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

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1 Mr Jin Test Performed By: Dr. /Engr. M Rizwan Azam Yunlong Project Manager, CHCIC CMEC, 1263 MW, Punjab Power Plant Jhang, Client Reference: Nil Dated: SOM Lab Ref: CED/SOM/5211(Page-1/4) Dated: Test: Tension Test & 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 % Witnessed By: Basharat Ali Note:-

2 Mr Jin Test Performed By: Dr. /Engr. M Rizwan Azam Yunlong Project Manager, CHCIC CMEC, 1263 MW, Punjab Power Plant Jhang, Client Reference: Nil Dated: SOM Lab Ref: CED/SOM/5211(Page-2/4) Dated: Test: Tension Test & 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 % Witnessed By: Basharat Ali Note:- Only Twelve Samples

3 Mr Jin Test Performed By: Dr. /Engr. M Rizwan Azam Yunlong Project Manager, CHCIC CMEC, 1263 MW, Punjab Power Plant Jhang, Client Reference: Nil Dated: SOM Lab Ref: CED/SOM/5211(Page-2/4) Dated: Test: Tension Test & 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 % Witnessed By: Basharat Ali Note:-

4 Mr Jin Test Performed By: Dr. /Engr. M Rizwan Azam Yunlong Project Manager, CHCIC CMEC, 1263 MW, Punjab Power Plant Jhang, Client Reference: Nil Dated: SOM Lab Ref: CED/SOM/5211(Page-4/4) Dated: Test: Tension Test & 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 % Witnessed By: Basharat Ali Note:-

5 Maj Adnan khalid Test Performed By: Dr. /Engr. Bilal Khokhar Dy Dir MTL, Const of House No 105-L, Ph-VI - (M/S DHA- C-Coy) Client Reference: 408/241/E/Lab/267A/02 SOM Lab Ref: 5207(Page-1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 : 8 inch Sample Type: Deformed Bar (Model Steel %age lb/ft # in in 2 in 2 Tons Tons psi psi psi psi in in % # 4 Note:- Only Three Samples

6 Maj Adnan khalid Test Performed By: Dr. /Engr. Bilal Khokhar Dy Dir MTL, Const of House No 105-L, Ph-VI - (M/S DHA- C-Coy) Client Reference: 408/241/E/Lab/267A/02 SOM Lab Ref: 5207(Page-1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 : 8 inch Sample Type: Deformed Bar (Model Steel %age lb/ft # in in 2 in 2 Tons Tons psi psi psi psi in in % # 4 Note:- Only Three Samples

7 Procurement Officer Test Performed By: Dr. /Engr. Bilal Khokhar Bismillah Housing Scheem, Manawan Bank Stop G T Road, Lahore Client Reference: nil SOM Lab Ref: 5208(Page-1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 : 8 inch Sample Type: Deformed Bar %age lb/ft # in in 2 in 2 Tons Tons psi psi psi psi in in % # 8 Note:- # 6 # 4

8 Khalid Bashir Test Performed By: Dr. /Engr. M Rizwan Azam Ittefaq Building Solutions (Pvt) Ltd. Lahore Client Reference: IBS/RH/SS01 SOM Lab Ref: 5212(Page-1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 : 8 inch Sample Type: Deformed Bar %age lb/ft # in in 2 in 2 Tons Tons psi psi psi psi in in % # 8 Note:- # 6

9 Khalid Bashir Test Performed By: Dr. /Engr. M Rizwan Azam Ittefaq Building Solutions (Pvt) Ltd. Lahore Client Reference: IBS/RH/SS01 SOM Lab Ref: 5213(Page-1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 : 8 inch Sample Type: Deformed Bar(Amreli Steel) %age lb/ft # in in 2 in 2 Tons Tons psi psi psi psi in in % # 6 Note:- # 4

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