Wps Aten
Wps Aten
REPORT NO
SUBJECT Lab 2: Preparation of WPS for carbon steel by GMAW
PROJECT 4th year Mechanical Engineering WELDER NAME
CONTRACTOR N/A I/C NO
CLIENT UITM
REF. STANDARD AWSD1.1 I/C NO
WPS NO. UITM-WPS-13-03 POSITION
PQR NO. UITM-PQR-13-03 WELDING DATE
WQT NO. UITM-WQT-13-03
MATERIAL A B WELDING
BASE METAL TYPE Plate Plate PROCESS
MATERIAL C. Steel C. Steel POLARITY
SPECIFICATIONS A36 A36 CONSUMABLE
SIZE ( IN or mm ) 180 X 40 180 X 40 TYPE
HEAT NO. N/A N/A FLUX
THICKNESS (mm) 6.0 6.0 Flux code
DIAMETER (mm) N/A N/A SPECIFICATIONS
SFA
Tensile strength psi 42000 42000
Weld Joint V Butt SIZE (mm)
Groove angle 60 TRADE NAME
Root face 2.0 BRAND
Root gap 2.0 SHIELDING GAS
Weld Pass 2 FLOWRATE (l/min)
Preheat N/A N/A
Interpass N/A N/A
PWHT N/A N/A
Stress Relief N/A N/A
Write the name
and IC
If the thickness
is 6mm
1G Flat TYPE 6 here
DON’T PRINT THIS PAGE
A B
GMAW GMAW
DCRP DCRP
Welding location
60 deg
cap
t=8 root
100mm
2.0mm 1.0mm
300mm
Pass No: 1 2
Root Cap
Welding Process GMAW GMAW
Electrode Type Solid Wire Solid Wire
Filler Metal AWS No ER70S ER70S
SFA No A5.18 A5.18
Dia. (mm) 0.8 0.8
Current Polarity DCRP DCRP
Amp. (A) 130-150 130-150
Arc Voltage Volt (V) 15-28 15-28
Speed (mm/sec) 2-8 2-8
Direction Flat Flat
Temperature N/A N/A
Heat input N/A N/A
Contractor Third Party Owner
Date 30-4-13
Universiti ITM
40000 Shah Alam
Welding location
Pass No:
Welding Process
Electrode Type
Filler Metal AWS No
SFA No
Dia. (mm)
Current Polarity
Amp. (A)
Arc Voltage Volt (V)
Speed (cm/min)
Direction
Temperature
Heat input
Contractor Third Party Owner
Date
Universiti ITM
40000 Shah Alam
WELDING RECORD
WPS No: UITM-WPS-13-03
PQR No: UITM-PQR-13-03
Applicable Code AWSD1.1
1 Process Process 1 GMAW Process 2 GMAW
2 Material Side 1 C. Steel Spec A36
Side 2 C. Steel Spec A36
Specified Min. Tensile Strength 42,000 psi
3 Size Side 1 Diameter N/A Thickness 6.0 mm
Side 2 Diameter N/A Thickness 6.0 mm
4 Joint Design V Butt
5 Pass (Single / Multiple) Multiple
6 Position 1G Fixed
7 Direction of Welding Root Pass Flat
Other Pass Flat
8 Time lapse between pass Maximum 10 min
9 Type of Line up clamp N/A
10 Removal of Line-up Clamp N/A
11 Cleaning Power brush
13 Heat Treatment Preheat Type N/A Temperature N/A deg C
Interpass Type N/A Temperature N/A deg C
PWHT Type N/A Temperature N/A deg C
Stress Relief Type N/A Temperature N/A deg C
14 Shielding Gas Root Pass CO2 Flowrate 25 (l/min)
Other pass CO2 Flowrate 25 (l/min)
15 Shielding Flux Root Pass -- Code no --
Other pass -- Code no --
16 Consumable type Root Pass Solid Wire Code no ER70S Diameter 0.8 mm
Other Pass Solid Wire Code no ER70S Diameter 0.8 mm
17 Range of Travel Speed Root Pass cm/min
Other Pass cm/min
Welding location
60 deg
cap
t=8 root
100mm
2,0mm 1.0mm
300mm
Pass No: 1 2
Root Cap
Welding Process GMAW GMAW
Electrode Type Solid Wire Solid Wire
Filler Metal AWS No ER70S ER70S
SFA No A5.18 A5.18 Write the
0.8 0.8 welding data
Dia. (mm)
here
Current Polarity DCRP DCRP
Amp. (A)
Arc Voltage Volt (V)
Length mm
Calculate the
Time sec
speed
Speed (mm/sec)
Direction
Weight gm
Deposit gm
Temperature Calculate the
Heat input HI here
Contractor Third Party Owner
Date
VISUAL INSPECTION REPORT
DESIGN Position 1G
Direction Flat
Groove angle 60
100mm
Root gap 2
Root face 2
300mm
DATE
DYE PENETRATION TEST REPORT
Number 1
Joint Type V Butt
JOINT Pass
DESIGN Position 1G
Direction Flat
Groove angle 60
Root gap 2
Root face 2
RESULT Evaluation
Remarks
INSPECTOR
DATE
TEST REPORT
el by GMAW
ZAINI RUKAINI BIN ROSLI
890126-04-5245
1G
A B
GMAW GMAW
DCRP DCRP
0.8 0.8
MG1 MG1
Southern Southern
CO2 CO2
25 25
RADIOGRAPHY TEST REPORT
REPORT NO UITM-X-13-03
SUBJECT Lab 2: Preparation of WPS for carbon steel by GMAW
PROJECT 4th year Mechanical Engineering WELDER NAME ZAINI RUKAINI BIN ROSLI
CONTRACTOR N/A I/C NO 890126-04-5245
CLIENT UITM
REF. STANDARD AWSD1.1
WPS NO. UITM-WPS-13-03 POSITION 1G
UITM-PQR-13-03 WELDING DATE
UITM-WQT-13-03
MATERIAL A B WELDING A B
BASE METAL TYPE Plate Plate PROCESS GMAW GMAW
MATERIAL C. Steel C. Steel POLARITY DCRP DCRP
SPECIFICATIONS A36 A36 CONSUMABLE
SIZE ( IN or mm ) 180 X 40 180 X 40 TYPE Solid Wire Solid Wire
HEAT NO. N/A N/A FLUX -- --
THICKNESS (mm) 6.0 6.0 SPECIFICATIONS ER70S ER70S
DIAMETER (mm) N/A N/A SFA A5.18 A5.18
1 Aa 1.0 mm Accepted
2 Ba 2 mm max Accepted
CONCLUSION Accepted
REPORT NO UITM-B-13-03
SUBJECT Lab 2: Preparation of WPS for carbon steel by GMAW
PROJECT 4th year Mechanical Engineering WELDER NAME ZAINI RUKAINI BIN ROSLI
CONTRACTOR N/A I/C NO 890126-04-5245
CLIENT UITM
REF. STANDARD AWSD1.1
WPS NO. UITM-WPS-13-03 POSITION 1G
UITM-PQR-13-03 WELDING DATE
UITM-WQT-13-03
MATERIAL A B WELDING A B
BASE METAL TYPE Plate Plate PROCESS GMAW GMAW
MATERIAL C. Steel C. Steel POLARITY DCRP DCRP
SPECIFICATIONS A36 A36 CONSUMABLE
SIZE ( IN or mm ) 180 X 40 180 X 40 TYPE Solid Wire Solid Wire
HEAT NO. N/A N/A FLUX -- --
THICKNESS (mm) 6.0 6.0 SPECIFICATIONS ER70S ER70S
DIAMETER (mm) N/A N/A SFA A5.18 A5.18
Coupon No
Root/Face/Side
Width mm
Bending Thickness mm
Test Former dia. mm
Bending angle
Inspection report
Result
Remarks
Approval
Test Date
FRACTURE & NICK BREAK
TEST REPORT
REPORT NO UITM-N-13-03
SUBJECT Lab 2: Preparation of WPS for carbon steel by GMAW
PROJECT 4th year Mechanical Engineering WELDER NAME ZAINI RUKAINI BIN ROSLI
CONTRACTOR N/A I/C NO 890126-04-5245
CLIENT UITM
REF. STANDARD AWSD1.1
WPS NO. UITM-WPS-13-03 POSITION 1G
UITM-PQR-13-03 WELDING DATE
UITM-WQT-13-03
MATERIAL A B WELDING A B
BASE METAL TYPE Plate Plate PROCESS GMAW GMAW
MATERIAL C. Steel C. Steel POLARITY DCRP DCRP
SPECIFICATIONS A36 A36 CONSUMABLE
SIZE ( IN or mm ) 180 X 40 180 X 40 TYPE Solid Wire Solid Wire
HEAT NO. N/A N/A FLUX -- --
THICKNESS (mm) 6.0 6.0 SPECIFICATIONS ER70S ER70S
DIAMETER (mm) N/A N/A SFA A5.18 A5.18
Type
Thickness mm
Fracture Width mm
Test Fracture Location
Inspection report
Result
Remarks
Result
Remarks
Approval
Test Date
TENSILE TEST REPORT
REPORT NO UITM-T-13-03
SUBJECT Lab 2: Preparation of WPS for carbon steel by GMAW
PROJECT 4th year Mechanical Engineering WELDER NAME ZAINI RUKAINI BIN ROSLI
CONTRACTOR N/A I/C NO 890126-04-5245
CLIENT UITM
REF. STANDARD AWSD1.1
WPS NO. UITM-WPS-13-03 POSITION 1G
UITM-PQR-13-03 WELDING DATE
UITM-WQT-13-03
MATERIAL A B WELDING A B
BASE METAL TYPE Plate Plate PROCESS GMAW GMAW
MATERIAL C. Steel C. Steel POLARITY DCRP DCRP
SPECIFICATIONS A36 A36 CONSUMABLE
SIZE ( IN or mm ) 180 X 40 180 X 40 TYPE Solid Wire Solid Wire
HEAT NO. N/A N/A FLUX -- --
THICKNESS (mm) 6.0 6.0 SPECIFICATIONS ER70S ER70S
DIAMETER (mm) N/A N/A SFA A5.18 A5.18
Result FAILED
REMARKS Rejected according to the requirement of AWS D1.1
Approval
Test Date
MACRO ETCHING TEST REPORT
REPORT NO UITM-M-13-03
SUBJECT Lab 2: Preparation of WPS for carbon steel by GMAW
PROJECT 4th year Mechanical Engineering WELDER NAME ZAINI RUKAINI BIN ROSLI
CONTRACTOR N/A I/C NO 890126-04-5245
CLIENT UITM
REF. STANDARD AWSD1.1
WPS NO. UITM-WPS-13-03 POSITION 1G
UITM-PQR-13-03 WELDING DATE
UITM-WQT-13-03
MATERIAL A B WELDING A B
BASE METAL TYPE Plate Plate PROCESS GMAW GMAW
MATERIAL C. Steel C. Steel POLARITY DCRP DCRP
SPECIFICATIONS A36 A36 CONSUMABLE
SIZE ( IN or mm ) 180 X 40 180 X 40 TYPE Solid Wire Solid Wire
HEAT NO. N/A N/A FLUX -- --
THICKNESS (mm) 6.0 6.0 SPECIFICATIONS ER70S ER70S
DIAMETER (mm) N/A N/A SFA A5.18 A5.18
cap
Photo
root
Coupon No. 1
STANDARD REQUIREMENT MEASURE REPORT RESULT
AWSD1.1 (mm)
ROOT Full fusion FULL
MACROGRAPH LEG size (V)(mm) N/A
INSPECTION Leg siz (mm) N/A
THROAT (mm) > Thickness YES
REPORT SURFACE ContourEVEN YES
Crack (mm) NIL NIL
Undercu (mm) Max 0.8mm NIL
Convexi (mm) Max 2.4 mm YES
Inclusion / Cavit Max 2.4 mm NIL
Surface defects Max 1.6 mm --
DATE
MATERIAL COMPOSITION REPORT
REPORT NO UITM-C-13-03
SUBJECT Lab 2: Preparation of WPS for carbon steel by GMAW
PROJECT 4th year Mechanical Engineering WELDER NAME ZAINI RUKAINI BIN ROSLI
CONTRACTOR N/A I/C NO 890126-04-5245
CLIENT UITM
REF. STANDARD AWSD1.1
WPS NO. UITM-WPS-13-03 POSITION 1G
UITM-PQR-13-03 WELDING DATE
UITM-WQT-13-03
MATERIAL A B WELDING A B
BASE METAL TYPE Plate Plate PROCESS GMAW GMAW
MATERIAL C. Steel C. Steel POLARITY DCRP DCRP
SPECIFICATIONS A36 A36 CONSUMABLE
SIZE ( IN or mm ) 180 X 40 180 X 40 TYPE Solid Wire Solid Wire
HEAT NO. N/A N/A FLUX -- --
THICKNESS (mm) 6.0 6.0 SPECIFICATIONS ER70S ER70S
DIAMETER (mm) N/A N/A SFA A5.18 A5.18
Coupon No. 1
ELEMENT % % ELEMENT % %
SPOT 1 (Weld) SPOT 2 (Base) SPOT 1 (Weld) SPOT 2 (Base)
C 0.103 V 0.027
Si 0.540 W
MATERIAL Mn 0.850 Pb
P 0.004 Mg
COMPOSITION S 0.013 B
Cr 0.067 Sn 0.006
Ni 0.063 Zn
Mo 0.071 As
Al 0.026 Bi
Cu 0.218 Ca
Co 0.007 Ce
Ti Zr
Nb 0.003 Fe 98.100
RESULT Evaluation
Remarks Accepted according to the requirement of AWSD1.1
INSPECTOR
DATE
HARDNESS TEST REPORT
REPORT NO UITM-H-13-03
SUBJECT Lab 2: Preparation of WPS for carbon steel by GMAW
PROJECT 4th year Mechanical Engineering WELDER NAME ZAINI RUKAINI BIN ROSLI
CONTRACTOR N/A I/C NO 890126-04-5245
CLIENT UITM
REF. STANDARD AWSD1.1
WPS NO. UITM-WPS-13-03 POSITION 1G
UITM-PQR-13-03 WELDING DATE
UITM-WQT-13-03
MATERIAL A B WELDING A B
BASE METAL TYPE Plate Plate PROCESS GMAW GMAW
MATERIAL C. Steel C. Steel POLARITY DCRP DCRP
SPECIFICATIONS A36 A36 CONSUMABLE
SIZE ( IN or mm ) 180 X 40 180 X 40 TYPE Solid Wire Solid Wire
HEAT NO. N/A N/A FLUX -- --
THICKNESS (mm) 6.0 6.0 SPECIFICATIONS ER70S ER70S
DIAMETER (mm) N/A N/A SFA A5.18 A5.18
LOCATION
INSPECTOR
DATE
IMPACT TEST REPORT
REPORT NO UITM-I-13-03
SUBJECT Lab 2: Preparation of WPS for carbon steel by GMAW
PROJECT 4th year Mechanical Engineering WELDER NAME
CONTRACTOR N/A I/C NO
CLIENT UITM
REF. STANDARD AWSD1.1
WPS NO. UITM-WPS-13-03 POSITION
UITM-PQR-13-03 WELDING DATE
UITM-WQT-13-03
MATERIAL A B WELDING
BASE METAL TYPE Plate Plate PROCESS
MATERIAL C. Steel C. Steel POLARITY
SPECIFICATIONS A36 A36 CONSUMABLE
SIZE ( IN or mm ) 180 X 40 180 X 40 TYPE
HEAT NO. N/A N/A FLUX
THICKNESS (mm) 6.0 6.0 SPECIFICATIONS
DIAMETER (mm) N/A N/A SFA
SIZE (mm)
TRADE NAME
BRAND
SHIELDING GAS
FLOWRATE
Joint Type V Butt
JOINT Pass 2
DESIGN Position 1G
Direction Flat
Groove angle 60
Root gap 2
Root face 2
HIGHEST VALUE 51
LOCATION BM
REMARKS
INSPECTOR
DATE
by GMAW
ZAINI RUKAINI BIN ROSLI
890126-04-5245
1G
A B
GMAW GMAW
DCRP DCRP
0.8 0.8
MG1 MG1
Southern Southern
CO2 CO2
25 25
Welding location
Pass No: 1 2
Root Cap
Welding Process GMAW GMAW
Electrode Type Solid Wire Solid Wire
Filler Metal AWS No ER70S ER70S
SFA No A5.18 A5.18
Dia. (mm) 0.8 0.8
Current Polarity DCRP DCRP
Amp. (A) 140 140
Arc Voltage Volt (V) 20 20
Speed (mm/sec) 2.7 2.7
Direction Flat Flat
Temperature N/A N/A
Heat input 1.04 1.04
Contractor Inspector Witness
Date
Universiti ITM
40000 Shah Alam
REFERENCE REMARKS
We certify that the statement in this record are correct and that the welds were prepared, welded
and tested in accordance with the requirrement of AWSD1.1
WITNESS APPROVED BY
Universiti ITM
40000 Shah Alam
Welding location
Pass No: 1 2 3
Root Cap
Welding process GMAW GMAW
Electrode Type Solid Wire Solid Wire
Filler Metal AWS No ER70S ER70S
SFA No A5.18 A5.18
Dia. (mm) 0.8 0.8
Current Polarity DCRP DCRP
Amp. (A) 130-150 130-150
Arc Voltage Volt (V) 15-28 15-28
Travel Speed (mm/sec) 2- 6 2- 6
Direction Flat Flat
Contractor Third Party Witness
Date
Universiti ITM
40000 Shah Alam
Welding location
Pass No: 1 2
Root Cap
Welding Process GMAW GMAW
Electrode Type Solid Wire Solid Wire
Filler Metal AWS No ER70S ER70S
SFA No A5.18 A5.18
Dia. (mm) 0.8 0.8
Current Polarity DCRP DCRP
Amp. (A) 130-150 130-150
Arc Voltage Volt (V) 15-28 15-28
Speed (mm/sec) 2- 6 2- 6
Direction Flat Flat
Temperature N/A N/A
Heat input N/A N/A
Contractor Third Party Owner
Date
CONTENT OF PROJECT REPORT
a) Content of report
b) List of figures, photos, diagram, tables
1.1 Introduction
1.1.1 Procedure of developing a WPS
Process of development:
PWPS, selection, preparation, training, welding, VI, NDT, DT= (FF,M,H), PQR, WQTR, WPS
1.1.6 Documentation
o Documentation of PWPS, Material test report, Weld records, VI, NDT, DT (FF, M, H)
o Documentation of PQR, WQTR, WPS.
1.2 Required information
1.2.1 The importance of PWPS
Reduce risk of trial and error
Starting the development of WPS based on the advice from expert
90 deg angle
Electrode arc directly above the molten pool
Medium penetration, medium reinforcement
Trailing angle
Electrode arc pushes molten pool against the weld deposit
Deeper penetration, higher reinforcement profile
Place this in
Lab report
DCEN
AC
DCEP AC DCEN
Step by step details, show the heat transfer, distortion profile etc
Photo of machine Photo of coupons Table of element Table of element Material Report
(Base metal ) (weld metal) (Mini)
Joint design
Joint design:
Size: Length of weld
Groove angle _____, ___ bevel angle_____,
Root Gap_N/A____ Root Face__n/a_
Fillet angle__N/A___ Desired leg size__N/A___
Desired passes_________
Describe VI Inspect all weld surface for defects; indicate the position and length/ value
o Surface imperfection -under cut, crack, surface slag, lack of fusion
o surface profile- under-fill, reinforcement height, misalignment, surface quality,
spatter, arc strike, tool marks, bead quality, linearity,
uniformity of height
o root quality - root penetration and lack of foot fusion, excess penetration
o leg size and throat (for fillet)
o Arc stop and start, bead profile, crater quality,
Discussion: Welding failed due to deep undercut, LOP exceed 25mm allowed by code
Result : Welding is rejected according to the requirement of AWS D1.1
Photo of VI report
finished weld
AWS D1.1 – visual
inspection requirements
Process NDT Inspect all weld defects; indicate the position and length/ value
Discussion: Welding failed due to deep undercut, LOP exceed 25mm allowed by code
Result : Welding is rejected according to the requirement of AWS D1.1
DISTORTION records
Compare the distortion at edge of plate with dta from
OMITTED SYSweld
3.3 Destructive tests (fill form in software -& attach with report)
Discussion Failed
Result Rejected according to the requirement of --------
Table Photos
AWS D1.1 Preparation of Coupon - Bending in Result after Bend test
for Bending coupon Before progress bending report (mini)
test bending
Mark the centre-line of weld, root and face, location on the weldment,
gauge and identification
Measure the width, thickness or diameter, gauge length before testing
Testing of DT
Clamp securely on tensile testing machine, pull to fracture
Record the graph of Stress and strain / Force vs elongation
3.3.3 Nick break = preparation, size, quality required by code, machine, observation, photo,
test report, remarks & conclusion
Description Creation of fracture in the weld metal by nick break
Observe and evaluate the flaws in weld metal according to code of practice
3.3.4 Macro = preparation, size, quality required by code, machine, observation, photo,
test report, remarks & conclusion
Description of DT - Macrography
Weld macrography reveals the characteristic of weld metal, HAZ and the fusion boundary
Discussion
Root pass: Full penetration and fusion
Cap pass: Weld reinforcement < 1.6mm, toe no undercut
Result
Acceptable acording to the requirement of AWS D1.1
Photo of DT coupons in the process of preparing, testing and result
3.3.5 Hardness = preparation, size, quality required by code, machine, observation, photo,
test report, remarks & conclusion
Description of DT -
To determine the hardness profile across weldment
High hardness means poor ductility and crack sensitveness
Best condition is smooth hardness profile, without high hardness peak
The preparation of DT coupons
Same preparation as macro-structure etching
Testing of DT
Apply constant load on region of weldment, hard = small indentation, soft= bigger indentation
Read hardness value from respective table
Discussion
Hardness range acceptable for good fabrication application, absence of high hardness peak
Maximum hardness: 175hv, well below 300hv maximum permitted
Result
Acceptable acording to the requirement of AWS D1.1
Description of DT -
Arc strike on metal will release light frequency for every individual element
By analysing the intensity of the light frequency, it can be proportioned to the composition
ratio of that element
Testing of DT
Placed on the machine at the specific window for arc strike, at specific duration
The arc spectometry will be converted to individual elemental composition
Machine will display the elemental content in a simple table
The observation on DT coupon
The unique property of weld metal is the composition of the carbon, silicon and manganese etc
The unique property of base metal is the composition of the carbon, silicon and manganese etc
Discussion
The elemental content of bath sample fall within the acceptable range
Selection is aceptable for fabrication purpose
Result
Electrode composition complied to the requirement of AWS D1.1
Display spectometry report (mini)
Testing of DT
Impact test at 0 degC and - 20 decC
Discussion
Highest strength at weld metal = XXX (example)
Result
Weld metal is superior in strength than base metal
7.0 Appendix
Display WPS/ PWPS, VI, NDT, DT, X-ray spec,
Reference Plagrism is NOT tolerated
8.0 Reference
Group report = Submit draft for correction, before final hard copy and soft copy
Individual must fill up data in individual report, before proceeding to next activity
All data to be filled while in the laboratory, NO home work
All figures, photos, diagrams, tables = must have a title and fig. no
1.1 Introduction
1.1.1 Procedure of developing a WPS
Develop the PWPS
1.1.5 Documentation
1.2 Required information
The limitation
The applications
Photo Accessories
System drawing
5
1.3.3 Estimate the weld deposition by calculation
1
Area of 1 2
4
3
Area of 2
Area of 3
Area of 4
Area of 5
Total cross-section area
Length
Total volume
Density of steel
Total weight of deposit
Welding time
Deposition rate
Measured weight of deposit
Weight of wire / electrode
Weight of wire / electrode consumed
Deposition efficiency
90 deg angle
Trailing angle
DCEN
AC
1.3.7 Significance of welding current
Video
Distortion profile outome
Diagram
Detailed of programming
Robotic performance
1.4 CUTTING process
The advantages
The limitation
The applications
Diagram
Photo Accessories
2.0 METHODOLOGY
COUPON 1 COUPON 2
Preparation of coupon
Same method as in
Test procedure Lab repsrt
Table of element
(Base metal )
Size:
Preparations of coupon
60 deg
1.0mm 2mm
Photo of
Photo of Photo of Photo
machining
measuring tools cutting others
Photo Photo
electrodes/ Shield gas
wire
2.1.9 Welding conditions: (Refer to PWPS)
Measurement n
instrument
Photo
Safetyaccessorie
s
Description
Inspection tools
Evaluation code
Evaluation of welding based on code
No Name of flaw Position of flaw Size Size allowed by Code
1
2
3
Discussion:
Result :
Process NDT Inspect all weld defects; indicate the position and length/ value
Discussion:
Result :
Destructive tests location (fill form in software -& attach with report)
Description
Preparation
Testing
Report
Code
Defect Location Length Result
Result / conclusion
Testing of DT
Discussion
Result
Preparation od DT
Testing of DT
Report
Result / conclusion
Description
Preparation od DT
Testing of DT
Report
Result / conclusion
Macro report
AWS D1.1 Preparation Coupon Etching (mini)
code on of coupon polishing process
Macro -cuttinf
3.3.5 Hardness test (use the macro test piece)
Description
Testing
Discussion
Result
Description of DT -
Testing of DT
Discussion
Result
Description of DT -
Testing of DT
Discussion
Result
Charpy Report
(Mini)
Evaluation report
Report no Result
1 PWPS
2 Arc spectrometry test report
3 Viisual inspection report
4 Radiography test report
5 Bend test report
6 Nick break test report
7 Tensile test report
8 Macro etching report
9 Hardness test report
10 Impact test report
11 PQR
12 WQT
13 WPS
WPS
WQT
PQR Mini copy of reports
Charpy
Hardness
Macro
Tensile
Nick break
Bending
Radiography
Visual
Arc spectro
Record
PWPS
5.0 Project performance ORIGINAL PROJECT SCHEDULE
DATE TIME
No ACTIVITIES Start Finish Time
1 Search material, handle and measure
2 Prepare and cutting of weld coupon
3 Machining / milling of bevel
4 Assembly of weld joint
5 Weighing of test coupon (before welding)
14 Cutting DT coupons
15 Preparing for beding test
16 Bending test
17 Preparing for nick break test
18 Nick break test
19 Preparing for tensile test
20 Tensile test
21 Preparing macro test
22 Macro test
23 Hardness test
24 Preparing for charpy coupons
25 Charpy impact test
26 Preparing WQT reoirt
27 Preeparing PQR report
28 Preparing WPS report
29 Final documentation
TOTAL
The project CHART
7.0 APPENDIX
Full page copy of PWPS
Arc spectrometry test report
Viisual inspection report
Radiography test report
Bend test report
Nick break test report
Tensile test report
Macro etching report
Hardness test report
Impact test report
PQR
WQT
WPS
8.0 Reference
5.0 Performance evaluation ORIGINAL PROJECT SCHEDULE
DATE TIME
No ACTIVITIES Start Finish Time
14 Cutting DT coupons
15 Preparing for bending test
16 Bending test Report
17 Preparing for nick break test
18 Nick break test Report
19 Preparing for tensile test
20 Tensile test Report
21 Preparing macro test
22 Macro test Report
23 Hardness test Report
24 Preparing for charpy coupons
25 Charpy impact test Report
26 Preparing WQT reoirt Report
27 Preeparing PQR report Report
28 Preparing WPS report Report
TOTAL
HEDULE
1 2 3 4 5
6 7 8 9 1 0 1 1 1 2
1 3 1 4