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

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1 Haris & Company, Test Performed By: Dr. /Engr. Bilal Khokhar Lahore (Project: EDOTCO TELENOR B2S ) Client Reference: nil Dated: nil CED/SOM/5934(Page-1/1) Dated: Test: Tension & Bend Test Test Specification: ASTM-A 615 Sample Type: Deformed Steel Bar : 200 mm 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 16mm 12mm Sample bend through 180 degrees Satisfactorily without any crack Sample bend through 180 degrees Satisfactorily without any crack Sample bend through 180 degrees Satisfactorily without any crack Only Eight Samples

2 General Manager Operations Test Performed By: Dr. /Engr. M Rizwan Riaz Model Steel Enterprises (Pvt) Ltd. Lahore Client Reference: nil 5926(Page-1/1) Test: Tension Test Test Specification: ASTM-A-615 : 8 inch Sample Type: Deformed Bar(Model Steel) Witnessed By: Awais Anwar, -- No Bend test performed Note:-

3 Engr. Asif Dogar Test Performed By: Dr. /Engr. M Rizwan Riaz A.R.E., Ess Ess Associates, Engineering Consultants Rawalpindi Client Reference: Safia Memorial/1 5927(Page- 1/1) Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar # 8 Sample bend through 180 degrees Satisfactorily without any crack Note:- # 6 Sample bend through 180 degrees Satisfactorily without any crack Only Six Samples

4 Shaheen Construction Company Test Performed By: Dr. /Engr. M Rizwan Riaz Lahore Client Reference: nil 5928(Page- 1/1) Dated: nil Dated: Test: Tension Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar No Bend test performed Note:-

5 Basharat Munir Test Performed By: Dr. /Engr. M rizwan Riaz Project Manager, Dupak Properaties (Pvt) Ltd. Defence view Apartments at Shanghai Road Lahore. Client Reference: nil 5929(Page- 1/3) Test: Tension & Bend Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:-

6 Basharat Munir Test Performed By: Dr. /Engr. M Rizwan Riaz Project Manager, Dupak Properaties (Pvt) Ltd. Defence view Apartments at Shanghai Road Lahore. Client Reference: Dupak/DVA/ (Page- 2/3) Test: Tension & Bend Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:-

7 Basharat Munir Test Performed By: Dr. /Engr. M Rizwan Riaz Project Manager, Dupak Properaties (Pvt) Ltd. Defence view Apartments at Shanghai Road Lahore. Client Reference: Dupak/DVA/ (Page- 3/3) Test: Tension & Bend Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar # 8 Sample bend through 180 degrees Satisfactorily without any crack Note:- # 6 Sample bend through 180 degrees Satisfactorily without any crack Only Six Samples

8 Shabbir H Sandhu Test Performed By: Dr. /Engr. M Rizwan Riaz Project Manager, TYPSA-ASIAN Consulting Engineers (J.V) Client Reference: TYPSA-PK (Page- 1/1) Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar(Mughal Steel ) # 8 Sample bend through 180 degrees Satisfactorily without any crack Note:-

9 Ch Abdul Ghafoor Test Performed By: Dr. /Engr. Ambreen us Sahir Resident Engineer, PEPAC W. W. C. Adjacent to Sundar Industrial Estate, Distt. Kasur Client Reference: RE/PEPAC/WWC-K/ (Page-1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Deformed : 8 inch Sample Type: Bar # 8 Sample bend through 180 degrees Satisfactorily without any crack Note:-

10 Mian Usman Asif Test Performed By: Dr. /Engr. M Rizwan Riaz MESI Enterprises, Importers, Engineers Contractors. Lahore Client Reference: nil 5932(Page-1/1) Test: Tension Test & Bend Test Test Specification: ASTM-A-615 : 8 inch Sample Type: Deformed Bar (Model Steel ) # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:- # 4 Sample bend through 180 degrees Satisfactorily without any crack Only Four Samples

11 Masood Farid Test Performed By: Dr. /Engr. M Rizwan Riaz Sr. Engineer ( Civil ), SWP, PAEC, D G Khan Client Reference: SWP/W(2284)/ (Page-1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Deformed Bar (AF : 8 inch Sample Type: Steel) # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:-

12 Engr Mian Mubashar Rafiq Test Performed By: Dr. /Engr. Bilal Ahmed Khokhar Project Manager, Integrated Madical CareProject, Phase V, DHA Lahore Client Reference: IMC-MAK/ (Page-1/1) Test: Tension Test Test Specification: ASTM-A-615 Deformed : 8 inch Sample Type: Bar No Bend test performed Note:- Only Six Samples

13 Khalid Hussain Test Performed By: Dr. /Engr. M Rizwan Riaz Assistant Executive Engineer /Civil/RSP, Pakistan Railways, HQs Office Lahore(LON-SDR) Section Client Reference: Sig-Proj/LON-SDR/201-/Civil/RSP (P- 1/1) Test: Tension Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar No Bend test performed Note:-