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) Limited Lahore (Usf Small lot Khyber Project - Ufone Site ID: 5506) Reference # CED/TFL 30213 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # PT/Hroon.Com.P.Tech Dated: 20-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615 Sr. No. Weight Diameter/ Size (mm) Area (in 2 ) Yield load Breaking Load Yield Stress (psi) Ultimate Stress (psi) Elongation % Elongation Remarks (lbs/ft) Nominal Actual Nominal Actual (kg) (kg) Nominal Actual Nominal Actual (inch) 1 0.370 10 9.45 0.11 0.109 3000 4900 60200 60780 98200 99300 1.20 15.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Note: only one sample for tensile and one sample for bend test Bend Test 10mm Dia Bar Bend Test Through 180º is Satisfactory
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, M/S Powertech Pakistan (Pvt) Limited Lahore (Usf Small lot Khyber Project - Ufone Site ID: 5506) Reference # CED/TFL 30213 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # PT/Hroon.Com.P.Tech Dated: 20-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615
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, Operations Manager Velosi Integrity & Safety Pakistan Pvt. Ltd Lahore (Mughal Engineering) Reference # CED/TFL 30214 (Dr. Nauman) Dated: 22-03-2018 Reference of the request letter # Nil Dated: 22-03-2018 Tension Test Report (Page – 1/1) Date of Test 03-04-2018 Gauge length 2 inches Description Welded Plate Tensile and Bend Test
Sr. N
o.
Des
igna
tion
Size
of S
trip
X S
ectio
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Yie
ld lo
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tres
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Ulti
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Elo
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% E
long
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n
Rem
arks
(mm) (mm2) (kN) (kN) (MPa) (MPa) (inch)
1 Welded Plate 24.95x5.95 148.45 -------- 78.20 -------- 526.77 0.45 22.50 Failure at the location other than weld
2 Welded Plate 24.40x5.90 143.96 -------- 77.40 -------- 537.65 0.40 20.00 Failure at the location other than weld
- - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - - -
Only two samples for tensile and four samples for bend test
Bend Test Strip taken from Welded Plate (Root) Bend Test Through 180º is Satisfactory
Strip taken from Welded Plate (Root) Bend Test Through 180º is Satisfactory
Strip taken from Welded Plate (Face) Bend Test Through 180º is Satisfactory
Strip taken from Welded Plate (Face) 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, General Manager National Power Construction Corporation (Pvt) Limited Civil Works, Erection, Stringing, Testing & Commissioning of 500kV Transmission Lines Reference # CED/TFL 30215 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # NPCC/ADB-108-2017/E-83 Dated: 21-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615
Note: only three samples for tensile and three samples for bend test
Bend Test #3 Bar Bend Test Through 180º is Satisfactory #11 Bar Bend Test Through 180º is Satisfactory #11 Bar Bend Test Through 180º is Failed
Witness by Zaigham Sohail (J.E. NESPAK)
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 Sialkot Fly over at Sublime Chowk on Sialkot Wazirabad Road (Dist. Sialkot) (AFCO) Reference # CED/TFL 30216 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # RE/SKT-95 Dated: 20-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615
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 NESPAK M.Garh – D.G Khan Road (WMI) Reference # CED/TFL 30217(Dr. M Rizwan Riaz) Dated: 22-03-2018 Reference of the request letter # 3949/HA/02/56 Dated: 19-03-2018 Tension Test Report (Page – 1/4) Date of Test 27-03-2018 Gauge length 640 mm Description Steel Strand Tensile Test as per ASTM A-416-94a
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 NESPAK M.Garh – D.G Khan Road Reference # CED/TFL 30217(Dr. M Rizwan Riaz) Dated: 22-03-2018 Reference of the request letter # 3949/HA/02/56 Dated: 19-03-2018 Graph (Page – 2/4)
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 NESPAK M.Garh – D.G Khan Road Reference # CED/TFL 30217(Dr. M Rizwan Riaz) Dated: 22-03-2018 Reference of the request letter # 3949/HA/02/56 Dated: 19-03-2018 Graph (Page – 3/4)
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 NESPAK M.Garh – D.G Khan Road Reference # CED/TFL 30217(Dr. M Rizwan Riaz) Dated: 22-03-2018 Reference of the request letter # 3949/HA/02/56 Dated: 19-03-2018 Graph (Page – 4/4)
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, Sub Divisional Officer Highway Sub Division Rajanpur (Annual Development Programme for The Year 2017-2018 – Construction of Pile Foundation Bridge at River Creek Malik Bahar Length: 570 Rft District Rajanpur) Reference # CED/TFL 30218 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 622/RP Dated: 22-01-2018 Tension Test Report (Page -1/2) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615
Note: only one sample for tensile and one sample for bend test
Bend Test 3/8" Dia Bar Bend Test Through 180º is Satisfactory 10/8" 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, Sub Divisional Officer Highway Sub Division Rajanpur (Annual Development Programme for The Year 2017-2018 – Construction of Pile Foundation Bridge at Mulana Abdul Wahab Length: 510 Rft District Rajanpur) Reference # CED/TFL 30218 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 623/RP Dated: 23-01-2018 Tension Test Report (Page -2/2) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615
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 KSS Engineering (Pvt) Limited Karach (CMPAK Project Site ID: 41847, 41855, 42056, 42276, 42309, 42342) Reference # CED/TFL 30220 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # KSS/Steel/200318/01 Dated: 20-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615
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 Maftel Networks Lahore (Project/Site ID: 41956, 41825, 41957) Reference # CED/TFL 30221 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # Nil Dated: 16-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615
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, Operations Manager Velosi Integrity & Safety Pakistan Pvt. Ltd Lahore (JESR-Al-Madina) Reference # CED/TFL 30222 (Dr. Nauman) Dated: 22-03-2018 Reference of the request letter # Nil Dated: 22-03-2018 Tension Test Report (Page – 1/1) Date of Test 03-04-2018 Gauge length 2 inches Description Welded Plate Tensile and Bend 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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n
Rem
arks
(mm) (mm2) (kN) (kN) (MPa) (MPa) (inch)
1 Welded Plate 24.50x4.80 117.60 -------- 63.50 -------- 539.97 0.40 20.00 Failure at the location other than weld
2 Welded Plate 24.30x4.90 119.07 -------- 64.50 -------- 541.70 0.55 27.50 Failure at the location other than weld
- - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - - -
Only two samples for tensile and four samples for bend test
Bend Test Strip taken from Welded Plate (Root) Bend Test Through 180º is Satisfactory
Strip taken from Welded Plate (Root) Bend Test Through 180º is Satisfactory
Strip taken from Welded Plate (Face) Bend Test Through 180º is Satisfactory
Strip taken from Welded Plate (Face) 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, Operations Manager Velosi Integrity & Safety Pakistan Pvt. Ltd Lahore (Qadri Engineering) Reference # CED/TFL 30223 (Dr. Nauman) Dated: 22-03-2018 Reference of the request letter # Nil Dated: 22-03-2018 Tension Test Report (Page – 1/1) Date of Test 03-04-2018 Gauge length 2 inches Description Welded Plate Tensile and Bend Test
Sr. N
o.
Des
igna
tion
Size
of S
trip
X S
ectio
n A
rea
Yie
ld lo
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Bre
akin
g L
oad
Yie
ld S
tres
s
Ulti
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Elo
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ion
% E
long
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n
Rem
arks
(mm) (mm2) (kN) (kN) (MPa) (MPa) (inch)
1 Welded Plate 25.00x6.15 153.75 -------- 82.20 -------- 534.63 0.35 17.50 Failure at the location other than weld
2 Welded Plate 24.25x5.95 144.29 -------- 78.50 -------- 544.05 0.25 12.50 Failure at the location other than weld
- - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - - -
Only two samples for tensile and four samples for bend test
Bend Test Strip taken from Welded Plate (Root) Bend Test Through 180º is Satisfactory
Strip taken from Welded Plate (Root) Bend Test Through 180º is Satisfactory
Strip taken from Welded Plate (Face) Bend Test Through 180º is Satisfactory
Strip taken from Welded Plate (Face) 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, Sub Divisional Officer Buildings Sub Division C.M Sectt; Lahore Construction of 02-Nos Class Rooms in Govt Primary School Kot Wadhawa Singh NA-129, Lahore . Reference # CED/TFL 30224 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # SDO/CMS/314 Dated: 10-02-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615
Note: only two samples for tensile and two samples for bend test
Bend Test 3/8" Dia Bar Bend Test Through 180º is Satisfactory 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 (Infra Dev Works (Pkg II & III) DHA Ph-VIII)(M/s NLC) Reference # CED/TFL 30225 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 408/241/E/Lab/115/7088 Dated: 20-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615
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 Shahzad & Co Sheikhupura Reference # CED/TFL 30226-229 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # Nil Dated: 22-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615
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, Sub Divisional Officer Buildings Sub Division No. 2 Lahore Construction of Dangerous Class Room Blocks at Government Girls Middle School at Begum Pura, Lahore Reference # CED/TFL 30227 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 423/2nd Dated: 16-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615
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, Site Incharge Akhuwat University, Kasur Akhuwat University Mustafa abad Faculty & Boys Hostel and Academic Block Construction Reference # CED/TFL 30230 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # Nil Dated: 12-02-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615
Note: only one sample 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, Execuitve Engineer Highway Division Chiniot (Widening/Improvement of Road from District Boundary Chiniot near Kallar wala to Nalka Adda via Mouza Sulman, Rehmanabad, Length 27.50 km (Phase-1, km No. 0.00 to 2.50, Length 2.50 km), District Chiniot Reference # CED/TFL 30231 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 639/C Dated: 14-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615
Note: only one sample 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, Assistant Director (Engg) Model Town Zone WASA (GDA) Gujranwala Sewerage/Drainage at Jinnah Road, Raja Colony, Gulzar Colony, Khokharki, Satelite Town, Pasrur Road, Model Town, Islamabad, Kotly Rustam, Hafizabad Road, Garjakh and Allied Areas Gujranwala (Group-III) Reference # CED/TFL 30232 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # WASA/ADE/MTZ/32 Dated: 19-02-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test
Note: only two samples for tensile and two samples for bend test
Bend Test 3/16" Dia Bar Bend Test Through 180º is Satisfactory 1/4" 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, Garrison Engineer (Army)-II Gujranwala Cantt (Const of 8x NCsE Block No. 18 Ex-HQ 30 Corps (HQ Arty 30 corps/HQ Long Corps) at Gwa Cantt)(M/s Siddique Iqbal & Co) Reference # CED/TFL 30233 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 6180/1965/7/E-6 Dated: 22-03-2018 Tension Test Report (Page -1/6) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615
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, Garrison Engineer (Army)-II Gujranwala Cantt (Const of 8x NCsE Block No. 20 Ex-HQ 30 Corps (HQ Sig 30 Corps /HQ Log 30 Corps ) at Gwa Cantt) (M/s H & S Construction Company) Reference # CED/TFL 30233 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 6180/1963/6/E-6 Dated: 22-03-2018 Tension Test Report (Page -2/6) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615
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, Garrison Engineer (Army)-II Gujranwala Cantt (Const of 8x NCsE Block No. 17 Ex-HQ 30 Corps (HQ Arty 30 corps/ HQ Log 30 Corps) at Gwa Cantt)(M/s Siddique Iqbal & Co) Reference # CED/TFL 30233 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 6180/1966/8/E-6 Dated: 22-03-2018 Tension Test Report (Page -3/6) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615
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, Garrison Engineer (Army)-II Gujranwala Cantt (Const of 8x NCsE Block No. 05 Ex-HQ 30 Corps (HQ 2 Arty) at Gwa Cantt)(M/s Malik Builders & Co) Reference # CED/TFL 30233 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 6180/1961/7/E-6 Dated: 22-03-2018 Tension Test Report (Page -4/6) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615
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, Garrison Engineer (Army)-II Gujranwala Cantt (Const of 8x NCsE Block No. 04 Ex-HQ 30 Corps (HQ 2Arty) at Gwa Cantt)(M/s Malik Builders & Co) Reference # CED/TFL 30233 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 6180/1968/8/E-6 Dated: 22-03-2018 Tension Test Report (Page -5/6) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615
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, Garrison Engineer (Army)-II Gujranwala Cantt (Const of 8x NCsE Block No. 24 Ex-HQ 30 Corps (11 Army Avn) at Gwa Cantt)(M/s A.Q Enterprises) Reference # CED/TFL 30233 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 6180/1967/8/E-6 Dated: 22-03-2018 Tension Test Report (Page -6/6) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615
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 NESPAK Orange Metro Line Project Lahore Package 3 (Dera Gujjran) Reference # CED/TFL 30234 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 3765/03/OLMTP/MMK/157 Dated: 22-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Plain Steel Bar Tensile and Bend Test
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, Garrison Engineer (Army)-II Sialkot Cantt (Const of 8x Sldrs Flat Block No. 1 at AD Line SIK Cantt) Reference # CED/TFL 30235 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 2026/161/E-6 Dated: 21-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615
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, Sub Divisional Officer Buildings Sub Division Narowal Construction of Government Shelterless Primary School Nagray District Narowal Re-Construction of Govt Girls Primary School Sadiqabad District Narowal Reference # CED/TFL 30236 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 1440/NL Dated: 13-03-2018 Tension Test Report (Page -1/2) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615
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, Sub Divisional Officer Buildings Sub Division Narowal Construction of Government Shelterless Primary School Langiya District Narowal Reference # CED/TFL 30236 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 1439/NL Dated: 13-03-2018 Tension Test Report (Page -2/2) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615
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, Sub Divisional Officer Buildings Sub Division Shakararh Re-Construction of Dangerous School Building Govt Girls Primary School Bhajna Tehsil Shakargarh Reference # CED/TFL 30237 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 812/Sg Dated: 20-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615
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 Dar Engineering Punjab Agriculture Food and Durg Authority’s Science Enclave, Lahore Pakistan Reference # CED/TFL 30238 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # DB-78/DAR/RE/ME/2018/0043 Dated: 22-03-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615
Note: only four samples for tensile and two samples for bend test
Bend Test #3 Bar Bend Test Through 180º is Satisfactory #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, Sub Divisional Officer Buildings Sub Division No. 2 Lahore Construction of Multipurpose Hall and 12-Nos Class Rooms at First & Third Floor at Govt, Girls High School Charrar Lahore Cantt N.A 125. Reference # CED/TFL 30228 (Dr. Qasim Khan) Dated: 22-03-2018 Reference of the request letter # 361-B/2nd Dated: 21-02-2018 Tension Test Report (Page -1/1) Date of Test 26-03-2018 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615
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, Chief Resident Engineer Osmani & Co. (Pvt) Ltd Swat Motorway Project Reference # CED/TFL 30239 (Dr. M Rizwan Riaz) Dated: 22-03-2018 Reference of the request letter # 100/CRE/SMP/2018 Dated: 21-03-2018 Tension Test Report (Page – 1/4) Date of Test 27-03-2018 Gauge length 640 mm Description Steel Strand Tensile Test as per ASTM A-416-94a
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, Chief Resident Engineer Osmani & Co. (Pvt) Ltd Swat Motorway Project Reference # CED/TFL 30239 (Dr. M Rizwan Riaz) Dated: 22-03-2018 Reference of the request letter # 100/CRE/SMP/2018 Dated: 21-03-2018 Graph (Page – 2/4)
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, Chief Resident Engineer Osmani & Co. (Pvt) Ltd Swat Motorway Project Reference # CED/TFL 30239 (Dr. M Rizwan Riaz) Dated: 22-03-2018 Reference of the request letter # 100/CRE/SMP/2018 Dated: 21-03-2018 Graph (Page – 3/4)
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, Chief Resident Engineer Osmani & Co. (Pvt) Ltd Swat Motorway Project Reference # CED/TFL 30239 (Dr. M Rizwan Riaz) Dated: 22-03-2018 Reference of the request letter # 100/CRE/SMP/2018 Dated: 21-03-2018 Graph (Page – 4/4)
