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 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 % 1 3.865 25 25.03 491 492 235.80 323.20 480 480 658 657 35.0 200 17.5 2 2.428 20 19.84 314 309 168.70 221.70 537 546 706 717 30.0 200 15.0 3 1.528 16 15.74 201 195 91.70 129.00 456 472 642 663 30.0 200 15.0 4 0.878 12 11.93 113 112 58.70 81.00 519 526 716 725 27.5 200 13.8 25mm 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
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) 1 2.658 8 0.997 0.79 0.781 24.41 34.40 68160 68940 96050 97150 1.20 8.0 15.0 2 1.475 6 0.743 0.44 0.433 14.07 19.27 70510 71650 96570 98130 1.10 8.0 13.8 3 0.661 4 0.497 0.20 0.194 6.37 8.61 70260 72430 94990 97920 1.20 8.0 15.0 Witnessed By: Awais Anwar, -- No Bend test performed Note:-
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 1 2.600 8 0.986 0.79 0.764 21.25 33.03 59340 61360 92210 95340 1.80 8.0 22.5 2 2.644 8 0.995 0.79 0.777 21.51 33.59 60050 61050 93770 95340 1.30 8.0 16.3 3 1.551 6 0.762 0.44 0.456 16.97 21.02 85070 82090 105360 101660 1.10 8.0 13.8 4 1.518 6 0.754 0.44 0.446 16.51 20.08 82780 81660 100660 99300 1.10 8.0 13.8 # 8 Sample bend through 180 degrees Satisfactorily without any crack Note:- # 6 Sample bend through 180 degrees Satisfactorily without any crack Only Six Samples
Shaheen Construction Company Test Performed By: Dr. /Engr. M Rizwan Riaz Lahore Client Reference: nil 5928(Page- 1/1) Dated: nil Dated: 06-12-2018 Test: Tension Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar 1 1.465 6 0.741 0.44 0.431 14.65 20.08 73430 74960 100660 102760 1.00 8.0 12.5 2 1.065 5 0.631 0.31 0.313 9.94 14.75 70710 70030 104940 103930 1.00 8.0 12.5 3 0.669 4 0.501 0.20 0.197 5.58 7.14 61490 62430 78690 79890 1.50 8.0 18.8 -- No Bend test performed Note:-
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 1 1.496 6 0.748 0.44 0.440 15.90 20.97 79710 79710 105100 105100 1.00 8.0 12.5 2 1.493 6 0.748 0.44 0.439 13.99 20.25 70100 70260 101530 101760 1.10 8.0 13.8 # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:-
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/006 5929(Page- 2/3) Test: Tension & Bend Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar 1 1.477 6 0.743 0.44 0.434 16.31 20.05 81750 82880 100500 101890 1.30 8.0 16.3 2 1.475 6 0.743 0.44 0.433 13.93 20.29 69850 70980 101680 103320 1.00 8.0 12.5 # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:-
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/007 5929(Page- 3/3) Test: Tension & Bend Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar 1 2.621 8 0.990 0.79 0.770 22.58 34.56 63040 64670 96470 98980 1.50 8.0 18.8 2 2.646 8 0.995 0.79 0.778 24.13 35.95 67360 68400 100370 101920 1.10 8.0 13.8 3 1.464 6 0.740 0.44 0.430 16.31 20.39 81750 83650 102190 104570 1.10 8.0 13.8 4 1.456 6 0.738 0.44 0.428 14.90 20.95 74700 76800 105000 107940 1.20 8.0 15.0 # 8 Sample bend through 180 degrees Satisfactorily without any crack Note:- # 6 Sample bend through 180 degrees Satisfactorily without any crack Only Six Samples
Shabbir H Sandhu Test Performed By: Dr. /Engr. M Rizwan Riaz Project Manager, TYPSA-ASIAN Consulting Engineers (J.V) Client Reference: TYPSA-PK-2055-18 5930(Page- 1/1) Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar(Mughal Steel ) 1 2.690 8 1.004 0.79 0.791 27.85 35.42 77750 77650 98890 98770 1.40 8.0 17.5 2 2.665 8 0.998 0.79 0.783 28.34 36.19 79120 79820 101030 101930 1.30 8.0 16.3 # 8 Sample bend through 180 degrees Satisfactorily without any crack Note:-
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/197-99 5931(Page-1/1) Dated: 04-12-2018 Dated: 06-12-2018 Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Deformed : 8 inch Sample Type: Bar 1 2.644 8 0.995 0.79 0.777 23.80 32.57 66450 67560 90920 92450 1.20 8.0 15.0 2 2.645 8 0.995 0.79 0.777 30.91 39.32 86290 87730 109760 111600 1.00 8.0 12.5 # 8 Sample bend through 180 degrees Satisfactorily without any crack Note:-
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 ) 1 1.483 6 0.745 0.44 0.436 15.95 21.00 79970 80700 105260 106220 1.00 8.0 12.5 2 0.657 4 0.496 0.20 0.193 7.14 8.48 78690 81540 93530 96920 1.20 8.0 15.0 # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:- # 4 Sample bend through 180 degrees Satisfactorily without any crack Only Four Samples
Masood Farid Test Performed By: Dr. /Engr. M Rizwan Riaz Sr. Engineer ( Civil ), SWP, PAEC, D G Khan Client Reference: SWP/W(2284)/2018 5933(Page-1/1) Dated: 03-12-2018 Dated: 06-12-2018 Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Deformed Bar (AF : 8 inch Sample Type: Steel) 1 1.494 6 0.748 0.44 0.439 15.36 20.13 77000 77180 100910 101140 1.50 8.0 18.8 2 1.499 6 0.749 0.44 0.441 15.11 19.95 75720 75550 99990 99770 1.40 8.0 17.5 # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:-
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/01 5935(Page-1/1) Test: Tension Test Test Specification: ASTM-A-615 Deformed : 8 inch Sample Type: Bar 1 2.644 8 0.995 0.79 0.777 24.79 33.05 69210 70370 92260 93810 1.50 8.0 18.8 2 2.633 8 0.993 0.79 0.774 24.52 32.77 68440 69860 91490 93380 1.30 8.0 16.3 3 1.479 6 0.744 0.44 0.435 12.13 18.11 60810 61500 90800 91840 1.70 8.0 21.3 4 1.497 6 0.748 0.44 0.440 12.03 18.06 60290 60290 90540 90540 1.70 8.0 21.3 5 0.655 4 0.494 0.20 0.192 5.73 8.00 63180 65810 88240 91920 1.30 8.0 16.3 6 0.673 4 0.502 0.20 0.198 6.12 8.46 67450 68130 93300 94240 1.30 8.0 16.3 -- No Bend test performed Note:- Only Six Samples
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 5936-37(P- 1/1) Test: Tension Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar 1 0.648 4 0.492 0.20 0.190 7.08 8.97 78130 82240 98920 104130 1.00 8.0 12.5 2 0.653 4 0.494 0.20 0.192 7.05 9.04 77790 81030 99710 103860 1.00 8.0 12.5 3 0.655 4 0.494 0.20 0.192 7.08 9.12 78130 81380 100610 104800 0.90 8.0 11.3 -- No Bend test performed Note:-