05-08-2015 - University of Engineering and Technology
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STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To, M/S Bakhtawar Amin Trust Hospital Multan Reference # CED/TFL 21440 (Engr. Rehan) Reference of the request letter# Eng. 100 Tension Test Report (Page -1/2) Breaking Load Actual (inch) Nominal Actual (kg) Nominal Actual Nominal Actual (inch) 1 0.354 3/8 0.364 0.11 0.104 3000 4500 60200 63590 90200 95400 1.20 15.0 2 0.357 3/8 0.365 0.11 0.105 3400 5000 68200 71470 100200 105100 1.20 15.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Yield Stress (psi) Ultimate Stress (psi) Note: only two samples for tensile and one sample for bend test Bend Test 3/8" Dia Bar Bend Test Through 180º is Satisfactory 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples Remarks Yield load Nominal (inch) (kg) Area (in2) % Elongation Diameter/ size Sr. No. Weight Elongation 06-08-2015 8 inches Deformed Steel Bar Tensile and Bend Test as per ASTM-A615 (lbs/ft) Date of Test Gauge length Description Dated: 05-08-2015 Dated: 05-08-2015 STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To, Sdub Divisional Officer Provincial Buildings Sub Division Sahiwal Reference # CED/TFL 21441 (Engr. Rehan) Reference of the request letter# 83/S Tension Test Report (Page -1/1) Breaking Load Actual (inch) Nominal Actual (kg) Nominal Actual Nominal Actual (inch) 1 0.349 3/8 0.361 0.11 0.103 3100 4850 62200 66660 97200 104300 1.00 12.5 2 0.352 3/8 0.363 0.11 0.103 3200 5000 64200 68150 100200 106500 1.10 13.8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Yield Stress (psi) Ultimate Stress (psi) Note: only two samples for tensile and one sample for bend test Bend Test 3/8" Dia Bar Bend Test Through 180º is Satisfactory 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples Remarks Yield load Nominal (inch) (kg) Area (in2) % Elongation Diameter/ size Sr. No. Weight Elongation 06-08-2015 8 inches Deformed Steel Bar Tensile and Bend Test as per ASTM-A615 (lbs/ft) Date of Test Gauge length Description Dated: 05-08-2015 Dated: 03-08-2015 STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To, M/S Banu Mukhtar Contracting (Pvt) Ltd. New Garden Town, Lahore (Roshan Packages (Pvt) Limited, S.I.E.) Reference # CED/TFL 21442 (Engr. Affifa Akram) Dated: 05-08-2015 Reference of the request letter# BML/GM/ROSHAN PACKAGES/457Dated: 04-08-2015 Tension Test Report (Page -1/2) Breaking Load Actual (inch) Nominal Actual (kg) Nominal Actual Nominal Actual (inch) 1 0.384 3 0.379 0.11 0.113 3600 4700 72200 70330 94200 91900 1.00 12.5 2 0.372 3 0.373 0.11 0.109 3300 4500 66200 66490 90200 90700 1.20 15.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Yield Stress (psi) Ultimate Stress (psi) Note: only two samples for tensile test Bend Test 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples Remarks Yield load Nominal (#) (kg) Area (in2) % Elongation Diameter/ size Sr. No. Weight Elongation 06-08-2015 8 inches Deformed Steel Bar Tensile Test as per ASTM-A615 (lbs/ft) Date of Test Gauge length Description STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To, M/S Banu Mukhtar Contracting (Pvt) Ltd. New Garden Town, Lahore (Roshan Packages (Pvt) Limited, S.I.E.) Reference # CED/TFL 21442 (Engr. Affifa Akram) Dated: 05-08-2015 Reference of the request letter# BML/GM/ROSHAN PACKAGES/461Dated: 04-08-2015 Bend Test Report (Page -2/2) Date of Test Gauge length Description 06-08-2015 8 inches Deformed Steel Bar Bend Test as per ASTM-A615 Bend Test #3 Bar Bend Test Through 180º is Satisfactory Note: one sample for bend test 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To, M/S Sukh Chayn Gardens (Pvt) Ltd. 25-Km Multan Road, Lahore Reference # CED/TFL 21443 (Engr. Rehan) Reference of the request letter# SCG/ComB/ST/04 Tension Test Report (Page -1/1) Breaking Load Actual (inch) Nominal Actual (kg) Nominal Actual Nominal Actual (inch) 1 0.374 3/8 0.374 0.11 0.110 4700 5600 94200 94120 112300 112200 0.40 5.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Yield Stress (psi) Ultimate Stress (psi) Note: only two samples for tensile and one sample for bend test Bend Test 3/8" Dia Bar Bend Test Through 180º is Satisfactory 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples Remarks Yield load Nominal (inch) (kg) Area (in2) % Elongation Diameter/ size Sr. No. Weight Elongation 06-08-2015 8 inches Deformed Steel Bar Tensile and Bend Test as per ASTM-A615 (lbs/ft) Date of Test Gauge length Description Dated: 05-08-2015 Dated: 04-08-2015 STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To, M/S S.J Steel Re-Rolling Mills Lahore Reference # CED/TFL 21444 (Engr. Rehan) Reference of the request letter# Nil Tension Test Report (Page -1/1) Breaking Load Actual (inch) Nominal Actual (kg) Nominal Actual Nominal Actual (inch) 1 0.387 3 0.381 0.11 0.114 3600 5250 72200 69760 105200 101800 1.00 12.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Yield Stress (psi) Ultimate Stress (psi) Note: only one sample for tensile and one sample for bend test Bend Test #3 Bar Bend Test Through 180º is Satisfactory 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples Remarks Yield load Nominal (#) (kg) Area (in2) % Elongation Diameter/ size Sr. No. Weight Elongation 05-08-2015 8 inches Deformed Steel Bar Tensile and Bend Test as per ASTM-A615 (lbs/ft) Date of Test Gauge length Description Dated: 05-08-2015 Dated: 04-08-2015 STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To M/S Defence Housing Scheme Lahore Cantt (Construction of SDS at Sector-V DHA Ph-VIII (M/s Inland Const. Co.) Reference # CED/TFL 21445 (Dr. Asif) Reference of the request letter # 408/241/E/Lab/362 Dated: 05-08-2015 Dated: 01-07-2015 Pressure Test (Page – 1/1) Date of Test 05-08-2015 Description GRP Pipe Pressure Test Sr. No. Diameter (inch) Pressure Applied (Bar) Results 1 28 12 OK - - - - - - - - - - - - - - - - Only one Sample for Test 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To, M/S Relacom Pakistan Pvt Ltd Shahrah Faisal, Karachi ((Site ID # LMIR02) Reference # CED/TFL 21446 (Engr. Rehan) Reference of the request letter# 01 Tension Test Report (Page -1/2) Breaking Load Actual (inch) Nominal Actual (kg) Nominal Actual Nominal Actual (inch) 1 0.365 10 0.369 0.11 0.107 3000 4600 60200 61680 92200 94600 1.20 15.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Yield Stress (psi) Ultimate Stress (psi) Note: only one sample for tensile and one sample for bend test Bend Test 10mm Dia Bar Bend Test Through 180º is Satisfactory 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples Remarks Yield load Nominal (mm) (kg) Area (in2) % Elongation Diameter/ size Sr. No. Weight Elongation 06-08-2015 8 inches Deformed Steel Bar Tensile and Bend Test as per ASTM-A615 (lbs/ft) Date of Test Gauge length Description Dated: 05-08-2015 Dated: 05-08-2015 STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To, M/S Relacom Pakistan Pvt Ltd Shahrah Faisal, Karachi ((Site ID # LBMR12) Reference # CED/TFL 21446 (Engr. Rehan) Reference of the request letter# 01 Tension Test Report (Page -1/2) Breaking Load Actual (inch) Nominal Actual (kg) Nominal Actual Nominal Actual (inch) 1 0.358 10 0.366 0.11 0.105 3000 4600 60200 62810 92200 96300 1.30 16.3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Yield Stress (psi) Ultimate Stress (psi) Note: only one sample for tensile and one sample for bend test Bend Test 10mm Dia Bar Bend Test Through 180º is Satisfactory 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples Remarks Yield load Nominal (mm) (kg) Area (in2) % Elongation Diameter/ size Sr. No. Weight Elongation 06-08-2015 8 inches Deformed Steel Bar Tensile and Bend Test as per ASTM-A615 (lbs/ft) Date of Test Gauge length Description Dated: 05-08-2015 Dated: 05-08-2015 STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To, Resident Engineer, JICA AKERRRP, NESPAK Mansehra Reference # CED/TFL 21447 (Dr. Asif) Reference of the request letter # 3418/IUK/02/306 Tension Test Report (Page – 1/4) Nominal Weight Measured weight Yield strength clause (6.3) Breaking strength clause (6.2) (mm) (kg/km) (kg/km) (kg) (kg) E, GPa Remarks / Coil No. 1 12.70 (1/2”) 775.0 789.0 17800 19900 199 >3.50 xx 2 12.70 (1/2”) 775.0 789.0 17900 20300 198 >3.50 xx 3 12.70 (1/2”) 775.0 787.0 17500 19700 199 >3.50 xx - - - - - - - - - - - - - - - - - - Sr. No. Nominal Diameter % Elongation 07-08-2015 640 mm Steel Strand Tensile Test as per ASTM A-416-94a Young’s Modulus of Elasticity Date of Test Gauge length Description Dated: 05-08-2015 Dated: 03-08-2015 Only three samples 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 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To, Resident Engineer, JICA AKERRRP, NESPAK Mansehra Reference # CED/TFL 21447 (Dr. Asif) Reference of the request letter # 3418/IUK/02/306 Dated: 05-08-2015 Dated: 03-08-2015 Graph (Page – 2/4) Stress Strain Relation -- Specimen No. W 1 300000 Stress (psi) 250000 200000 150000 100000 50000 0 0 0.2 0.4 0.6 0.8 Strain (% ) 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples 1 STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To, Resident Engineer, JICA AKERRRP, NESPAK Mansehra Reference # CED/TFL 21447 (Dr. Asif) Reference of the request letter # 3418/IUK/02/306 Dated: 05-08-2015 Dated: 03-08-2015 Graph (Page – 3/4) Stress Strain Relation -- Specimen No. W 2 300000 Stress (psi) 250000 200000 150000 100000 50000 0 0 0.2 0.4 0.6 0.8 Strain (% ) 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples 1 STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To, Resident Engineer, JICA AKERRRP, NESPAK Mansehra Reference # CED/TFL 21447 (Dr. Asif) Reference of the request letter # 3418/IUK/02/306 Dated: 05-08-2015 Dated: 03-08-2015 Graph (Page – 4/4) Stress Strain Relation -- Specimen No. W 3 300000 Stress (psi) 250000 200000 150000 100000 50000 0 0 0.2 0.4 0.6 0.8 Strain (% ) 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples 1 STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 To, M/S S.J Steel Re-Rolling Mills Lahore (AFCO Steel) Reference # CED/TFL 21448 (Engr. Rehan) Reference of the request letter# Nil Tension Test Report (Page -1/1) Breaking Load Actual (inch) Nominal Actual (kg) Nominal Actual Nominal Actual (inch) 1 0.378 3 0.376 0.11 0.111 4600 5900 92200 91340 118300 117200 1.00 12.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Yield Stress (psi) Ultimate Stress (psi) Note: only one sample for tensile and one sample for bend test Bend Test #3 Bar Bend Test Through 180º is Satisfactory 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. 3Sealed sample / Unsealed sample / Marked sample/Signed Samples Remarks Yield load Nominal (#) (kg) Area (in2) % Elongation Diameter/ size Sr. No. Weight Elongation 06-08-2015 8 inches Deformed Steel Bar Tensile and Bend Test as per ASTM-A615 (lbs/ft) Date of Test Gauge length Description Dated: 05-08-2015 Dated: 05-08-2015
