only twelve samples received and tested · sheikh abdul haseeb aamir test performed by: dr. /engr....

Sheikh Abdul Haseeb Aamir Test Performed By: Dr. /Engr. M Rizwan Riaz

I/C QA&QC, PAPCO, MKT Project, Descon Engg. Ltd. (7700 TPD-Pioneer Cement Proj.(CP10055)

Client Reference: Nil Dated: 11-04-2018 SOM Lab Ref: CED/SOM/4277(Page-1/1) Dated: 11-04-2018 Test: Tension Test & Bend Test Test Specification: ASTM-A 615 Sample Type: Deformed Steel Bar(ASGS Steel) Gauge Length: 200 mm

S.N

o.

Wei

ght

Dia. Area Yield Ultimate Yield Stress Ult. Stress

Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

kg/m mm mm mm2 mm2 kN kN MPa MPa MPa MPa mm mm % 1 3.776 25 24.75 491 481 259.50 348.70 529 540 710 725 45.0 200 22.5

2 3.754 25 24.68 491 478 262.20 351.50 534 549 716 735 35.0 200 17.5

3 2.385 20 19.67 314 304 168.20 224.20 535 554 714 738 32.5 200 16.3

4 2.384 20 19.67 314 304 168.20 223.70 535 554 712 737 30.0 200 15.0

5 1.527 16 15.74 201 194 115.50 145.20 574 594 722 747 27.5 200 13.8

6 1.508 16 15.64 201 192 115.20 145.00 573 600 721 755 27.5 200 13.8

7 0.875 12 11.92 113 112 75.50 88.00 668 677 778 790 27.5 200 13.8

8 0.865 12 11.85 113 110 71.50 84.70 632 649 749 769 25.0 200 12.5

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

BEND TEST: 25mm Sample bend through 180 degrees Satisfactorily without any crack Note:- 20mm Sample bend through 180 degrees Satisfactorily without any crack

Only Twelve Samples Received and Tested

16mm Sample bend through 180 degrees Satisfactorily without any crack


Note: Please always confirm the results of above report on web www.uet-civil.edu.pk

Sheikh Abdul Haseeb Aamir Test Performed By: Dr. /Engr. M Rizwan Riaz

I/C QA&QC, PAPCO, MKT Project, Descon Engg. Ltd. (7700 TPD-Pioneer Cement Proj.(CP10055)

Client Reference: Nil Dated: 11-04-2018 SOM Lab Ref: CED/SOM/4278(Page-1/1) Dated: 11-04-2018 Test: Tension Test & Bend Test Test Specification: ASTM-A 615 Sample Type: Deformed Steel Bar(AMRELI Steel) Gauge Length: 200 mm

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

kg/m mm mm mm2 mm2 kN kN MPa MPa MPa MPa mm mm % 1 3.863 25 25.03 491 492 274.50 336.20 559 558 685 684 32.5 200 16.3

2 3.932 25 25.25 491 501 277.00 340.00 564 554 693 679 32.5 200 16.3

3 2.512 20 20.18 314 320 193.50 233.20 616 605 742 729 27.5 200 13.8

4 2.485 20 20.08 314 317 179.00 212.00 570 566 675 670 30.0 200 15.0

5 1.573 16 15.97 201 200 120.00 141.70 597 600 705 708 27.5 200 13.8

6 1.569 16 15.95 201 200 120.20 144.00 598 602 716 721 27.5 200 13.8

7 0.913 12 12.17 113 116 68.50 78.00 606 589 690 671 30.0 200 15.0

8 0.911 12 12.16 113 116 66.50 76.70 588 573 678 661 27.5 200 13.8

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -






Resident Engineer, BNA Test Performed By: Dr. /Engr. M Rizwan Riaz

Bin Nadeem Associates, Lahore

Client Reference: LRRP (SL-2)/IAS/BNA-735 Dated: 11-04-2018 SOM Lab Ref: CED/SOM/4283(Page-1/1) Dated: 11-04-2018 Test: Tension Test & Bend Test Test Specification: ASTM-A 615 Sample Type: Deformed Steel(Mughal, PAK, Ittefaq ) Gauge Length: 200 mm

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

kg/m mm mm mm2 mm2 kN kN MPa MPa MPa MPa mm mm % 1 2.406 20 19.77 314 307 175.50 222.70 559 572 709 726 30.0 200 15.0 Mughal

2 2.483 20 20.07 314 316 174.20 225.00 554 551 716 712 32.5 200 16.3 Mughal

3 1.514 16 15.67 201 193 105.00 132.00 522 545 657 685 30.0 200 15.0 Mughal

4 1.536 16 15.78 201 196 109.50 137.50 545 560 684 703 27.5 200 13.8 Mughal

5 0.875 12 11.91 113 111 50.70 78.20 448 456 691 702 22.5 200 11.3 Pak

6 0.868 12 11.86 113 111 52.00 79.20 460 471 700 717 30.0 200 15.0 Pak

7 0.902 12 12.10 113 115 54.20 83.00 479 472 734 723 27.5 200 13.8 Ittefaq

8 0.869 12 11.87 113 111 51.50 78.70 455 466 696 711 25.0 200 12.5 Ittefaq

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -






Engr Farooq Jamal Test Performed By: Dr. /Engr. M Rizwan Riaz

R.E, Asian Consultant Engineers,

Client Reference: R.E./AsCE/S/-45 SOM Lab Ref:

4265(Page-1/1)

Dated: 10-04-2018 Dated: 11-04-2018

Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar(AFCO Steel)

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

lb/ft # in in2 in2 Tons Tons psi psi psi psi in in % 1 1.516 6 0.754 0.44 0.446 16.59 21.07 83130 82010 105610 104190 1.20 8.0 15.0

2 1.506 6 0.751 0.44 0.443 15.90 20.46 79710 79170 102550 101850 1.20 8.0 15.0

3 0.660 4 0.497 0.20 0.194 7.90 9.76 87120 89810 107580 110900 0.90 8.0 11.3

4 0.661 4 0.497 0.20 0.194 7.77 9.73 85660 88310 107350 110670 1.00 8.0 12.5

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

BEND TEST: # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:- # 4 Sample bend through 180 degrees Satisfactorily without any crack

Only Six Samples Received and Tested


Engr Muneeb Rabbani Test Performed By: Dr. /Engr. M Rizwan Riaz

Project Engineer, M/S Construction Group Lahore

Client Reference: CG/UET/Sundar/04/18/01 SOM Lab Ref: 4264(Page-1/1)

Dated: 10-04-2018 Dated: 11-04-2018

Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Gauge Length: 8 inch Sample Type: Deformed Bar (Amreli Steel)

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

BEND TEST: # 6 Sample bend through 180 degrees Satisfactorily without any crack Note:-

Only Two Samples Received and Tested


Sub Divisional Officer, Test Performed By: Dr. /Engr. M Rizwan Riaz

Buildings Sub Division, C.M Sectt; Lahore

Client Reference: SDO/CMS/390 SOM Lab Ref: 4266(Page-1/1)

Dated: 02-04-2018 Dated: 11-04-2018

Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Gauge Length: 8 inch Sample Type: Deformed Bar

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 1.501 6 0.749 0.44 0.441 11.85 17.55 59380 59240 87990 87790 1.50 8.0 18.8

3 0.668 4 0.500 0.20 0.196 5.20 7.54 57330 58500 83180 84880 1.40 8.0 17.5

4 0.666 4 0.500 0.20 0.196 5.07 7.56 55870 57010 83410 85110 1.30 8.0 16.3

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -




Engr Anis Ahmad Test Performed By: Dr. /Engr. Iffat Siddique

S. Engr, Mansoor Mazhar & Associates(Const. of National School, Parkview Villas, Multan Road Lahore)

Client Reference: nil SOM Lab Ref: 4267-68(P-

1/1) Dated: 06-04-2018 Dated: 011-04-2018

Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 2.517 8 0.971 0.79 0.740 25.13 32.36 70150 74890 90360 96460 1.50 8.0 18.8

3 1.674 6 0.791 0.44 0.492 18.65 22.85 93510 83620 114560 102450 1.20 8.0 15.0

4 1.672 6 0.791 0.44 0.491 18.73 22.80 93860 84110 114300 102430 1.10 8.0 13.8

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -




Swaib Muneer Test Performed By: Dr. /Engr. S Asad Ali Gillani

Project Coordinator, Banu Mukhtar, Contracting (Pvt) Ltd. Lahore

Client Reference: BML/PC/Pioneer Cement/210 SOM Lab Ref:

4270(Page-1/2)

Dated: 03-04-2018 Dated: 11-04-2018


S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 0.552 4 0.454 0.20 0.162 7.36 9.20 81160 100200 101510 125320 1.20 8.0 15.0

3 0.553 4 0.456 0.20 0.163 7.46 9.28 82290 100960 102290 125510 1.20 8.0 15.0

4 0.554 4 0.456 0.20 0.163 7.44 9.17 82060 100690 101170 124130 1.10 8.0 13.8

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -




Swaib Muneer Test Performed By: Dr. /Engr. M Rizwan Riaz

Project Coordinator, Banu Mukhtar, Contracting (Pvt) Ltd. Lahore

Client Reference: BML/PC/Pioneer Cement/209 SOM Lab Ref:

4270(Page-2/2)

Dated: 03-04-2018 Dated: 11-04-2018


S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 1.032 5 0.621 0.31 0.303 11.69 14.48 83180 85110 102980 105360 1.20 8.0 15.0

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -


Only Three Samples Received and Tested


Sheikh Younis & Sons Test Performed By: Dr. /Engr. M Rizwan Riaz

Constructions, Heas Office: 13-C 1, MM Alam Road, Gulberg III, Lahore

Client Reference: nil SOM Lab Ref:

4271(Page-1/1)

Dated: 11-04-2018 Dated: 11-04-2018

Test: Tension Test Test Specification: ASTM-A-615 Guage Length: 8 inch Sample Type: Deformed Bar

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 0.661 4 0.497 0.20 0.194 7.39 9.33 81500 84020 102860 106040 1.10 8.0 13.8

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

BEND TEST: -- No Bend test performed Note:-



Sub Divisional Officer Test Performed By: Dr. /Engr. M Rizwan Riaz

Buildings Sub Division Pattoki

Client Reference: 1892/P SOM Lab Ref: 4272(Page-1/1)

Dated: 12-03-2018 Dated: 11-04-2018

Test: Tension Test Test Specification: ASTM-A-615 Gauge Length: 8 inch Sample Type: Deformed Bar

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 0.591 4 0.471 0.20 0.174 4.89 7.54 53960 62020 83180 95610 1.10 8.0 13.8

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -




Azhar Yaseen, Test Performed By: Dr. /Engr. M Rizwan Riaz

Resident Engineer, (THDP) Asif Ali & Associates (Pvt) Limited, Lahore

Client Reference: THDP/RE/AAA/58 SOM Lab Ref: 4273(Page-1/1)

Dated: 09-04-2018 Dated: 11-04-2018

Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Gauge Length: 8 inch Sample Type: Deformed Bar(Mughal Steel)

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 0.610 4 0.477 0.20 0.179 6.03 7.67 66550 74360 84530 94450 1.20 8.0 15.0

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -




Tanveer Hussain Test Performed By: Dr. /Engr. M Rizwan Riaz

Site Engineer, Solitaire of UAE (Pvt) Ltd.

Client Reference: HBH/Steel/UET/01 SOM Lab Ref: 4275 (Page-1/1)

Dated: 11-04-2018 Dated: 11-04-2018


S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 2.625 8 0.991 0.79 0.771 26.40 35.22 73710 75520 98320 100750 1.40 8.0 17.5

3 1.478 6 0.743 0.44 0.434 14.09 20.66 70620 71590 103570 105000 1.00 8.0 12.5

4 1.457 6 0.738 0.44 0.428 14.14 20.05 70870 72860 100500 103320 1.10 8.0 13.8

5 0.650 4 0.493 0.20 0.191 6.19 8.05 68230 71450 88800 92990 1.20 8.0 15.0

6 0.652 4 0.494 0.20 0.192 6.65 8.46 73290 76350 93300 97190 1.10 8.0 13.8

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -


Only Nine Samples Received and Tested

# 4 Sample bend through 180 degrees Satisfactorily without any crack


Sub Divisional Officer Test Performed By: Dr. /Engr. M Rizwan Riaz

Buildings Sub Division Pattoki

Client Reference: 1892/P SOM Lab Ref: 4272(Page-1/1)

Dated: 12-03-2018 Dated: 11-04-2018


S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 0.591 4 0.471 0.20 0.174 4.89 7.54 53960 62020 83180 95610 1.10 8.0 13.8

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -




Muhammad Shamim Akhtan Khan Test Performed By: Dr. /Engr. M Rizwan Riaz

A/XEN, GE (AIR) Lahore

Client Reference: 6000/27/E6 SOM Lab Ref: 4276(Page-1/1)

Dated: 10-04-2018 Dated: 11-04-2018


S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 2.595 8 0.986 0.79 0.763 20.51 33.61 57260 59290 93830 97150 1.20 8.0 15.0

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -




Muhammad Hassan Khan Test Performed By: Dr. /Engr. Iffat Siddique

Resident Engineer,NESPAK, SFC Project-DHA, Lahore

Client Reference: 3790/103/MHK/02/MHK/296 SOM Lab Ref: 4279(Page-1/2)

Dated: 10-04-2018 Dated: 11-04-2018

Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Gauge Length: 8 inch Sample Type: Deformed Bar(Kamran Steel)

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 0.696 4 0.511 0.20 0.205 6.73 8.87 74190 72380 97800 95410 1.00 8.0 12.5

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -




Muhammad Hassan Khan Test Performed By: Dr. /Engr. Iffat Siddique


Client Reference: 3790/103/MHK/02/MT/282 SOM Lab Ref: 4279(Page-2/2)

Dated: 06-04-2018 Dated: 11-04-2018

Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Gauge Length: 8 inch Sample Type: Deformed Bar(Kamran Steel)

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 2.686 8 1.002 0.79 0.789 27.22 35.70 75980 76080 99660 99790 1.30 8.0 16.3

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -




Muhammad Hassan Khan Test Performed By: Dr. /Engr. M Rizwan Riaz



Dated: 06-04-2018 Dated: 11-04-2018

Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Gauge Length: 8 inch Sample Type: Deformed Bar(Mughal Steel)

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 1.044 5 0.625 0.31 0.307 12.35 14.65 87900 88760 104210 105230 1.40 8.0 17.5

3 0.590 4 0.469 0.20 0.173 6.60 7.92 72730 84080 87340 100970 1.40 8.0 17.5

4 0.591 4 0.471 0.20 0.174 6.65 7.92 73290 84240 87340 100390 1.40 8.0 17.5

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -







Dated: 06-04-2018 Dated: 11-04-2018

Test: Tension Test & Bend Test Test Specification: ASTM-A-615

Gauge Length: 8 inch Sample Type: Deformed Bar(Pak Steel)

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 0.700 4 0.512 0.20 0.206 6.65 9.40 73290 71160 103640 100620 1.40 8.0 17.5

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -






Client Reference: 3790/103/MHK/02/MHK/297 SOM Lab Ref: 4280(Page-3/4)

Dated: 10-04-2018 Dated: 11-04-2018

Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Gauge Length: 8 inch Sample Type: Deformed Bar(Ittefaq Steel)

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 1.057 5 0.629 0.31 0.311 12.25 15.24 87170 86890 108420 108070 1.20 8.0 15.0

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -







Dated: 10-04-2018 Dated: 11-04-2018

Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Gauge Length: 8 inch Sample Type: Deformed Bar(Mughal Steel )

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 1.630 6 0.781 0.44 0.479 20.80 25.76 104230 95750 129120 118600 1.40 8.0 17.5

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -




Madina Steel Industry, Test Performed By: Dr. /Engr. M Rizwan Riaz

Kasur,

Client Reference: nil SOM Lab Ref: 4281(Page-1/2)

Dated: 10-04-2018 Dated: 11-04-2018,

Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Gauge Length: 8 inch Sample Type: Deformed Bar (Saeed Kasur Steel)

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 1.488 6 0.746 0.44 0.437 12.10 17.45 60650 61070 87480 88080 1.40 8.0 17.5

3 1.052 5 0.627 0.31 0.309 7.82 11.26 55630 55810 80140 80400 1.40 8.0 17.5

4 0.664 4 0.498 0.20 0.195 5.25 7.59 57890 59380 83750 85890 1.40 8.0 17.5

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -


Only Eight Samples Received and Tested




Madina Steel Industry, Test Performed By: Dr. /Engr. M Rizwan Riaz

Kasur,

Client Reference: nil SOM Lab Ref: 4281(Page-2/2)

Dated: 10-04-2018 Dated: 11-04-2018,

Test: Tension Test & Bend Test Test Specification: ASTM-A-615 Gauge Length: 8 inch Sample Type: Deformed Bar (Saeed Kasur Steel)

S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 1.481 6 0.744 0.44 0.435 13.83 21.46 69340 70140 107560 108790 1.10 8.0 13.8

3 1.064 5 0.631 0.31 0.313 9.94 15.36 70710 70030 109290 108240 1.10 8.0 13.8

4 0.692 4 0.508 0.20 0.203 6.44 9.60 71040 69990 105890 104330 1.00 8.0 12.5

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -


Only Eight Samples Received and Tested




Shahzad Javaid Cheema Test Performed By: Dr. /Engr. M Rizwan Riaz

Resident Engineer, AAA - RAK Joint Venture. Lahore

Client Reference: TH / SJC/285/AICL/61/2018 SOM Lab Ref: 4282(Page-1/1)

Dated: 11-04-2018 Dated: 11-04-2018,


S.N

o.

Wei

ght


Elo

ngat

ion

Gau

ge L

engt

h

%ag

e El

onga

tion

Rem

arks

Nom

inal

Cal

cula

ted

Nom

inal

Cal

cula

ted

Load Load

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)

(acc

ordi

ng to

no

min

al a

rea)

(acc

ordi

ng to

m

easu

red

area

)


2 2.550 8 0.977 0.79 0.749 27.32 38.18 76270 80440 106580 112410 1.00 8.0 12.5

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -




only twelve samples received and tested · sheikh abdul haseeb aamir test performed by: dr. /engr....

Documents