Tensile Test Results. Tested Diameter of Bolt (mm)
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1 MianMunir Ahmed Technical Manager, Associated Technologies (Pvt) Ltd, Lahore Project Huawei U-Fone Test Performed by: Dr.M. RizwanRiaz Client Reference No.: ATL-018-HU/13 Dated: CED/SOM/5478(P-1/5) Dated: Test Type: Tensile Test Sample Type: Nut Bolt(Diameter 12mm) Tensile Test Results Sample No. Sample Type Tested Diameter of Bolt (mm) Ultimate Tensile Stress (MPa) (%) 1 2 Bolt-M12 x 45 Grade 8.8 Bolt-M12 x 45 Grade Witness By: M. Jamal, Site Engineer, (Huawei) &AsimIjaz, Site Engineer, (U-Fone) Note: Please always confirm the results on web
2 MianMunir Ahmed Technical Manager, Associated Technologies (Pvt) Ltd, Lahore Project Huawei U-Fone Test Performed by: Dr.M. RizwanRiaz Client Reference No.: ATL-018-HU/14 Dated: CED/SOM/5478(P-2/5) Dated: Test Type: Tensile Test Sample Type: Nut Bolt(Diameter 16mm) Tensile Test Results Sample No. Sample Type Tested Diameter of Bolt (mm) Ultimate Tensile Stress (MPa) (%) 1 2 Bolt-M16 x 55 Grade 8.8 Bolt-M16 x 55 Grade Thread Failure Witness By: M. Jamal, Site Engineer, (Huawei) &AsimIjaz, Site Engineer, (U-Fone) Note: Please always confirm the results on web
3 MianMunir Ahmed Technical Manager, Associated Technologies (Pvt) Ltd, Lahore Project Huawei U-Fone Test Performed by: Dr.M. RizwanRiaz Client Reference No.: ATL-018-HU/15 Dated: CED/SOM/5478(P-3/5) Dated: Test Type: Tensile Test Sample Type: Nut Bolt(Diameter 20mm) Tensile Test Results Sample No. Sample Type Tested Diameter of Bolt (mm) Ultimate Tensile Stress (MPa) (%) 1 2 Bolt-M20 x 85 Grade 8.8 Bolt-M20 x 85 Grade Witness By: M. Jamal, Site Engineer, (Huawei) &AsimIjaz, Site Engineer, (U-Fone) Note: Please always confirm the results on web
4 MianMunir Ahmed Technical Manager, Associated Technologies (Pvt) Ltd, Lahore Project Huawei U-Fone Test Performed by: Dr.M. RizwanRiaz Client Reference No.: ATL-018-HU/18 Dated: CED/SOM/5478(P-4/5) Dated: Test Type: Hardness Test Sample Type: Nuts(Diameter 12mm, 16mm, 20mm) Hardness Test Details: Machine used: Avery Rockwell Hardness Testing Machine (Minor Load: 10 Kgf Major Load: 90 kgf Scale:B) Hardness Test Results Sample No. Sample Type Hardness 1 Nut (20mm) Grade 8.8 HR B 2 Nut (16mm) Grade 8.8 HR B 3 Nut (12mm) Grade 8.8 HR B Note: Please always confirm the results on web
5 MianMunir Ahmed Technical Manager, Associated Technologies (Pvt) Ltd, Lahore Project Huawei U-Fone Test Performed by: Dr.M. RizwanRiaz Client Reference No.: ATL-018-HU/17 Dated: CED/SOM/5478(P-5/5) Dated: Test Type: Hardness Test Sample Type: Bolts(Diameter 12mm, 16mm, 20mm) Hardness Test Details: Machine used: Avery Rockwell Hardness Testing Machine (Minor Load: 10 Kgf Major Load: 90 kgf Scale:B) Hardness Test Results Sample No. Sample Type Hardness 1 Bolt (20mm) Grade 8.8 HR B 2 Bolt (16mm) Grade 8.8 HR B 3 Bolt (12mm) Grade 8.8 HR B Note: Please always confirm the results on web
6 Muhammad Ejaz Test Performed By: Dr. /Engr. IffatSiddaque C.E.O, Zain Engineering Campany Pvt. Ltd. Lahore Client Reference: nil Dated: CED/SOM/5482(Page-1/1) Dated: Test: Tension Test & bend Test Test Specification: ASTM-A 615 Sample Type: Deformed 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:- Only Three Samples
7 S. Shaukat Hussain Test Performed By: Dr. /Engr. Ubaid A Mughal Incharge (Civil), for Managing Director, Sui Northern Gas Pipeline Ltd, Lahore Client Reference: CC/R.Rooms LHR AREA 5473(Page- 1/1) Dated: Dated: Test: Tension Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar No Bend test performed Note:- Only Four Samples
8 Shahzad Javaid Cheema Test Performed By: Dr. /Engr. Qasim Khan Resident Engineer, AAA - RAK Joint Venture, Lahore Client Reference: TH/SJC/285/AICL/69/ (Page-1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Deformed : 8 inch Sample Type: Bar # 4 Sample bend through 180 degrees Satisfactorily without any crack Note:- Only Three Samples
9 M. Ahmad Associates Test Performed By: Dr. /Engr. Bilal Khokhar Engineers & Contractors, Faisalabad Client Reference: nil 5475(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:- # 6 Sample bend through 180 degrees Satisfactorily without any crack # 5 Sample bend through 180 degrees Satisfactorily without any crack # 4 Sample bend through 180 degrees Satisfactorily without any crack Only Eight Samples
10 Areesha Sameen Test Performed By: Dr. /Engr. Bilal Khokhar Project Engineer, ANS Associates, Lahore. Client Reference: ANSU (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:- # 6 Sample bend through 180 degrees Satisfactorily without any crack # 4 Sample bend through 180 degrees Satisfactorily without any crack Only Nine Samples
11 M. Ahmad Associates Test Performed By: Dr. /Engr. Bilal Khokhar Engineers & Contractors, Faisalabad Client Reference: nil 5475(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:- # 6 Sample bend through 180 degrees Satisfactorily without any crack # 5 Sample bend through 180 degrees Satisfactorily without any crack # 4 Sample bend through 180 degrees Satisfactorily without any crack Only Eight Samples
12 Ecobox, Test Performed By: Dr. /Engr. Ubaid A Mughal Sargodha, Client Reference: nil 5477(Page-1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Deformed : 8 inch Sample Type: Bar # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:- # 4 Sample bend through 180 degrees Satisfactorily without any crack Only Six Samples
13 Saroosh Danish Test Performed By: Dr. /Engr. Bilal Khokhar Engineer's Representative, Infrastructure Development Authority of the Punjab Client Reference: E(PFSL)/IDAP/3/ ,5480(P-1/1) Dated: Dated: Test: Tension Test Test Specification: ASTM-A-615 Deformed : 8 inch Sample Type: Bar # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:- # 4 Sample bend through 180 degrees Satisfactorily without any crack Only Eight Samples
14 Areesha Sameen Test Performed By: Dr. /Engr. Qasim Khan Project Engineer, ANS Associates, Lahore. Client Reference: ANSU (Page-1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Deformed : 8 inch Sample Type: Bar # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:- # 4 Sample bend through 180 degrees Satisfactorily without any crack Only Four Samples
15 Amjad Hussain Test Performed By: Dr. /Engr. Qasim Khan Resident Engineer, IAC (JV) NVEC, Circle Sahiwal Client Reference: RE/SWL/ (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:- # 6 Sample bend through 180 degrees Satisfactorily without any crack # 4 Sample bend through 180 degrees Satisfactorily without any crack Only Nine Samples
16 Engr Naveed Sadiq Test Performed By: Dr. /Engr. Ubaid A Mughal Resident Engineer, Orbit Housing, Lahore Client Reference: Nil 5485(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:- # 4 Sample bend through 180 degrees Satisfactorily without any crack Only Six Samples
17 Irfan Ali Test Performed By: Dr. /Engr. Bilal Khokhar XEN. GE (Army)-I BWP Client Reference: 2011/44/E (Page-1/1) Dated: Dated: Test: Tension Test & Bend Test Test Specification: ASTM-A-615 : 8 inch Sample Type: Deformed Bar (Mughal Supreme) No Bend test performed Note:- Only Eight Samples
18
19 Sub Divisional Officer Test Performed By: Dr. /Engr. Qasim Khan PHE, Sub Division, Gujranwala Client Reference: 157/T 5487(Page-1/1) Dated: Dated: Test: Tension Test Test Specification: ASTM-A-615 Deformed : 8 inch Sample Type: Bar No Bend test performed Note:- Only One Sample
20
Dia. Area Yield Ultimate Yield Stress Ult. Stress Load Load Calculated Nominal. nominal area) (according to
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: 06-12-2018 Test: Tension & Bend Test Test
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