structural engineering division test floor laboratory ... · reference of the request letter #...
TRANSCRIPT
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
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 Reference of the request letter # HMC/Nalter-III/CRE/101 Dated: 01-05-2018 Graph (Page – 2/2)
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, 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
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, 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) Ultimate 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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Note: only two samples for tensile and one sample for bend test
Bend Test #3 Bar Bend Test Through 180º is Satisfactory
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
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))
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
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))
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
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))
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, 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) Ultimate 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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Note: only two samples for tensile and one sample for bend test
Bend Test #3 Bar Bend Test Through 180º is Satisfactory
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 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) Ultimate 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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Note: only two samples for tensile and one sample for bend test
Bend Test #3 Bar Bend Test Through 180º is Satisfactory
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 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) Ultimate 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 0.367 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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Note: only two samples for tensile and one sample for bend test
Bend Test #3 Bar Bend Test Through 180º is Satisfactory
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, 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) Ultimate 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 0.367 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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Note: only two samples for tensile and one sample for bend test
Bend Test #3 Bar Bend Test Through 180º is Satisfactory
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 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
- - - - - - - - - -
Only Six Samples for Tensile Test
Bend Test
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, 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
atio
n
Rem
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
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, 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) Ultimate 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 0.357 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
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, 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
g L
oad Yield Stress
(psi) Ultimate 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 0.407 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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- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
Note: only two samples for tensile and one sample for bend test
Bend Test #3 Bar Bend Test Through 180º is Satisfactory
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, 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) 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 0.365 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
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
Note: only two samples for tensile and one sample for bend test
Bend Test 3/8" Dia Bar Bend Test Through 180º is Satisfactory
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, 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) 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 0.388 10 9.69 0.11 0.114 3800 4700 76200 73350 94200 90800 0.80 10.0
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
Note: only one sample for tensile and one sample for bend test
Bend Test 10mm Dia Bar Bend Test Through 180º is Satisfactory
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, 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) 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 0.378 10 9.55 0.11 0.111 3700 4700 74200 73470 94200 93400 1.00 12.5
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
Note: only one sample for tensile and one sample for bend test
Bend Test 10mm Dia Bar Bend Test Through 180º is Satisfactory
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, 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) 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 0.397 10 9.79 0.11 0.117 4000 4950 80200 75550 99200 93500 0.90 11.3
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
Note: only one sample for tensile test
Bend Test
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, 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) 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 0.393 10 9.75 0.11 0.116 4200 5200 84200 80070 104200 99200 1.00 12.5
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
Note: only one sample for tensile test
Bend Test
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, 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) 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 0.392 10 9.72 0.11 0.115 3400 4700 68200 65100 94200 90000 1.10 13.8
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
Note: only one sample for tensile test
Bend Test
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 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) 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 0.396 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
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
Note: only two samples for tensile and one sample for bend test
Bend Test 3/8" Dia Bar Bend Test Through 180º is Satisfactory
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, 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) Ultimate 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
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
Note: only two samples for tensile and one sample for bend test
Bend Test #3 Bar Bend Test Through 180º is Satisfactory
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, 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
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
Note: only two samples for tensile test
Bend Test