MPa MPa MPa MPa mm mm % mm Sample bend through 180 degrees Satisfactorily without any crack Note:- Only Two Samples

5 Project Manager, Test Performed By: Dr. /Engr. Ubaid A Mughal IZHAR Construction (Pvt) Ltd. Lahore Client Reference: ICPL/EC/028 SOM Lab Ref: 5969(Page-1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Deformed : 8 inch Sample Type: Bar %age lb/ft # in in 2 in 2 Tons Tons psi psi psi psi in in % # 4 Sample bend through 180 degrees Satisfactorily without any crack Note:- Only Three Samples

6 Ahmed Associates Test Performed By: Dr. /Engr. M Yousaf 117-Ahmed Block Garden Town, Lahore Client Reference: Nil SOM Lab Ref: 5970(Page- 1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Deformed Bar(Mughal Guage Length: 8 inch Sample Type: Supreme) %age lb/ft # in in 2 in 2 Tons Tons psi psi psi psi in in % # 4 Sample bend through 180 degrees Satisfactorily without any crack Note:- Only Three Samples

7 Muhammad Rizwan Mirza Test Performed By: Dr. /Engr. Ubaid A Mughal EMCON, Engineers & Contractors, Sialkot (Project City Public School at Jail Road Sialkot) SOM Lab Client Reference: nil Ref: 5971(Page-1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Deformed : 8 inch Sample Type: Bar %age lb/ft # in in 2 in 2 Tons Tons psi psi psi psi in in % # 8 Sample bend through 180 degrees Satisfactorily without any crack Note:- # 6 Sample bend through 180 degrees Satisfactorily without any crack # 4 Sample bend through 180 degrees Satisfactorily without any crack Only Nine Samples

8 Mazhar Iqbal Test Performed By: Dr. /Engr. M Rizwan Riaz Executive Planning, MECAS Engineering (Pvt) Ltd. Lahore Client Reference: nil SOM Lab Ref: 5973(Page-1/1) Dated: Dated: Test: Tension Test & bend Test Test Specification: ASTM-A-615 : 8 inch Sample Type: MS Deformed Bar %age lb/ft # in in 2 in 2 Tons Tons psi psi psi psi in in % # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:- # 4 Sample bend through 180 degrees Satisfactorily without any crack Only Six Samples

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