structural engineering division test floor laboratory ... · reference of the request letter #...

STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory

Department of Civil Engineering University of Engineering and Technology Lahore, 54890

Pakistan. Ph: 92-42-99029202

I/C Testing Laboratoires UET Lahore, Pakistan.

Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory. 3- Sealed sample / Unsealed sample / Marked sample/Signed Samples

To, Resident Engineer ES Consulting (Pvt) Ltd Sukkur-Multan Motorway Project Section III Reference # CED/TFL 30738 (Dr. Ali Ahmed) Dated: 11-05-2018 Reference of the request letter # RE/EA/M.P-III/199-2018 Dated: 11-05-2018 Tension Test Report (Page – 1/2) Date of Test 14-05-2018 Gauge length 640 mm Description Steel Strand Tensile Test as per ASTM A-416-94a

Sr. N

o. Nominal

Diameter Nominal Weight

Measured weight

Yield strength clause (6.3)

Breaking strength clause

(6.2) You

ng’s

M

odul

us o

f E

last

icity

% E

long

atio

n

Rem

arks

/ C

oil N

o.

(mm) (kg/km) (kg/km) (kg) (kN) (kg) (kN) E, GPa

1 12.70 (1/2”) 775.0 784.0 17800 174.62 19500 191.30 199 >3.50 xx

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Only one sample for Test

Note: 1. Modulus of Elasticity is based on nominal steel area of the steel strand vide clause 13.3 of ASTM – A416a 2. Load versus percentage strain graphs are attached



Pakistan. Ph: 92-42-99029202



To, Resident Engineer ES Consulting (Pvt) Ltd Sukkur-Multan Motorway Project Section III Reference # CED/TFL 30738 (Dr. Ali Ahmed) Dated: 11-05-2018 Reference of the request letter # RE/EA/M.P-III/199-2018 Dated: 11-05-2018 Reference of the request letter # HMC/Nalter-III/CRE/101 Dated: 01-05-2018 Graph (Page – 2/2)



Pakistan. Ph: 92-42-99029202



To, Project Manager Izhar Construction (Pvt) Ltd Construction of (Ecolean Pakistan Pvt. Ltd Sunder Estate) Lahore Reference # CED/TFL 30739 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # Nil Dated: 11-05-2018 Tension Test Report (Page -1/1) Date of Test 14-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (inch)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress

(psi) Ultimate Stress

(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

Act

ual

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.372 3/8 0.373 0.11 0.109 3200 5200 64200 64580 104200 105000 1.20 15.0

2 0.370 3/8 0.372 0.11 0.109 3100 5100 62200 62810 102200 103400 1.20 15.0

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Note: only two samples for tensile and one sample for bend test

Bend Test 3/8" Dia Bar Bend Test Through 180º is Satisfactory



Pakistan. Ph: 92-42-99029202



To, M/S Zubair Feeds (Pvt) Ltd Depalpur Road Pakpattan Reference # CED/TFL 30740 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # Nil Dated: 11-05-2018 Tension Test Report (Page -1/1) Date of Test 14-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght

Diameter/ size

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

(#

)

Act

ual

(inch

)

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.366 3 0.370 0.11 0.108 2800 3800 56200 57330 76200 77900 1.40 17.5

2 0.361 3 0.368 0.11 0.106 2850 3900 57200 59210 78200 81100 1.50 18.8

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Bend Test #3 Bar Bend Test Through 180º is Satisfactory



Pakistan. Ph: 92-42-99029202



Ref: CED/TFL/05/30741 Dated: 11-05-18 To Chief Resident Engineer Osmani & Company (Pvt) Ltd Swat Motorway Project Subject: - TEST RESULT REPORT FOR BEARING DEVICE (PAD) Reference to your letter no. 149/CRE/PD/KSK/2018, Dated: 09/05/2018 on the above mentioned subject. One Elastromeric Bearing Rubber Pad (EBRP) (660x250x68mm) has been received by us. The same was tested and results are given below. Laboratory : TEST FLOOR LAB Machine : SHIMADZU Sample No. : 1/1 Dimensions of EBRP : 665 x 254 x 73.13 mm TEST RESULTS – SHORT DURATION Load Duration : 5+5 minutes Test Load : 196 TONS Bulging Pattern : Uniform Buldging (Significant) Laminated Parallelism : Parallel Cracks : No crack is observed (Witness by Syed Sufyan Ahmed (ARE OCL), Shahbaz (LT FWO 121 Q&C BN & Zulfiqar Ahmed (AME FWO 751 CTE))



Pakistan. Ph: 92-42-99029202



Ref: CED/TFL/05/30742 Dated: 11-05-18 To Chief Resident Engineer Osmani & Company (Pvt) Ltd Swat Motorway Project Subject: - TEST RESULT REPORT FOR BEARING DEVICE (PAD) Reference to your letter no. 151/CRE/PD/KSK/2018, Dated: 09/05/2018 on the above mentioned subject. One Elastromeric Bearing Rubber Pad (EBRP) (720x290x100mm) has been received by us. The same was tested and results are given below. Laboratory : TEST FLOOR LAB Machine : SHIMADZU Sample No. : 1/1 Dimensions of EBRP : 725 x 294 x 99.60 mm TEST RESULTS – SHORT DURATION Load Duration : 5+5 minutes Test Load : 196 TONS Bulging Pattern : Buldging with Significant Cracking Laminated Parallelism : --------- (Witness by Syed Sufyan Ahmed (ARE OCL), Shahbaz (LT FWO 121 Q&C BN) & Zulfiqar Ahmed (AME FWO 751 CTE))



Pakistan. Ph: 92-42-99029202



Ref: CED/TFL/05/30743 Dated: 11-05-18 To Chief Resident Engineer Osmani & Company (Pvt) Ltd Swat Motorway Project Subject: - TEST RESULT REPORT FOR BEARING DEVICE (PAD) Reference to your letter no. 150/CRE/PD/KSK/2018, Dated: 09/05/2018 on the above mentioned subject. One Elastromeric Bearing Rubber Pad (EBRP) (660x290x100mm) has been received by us. The same was tested and results are given below. Laboratory : TEST FLOOR LAB Machine : SHIMADZU Sample No. : 1/1 Dimensions of EBRP : 663 x 296 x 101 mm TEST RESULTS – SHORT DURATION Load Duration : 5+5 minutes Test Load : 196 TONS Bulging Pattern : Uniform Buldging. Laminated Parallelism : Parallel Cracks : No crack is observed (Witness by Syed Sufyan Ahmed (ARE OCL), Shahbaz (LT FWO 121 Q&C BN) & Zulfiqar Ahmed (AME FWO 751 CTE))



Pakistan. Ph: 92-42-99029202



To, M/S Muhammad Ibrahim Contractor Lahore (Project of Godown Al-Noor Tower Ferozpur Road Lahore) Reference # CED/TFL 30744 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # AQA-MIC-16 Dated: 11-05-2018 Tension Test Report (Page -1/1) Date of Test 14-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght

Diameter/ size

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

(#

)

Act

ual

(inch

)

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.369 3 0.372 0.11 0.108 4000 4900 80200 81300 98200 99600 1.00 12.5

2 0.366 3 0.370 0.11 0.108 3900 4900 78200 79840 98200 100400 1.00 12.5

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Pakistan. Ph: 92-42-99029202



To, Resident Engineer AZ Engineering Associates Construction of Road from Villoeage Jamali to Khatwan via Tahla (Group-I) Length 6.60 km in District Khushab Reference # CED/TFL 30745 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # AZEA/KB/RE/512 Dated: 21-04-2018 Tension Test Report (Page -1/2) Date of Test 14-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght

Diameter/ size

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

(#

)

Act

ual

(inch

)

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.339 3 0.356 0.11 0.100 3400 5100 68200 75260 102200 112900 0.40 5.0

2 0.369 3 0.372 0.11 0.109 2500 4150 50100 50760 83200 84300 1.00 12.5

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Pakistan. Ph: 92-42-99029202



To, Resident Engineer AZ Engineering Associates Construction of Road from Village Nawan Saggu to Jharkal (Group-I) Length 4.20 km in District Khushab Reference # CED/TFL 30745 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # AZEA/KB/RE/511 Dated: 21-04-2018 Tension Test Report (Page -2/2) Date of Test 14-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght

Diameter/ size

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

(#

)

Act

ual

(inch

)

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inal

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(kg) (kg)

Nom

inal

Act

ual

Nom

inal

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ual

(inch

)

1 0.367 3 0.371 0.11 0.108 3200 5600 64200 65350 112300 114400 1.00 12.5

2 0.370 3 0.372 0.11 0.109 2600 3950 52100 52660 79200 80000 0.80 10.0

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Pakistan. Ph: 92-42-99029202



To, M/S Techforce Engineers & Contractors Lahore Cantt (Construction of Apartment Building at 21-Main Gulberg Lahore) Reference # CED/TFL 307746 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # TF/S.T-08/18 Dated: 11-05-2018 Tension Test Report (Page -1/1) Date of Test 14-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght

Diameter/ size

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

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n

Rem

arks

(lbs/

ft)

Nom

inal

(#

)

Act

ual

(inch

)

Nom

inal

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(kg) (kg)

Nom

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Nom

inal

Act

ual

(inch

)

1 0.367 3 0.370 0.11 0.108 3200 4550 64200 65470 91200 93100 1.30 16.3

2 0.374 3 0.374 0.11 0.110 3400 4650 68200 68160 93200 93300 1.10 13.8

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Pakistan. Ph: 92-42-99029202



To, Resident Engineer EA Consulting (Pvt) Ltd Sukkur – Multan Motorway Project Section - III Reference # CED/TFL 30747 (Engr. Rrhan Ashraf) Dated: 11-05-2018 Reference of the request letter # RE/EA/M.P-III/198-2018 Dated: 11-05-2018 Tension Test Report (Page – 1/1) Date of Test 16-05-2018 Gauge length 2 inches Description Structural Steel Strip Tensile Test as per AASHTO-M-180

Sr. N

o.

Des

igna

tion

Size

of S

trip

X S

ectio

n A

rea

Yie

ld lo

ad

Bre

akin

g L

oad

Yie

ld S

tres

s

Ulti

mat

e St

ress

Elo

ngat

ion

% E

long

atio

n

Rem

arks

------ (cm) (cm2) (kg) (kg) (kg/cm2) (kg/cm2) (in)

1 W-Beam Guard Rail 2.12x0.275 0.58 2650 3260 4545.45 5591.77 0.40 20.00 Sample 1

2 W-Beam Guard Rail 2.12x0.275 0.58 2700 3210 4631.22 5506.00 0.40 20.00 Sample 2

3 Backup Plate 2.12x0.720 1.53 5150 6930 3373.95 4540.09 0.60 30.00 Sample 1

4 Backup Plate 2.12x0.720 1.53 5300 7140 3472.22 4677.67 0.60 30.00 Sample 2

5 Guard Rail Post 2.12x0.730 1.55 5560 7080 3592.66 4574.83 0.60 30.00 Sample 1

6 Guard Rail Post 2.12x0.730 1.55 5810 7190 3754.20 4645.90 0.60 30.00 Sample 2

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Only Six Samples for Tensile Test

Bend Test



Pakistan. Ph: 92-42-99029202



To, M/S New Standard Engineering Lahore Reference # CED/TFL 30748 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # Nil Dated: 11-05-2018 Tension Test Report (Page – 1/1) Date of Test 11-05-2018 Gauge length 2 inches Description Steel Strip Tensile Test

Sr. N

o.

Des

igna

tion

Size

of S

trip

X S

ectio

n A

rea

Yie

ld lo

ad

Bre

akin

g L

oad

Yie

ld S

tres

s

Ulti

mat

e St

ress

Elo

ngat

ion

% E

long

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arks

----- (mm) (mm2) (kg) (kg) (MPa) (MPa) (in)

1 Steel Strip 24.90x4.95 123.26 3200 4700 254.69 374.08 0.70 35.00

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Only One Sample for Tensile Test

Bend Test



Pakistan. Ph: 92-42-99029202



To, M/S Designline Construction DHA Lahore (Construction of Mater Synthetic Rebounding Extension Unit Location at Raiwind Lahore) Reference # CED/TFL 30749 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # Nil Dated: 11-05-2018 Tension Test Report (Page -1/1) Date of Test 14-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615

Sr. N

o.

Wei

ght

Diameter/ size

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

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Rem

arks

(lbs/

ft)

Nom

inal

(#

)

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ual

(inch

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(kg) (kg)

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ual

(inch

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1 0.357 3 0.365 0.11 0.105 4000 4900 80200 84070 98200 103000 0.90 11.3

2 0.353 3 0.363 0.11 0.104 3500 4600 70200 74360 92200 97800 1.00 12.5

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Note: only two samples for tensile test

Bend Test



Pakistan. Ph: 92-42-99029202



To, Project Manager Liberty Builders Zee Avenue, Lahore Reference # CED/TFL 30750 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # Nil Dated: 11-05-2018 Tension Test Report (Page -1/1) Date of Test 14-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght

Diameter/ size

Area (in2)

Yie

ld lo

ad

Bre

akin

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oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

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arks

(lbs/

ft)

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(#

)

Act

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(inch

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(inch

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1 0.407 3 0.390 0.11 0.120 3800 5400 76200 70010 108200 99500 1.00 12.5

2 0.401 3 0.388 0.11 0.118 4000 5400 80200 74740 108200 100900 0.90 11.3

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Pakistan. Ph: 92-42-99029202



To, M/S Sunfiber (Pvt) Ltd 34-Industrial Estate, Lahore Reference # CED/TFL 30751 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # Nil Dated: 11-05-2018 Tension Test Report (Page -1/1) Date of Test 14-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (inch)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

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n

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arks

(lbs/

ft)

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Act

ual

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ual

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(inch

)

1 0.365 3/8 0.370 0.11 0.107 3850 4800 77200 79100 96200 98700 0.90 11.3

2 0.369 3/8 0.372 0.11 0.109 3900 5000 78200 79150 100200 101500 0.90 11.3

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Pakistan. Ph: 92-42-99029202



To, M/S Powertech Pakistan (Pvt) Ltd Lahore (CMPAK Site ID: 41851, 41860, 41870, 41871, 41879, 41896, 41903, 41834, 42266, 42305, 41863, 41411, 41416) Reference # CED/TFL 30752 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # Nil Dated: 08-05-2018 Tension Test Report (Page -1/2) Date of Test 11-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (mm)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

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n

Rem

arks

(lbs/

ft)

Nom

inal

Act

ual

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Act

ual

(kg) (kg)

Nom

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Nom

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(inch

)

1 0.388 10 9.69 0.11 0.114 3800 4700 76200 73350 94200 90800 0.80 10.0

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Note: only one sample for tensile and one sample for bend test

Bend Test 10mm Dia Bar Bend Test Through 180º is Satisfactory



Pakistan. Ph: 92-42-99029202



To, M/S Powertech Pakistan (Pvt) Ltd Lahore (Telenor Project Site ID: LRC001) Reference # CED/TFL 30752 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # Nil Dated: 08-05-2018 Tension Test Report (Page -2/2) Date of Test 11-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (mm)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

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arks

(lbs/

ft)

Nom

inal

Act

ual

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ual

(kg) (kg)

Nom

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ual

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ual

(inch

)

1 0.378 10 9.55 0.11 0.111 3700 4700 74200 73470 94200 93400 1.00 12.5

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Note: only one sample for tensile and one sample for bend test

Bend Test 10mm Dia Bar Bend Test Through 180º is Satisfactory



Pakistan. Ph: 92-42-99029202



To, M/S Relacom Karachi (Site ID: LGWR-08) Reference # CED/TFL 30753 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # Nil Dated: 08-05-2018 Tension Test Report (Page -1/3) Date of Test 11-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (mm)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

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arks

(lbs/

ft)

Nom

inal

Act

ual

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(kg) (kg)

Nom

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ual

Nom

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ual

(inch

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1 0.397 10 9.79 0.11 0.117 4000 4950 80200 75550 99200 93500 0.90 11.3

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Note: only one sample for tensile test

Bend Test



Pakistan. Ph: 92-42-99029202



To, M/S Relacom Karachi (Site ID: LMTR-83) Reference # CED/TFL 30753 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # Nil Dated: 08-05-2018 Tension Test Report (Page -2/3) Date of Test 11-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (mm)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

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n

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arks

(lbs/

ft)

Nom

inal

Act

ual

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(kg) (kg)

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(inch

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1 0.393 10 9.75 0.11 0.116 4200 5200 84200 80070 104200 99200 1.00 12.5

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Bend Test



Pakistan. Ph: 92-42-99029202



To, M/S Relacom Karachi (Site ID: 41716, 41490, 41525, 41564, 40807, 41489) Reference # CED/TFL 30753 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # Nil Dated: 08-05-2018 Tension Test Report (Page -3/3) Date of Test 11-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (mm)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

Act

ual

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.392 10 9.72 0.11 0.115 3400 4700 68200 65100 94200 90000 1.10 13.8

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Bend Test



Pakistan. Ph: 92-42-99029202



To, Resident Engineer PEPAC WWC Kasur Establishment of Workers Welfare Complex (Phase 1) Adjacent to Sundar Industrial Estate District Kasur Reference # CED/TFL 30754 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # 23-24 Dated: 09-05-2018 Tension Test Report (Page -1/1) Date of Test 14-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (inch)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

Act

ual

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.396 3/8 0.385 0.11 0.116 3000 4600 60200 56860 92200 87200 1.20 15.0

2 0.392 3/8 0.383 0.11 0.115 3000 4600 60200 57350 92200 88000 1.40 17.5

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Pakistan. Ph: 92-42-99029202



To, M/S Defence Housing Authority. Lahore Cantt (Construction of 1-Kanal Villas at DRGCC Club House DHA Ph-6)(M/S Linker Developers (Pvt) Ltd) Reference # CED/TFL 30755 (Dr. Qasim Khan) Dated: 11-05-2018 Reference of the request letter # 408/241/E/Lab/171/241 Dated: 11-05-2018 Tension Test Report (Page -1/1) Date of Test 14-05-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght

Diameter/ size

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

(#

)

Act

ual

(inch

)

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.360 3 0.367 0.11 0.106 2700 4200 54100 56200 84200 87500 1.40 17.5

Kam

ran

Stee

l

2 0.366 3 0.370 0.11 0.108 2900 4550 58200 59440 91200 93300 1.30 16.3

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Pakistan. Ph: 92-42-99029202



To, M/S K&S Enterprises Lahore Reference # CED/TFL 30756 (Dr. M Rizwan Riaz) Dated: 11-05-2018 Reference of the request letter # Nil Dated: 11-05-2018 Tension Test Report (Page -1/1) Date of Test 14-05-2018 Gauge length 200 mm Description Steel Wire Tensile and Bend Test

Sr. N

o.

Wei

ght

Diameter/ size

Area (mm2)

Yie

ld lo

ad

Bre

akin

g L

oad

Yie

ld S

tres

s (M

Pa)

Ulti

mat

e St

ress

(M

Pa)

Elo

ngat

ion

% E

long

atio

n

Red

uctio

n of

A

rea

% R

educ

tion

of A

rea

Rem

arks

(kg/

m)

Nom

inal

(m

m)

Act

ual

(mm

)

Nom

inal

Act

ual

(kg) (kg)

Act

ual

Act

ual

(mm

)

(mm

2 )

1 0.098 4 4.00 ----- 12.5 710 1040 555 813 10.00 5.0 8.04 35.9

2 0.223 6 6.02 ----- 28.4 1680 2190 580 756 20.00 10.0 14.52 49.0

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Note: only two samples for tensile test

Bend Test

structural engineering division test floor laboratory ... · reference of the request letter #...

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