-
7/27/2019 Jaime Trejo Woq
1/39
6515 Somerset Blvd .
Paramount, CA 90723
562-634-0503 Offi ce
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Procedure Specification No. Rev Date
Welding Process(es) GMAW Type Semi-automatic
Mode of Transfer for GMAW
Record Actual Values
Used in Qualification Qualification Range
Variables
Joint
Joint Type
Backing Material Type
Groove Welded from:
one side or both sides
Base Metal
Material Specification
Sheet Steel
Supporting Steel
Sheet Thickness
Groove
Fillet
Arc Plug
Arc Spot
Arc Seam
Coating(s)
Type Galvan ized same and/or no coat ing Thickness
Position
Groove
Fillet F, H
Arc Plug
Arc Spot
Arc Seam
Gas A rg 75% -CO2 25% an y combi nat io n of Ar -CO2
Electrode
Size 0.035"
Group Designation 6 6
Specimen 1 PASS Specimen 2 PASS
Appearance UNIFORM Cracks NONE Undercut NONE
Reinforcement N/A Diam of Arc Nugget N/A
Test Conducted By Signature
CWI No.
Laboratory Test No. FIELD Date of Test
The undersigned certify that the statements in this record are
correct and that the test welds were prepared and tested in
accordance with the requirements of 4.6 of ANSI/AWS D1.3-98,
Structural Welding Code-Sheet Steel.
Company WEST COAST WELDING Authorized By JESSE MEJIA
Caltrans Witness Date
sheet to suppor t steel
same or thicker
sheet to sheet
Joe Est rada
46 11/19/2007
Welder/Operator Qualification Test Record
Michel Valdiv ia
7111751
11/29/2007
Tee tee, Lap
A653 to A653
12 ga.
H
VISUAL EXAMINATION RESULTS
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
2/39
6515 Somerset Blvd .
Paramount, CA 90723
562-634-0503 Offi ce
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Procedure Specification No. Rev Date
Welding Process(es) GMAW Type Semi-automatic
Mode of Transfer for GMAW
Record Actual Values
Used in Qualification Qualification Range
Variables
Joint
Joint Type
Backing Material Type
Groove Welded from:
one side or both sides
Base Metal
Material Specification
Sheet Steel
Supporting Steel
Sheet Thickness
Groove
Fillet
Arc Plug
Arc Spot
Arc Seam
Coating(s)
Type Galvan ized same and/or no coat ing Thickness
Position
Groove
Fillet F, H
Arc Plug
Arc Spot
Arc Seam
Gas A rg 75% -CO2 25% an y combi nat io n of Ar -CO2
Electrode
Size 0.035"
Group Designation 6 6
Specimen 1 PASS Specimen 2 PASS
Appearance UNIFORM Cracks NONE Undercut NONE
Reinforcement N/A Diam of Arc Nugget N/A
Test Conducted By Signature
CWI No.
Laboratory Test No. FIELD Date of Test
The undersigned certify that the statements in this record are
correct and that the test welds were prepared and tested in
accordance with the requirements of 4.6 of ANSI/AWS D1.3-98,
Structural Welding Code-Sheet Steel.
Company WEST COAST WELDING Authorized By JESSE MEJIA
Caltrans Witness Date
Michel Valdiv ia
7111751
11/29/2007
Tee tee, Lap
A653 to A653
12 ga.
H
Leo Savoian
46 11/19/2007
Welder/Operator Qualification Test Record
VISUAL EXAMINATION RESULTS
sheet to suppor t steel
same or thicker
sheet to sheet
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
3/39
6515 Somerset Blvd .
Paramount, CA 90723
562-634-0503 Offi ce
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Procedure Specification No. Rev Date
Welding Process(es) GMAW Type Semi-automatic
Mode of Transfer for GMAW
Record Actual Values
Used in Qualification Qualification Range
Variables
Joint
Joint Type
Backing Material Type
Groove Welded from:
one side or both sides
Base Metal
Material Specification
Sheet Steel
Supporting Steel
Sheet Thickness
Groove
Fillet
Arc Plug
Arc Spot
Arc Seam
Coating(s)
Type Galvan ized same and/or no coat ing Thickness
Position
Groove
Fillet F, H
Arc Plug
Arc Spot
Arc Seam
Gas A rg 75% -CO2 25% an y combi nat io n of Ar -CO2
Electrode
Size 0.035"
Group Designation 6 6
Specimen 1 PASS Specimen 2 PASS
Appearance UNIFORM Cracks NONE Undercut NONE
Reinforcement N/A Diam of Arc Nugget N/A
Test Conducted By Signature
CWI No.
Laboratory Test No. FIELD Date of Test
The undersigned certify that the statements in this record are
correct and that the test welds were prepared and tested in
accordance with the requirements of 4.6 of ANSI/AWS D1.3-98,
Structural Welding Code-Sheet Steel.
Company WEST COAST WELDING Authorized By JESSE MEJIA
Caltrans Witness Date
sheet to suppor t steel
same or thicker
sheet to sheet
Char les Pr ince
46 11/19/2007
Welder/Operator Qualification Test Record
Michel Valdiv ia
7111751
11/29/2007
Tee tee, Lap
A653 to A653
12 ga.
H
VISUAL EXAMINATION RESULTS
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
4/39
6515 Somerset Blvd .
Paramount, CA 90723
562-634-0503 Offi ce
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Procedure Specification No. Rev Date
Welding Process(es) SMAW Type Manual
Mode of Transfer for GMAW N/A
Record Actual Values
Used in Qualification Qualification Range
Variables
Joint
Joint Type
Backing Material Type
Groove Welded from:
one side or both sides
Base Metal
Material Specification
Sheet Steel
Supporting Steel
Sheet Thickness
Groove
Fillet
Arc Plug
Arc Spot
Arc Seam
Coating(s)
Type Galvanized same and/or no coating Thickness
Position
Groove
Fillet H F, H
Arc Plug
Arc Spot
Arc Seam
Gas
Electrode
Size 1/8"
Group Designation 1 1
Specimen 1 PASS Specimen 2 PASS
Appearance UNIFORM Cracks NONE Undercut NONE
Reinforcement N/A Diam of Arc Nugget N/A
Test Conducted By Signature
CWI No.
Laboratory Test No. FIELD Date of Test
The undersigned certify that the statements in this record are
correct and that the test welds were prepared and tested in
accordance with the requirements of 4.6 of ANSI/AWS D1.3-98,
Structural Welding Code-Sheet Steel.
Company WEST COAST WELDING Authorized By JESSE MEJIA
Caltrans Witness Date
sheet to support steel
same or thicker
VISUAL EXAMINATION RESULTS
Leo Savoian
00045 11/19/2007
Welder/Operator Qualification Test Record
Michel Valdiv ia
7111751
11/29/2007
Tee tee, Lap
A653 to A653
12 ga.
sheet to sheet
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
5/39
6515 Somerset Blvd .
Paramount, CA 90723
562-634-0503 Off ice
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Procedure Specification No. Rev Date
Welding Process(es) SMAW Type Manual
Mode of Transfer for GMAW N/A
Record Actual Values
Used in Qualification Qualification Range
Variables
Joint
Joint Type
Backing Material Type
Groove Welded from:
one side or both sides
Base Metal
Material Specification
Sheet Steel
Supporting Steel
Sheet Thickness
Groove
Fillet
Arc Plug
Arc Spot
Arc Seam
Coating(s)
Type Galvanized same and/or no coating Thickness
Position
Groove
Fillet H F, H
Arc Plug
Arc Spot
Arc Seam
Gas
Electrode
Size 1/8"
Group Designation 1 1
Specimen 1 PASS Specimen 2 PASS
Appearance UNIFORM Cracks NONE Undercut NONE
Reinforcement N/A Diam of Arc Nugget N/A
Test Conducted By Signature
CWI No.
Laboratory Test No. FIELD Date of Test
The undersigned certify that the statements in this record are
correct and that the test welds were prepared and tested in
accordance with the requirements of 4.6 of ANSI/AWS D1.3-98,
Structural Welding Code-Sheet Steel.
Company WEST COAST WELDING Authorized By JESSE MEJIA
Caltrans Witness Date
Michel Valdiv ia
7111751
11/29/2007
Tee tee, Lap
A653 to A653
12 ga.
sheet to sheet
VISUAL EXAMINATION RESULTS
sheet to support steel
same or thicker
Charles Prince
00045 11/19/2007
Welder/Operator Qualification Test Record
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
6/39
6515 Somerset Blvd .
Paramoun t, CA 90723
562-634-0503 Offi ce
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Procedure Specification No. Rev Date
Welding Process(es) SMAW Type Manual
Mode of Transfer for GMAW N/A
Record Actual Values
Used in Qualification Qualification Range
Variables
Joint
Joint Type
Backing Material Type
Groove Welded from:
one side or both sides
Base Metal
Material Specification
Sheet Steel
Supporting Steel
Sheet Thickness
Groove
Fillet
Arc Plug
Arc Spot
Arc Seam
Coating(s)
Type Galvanized same and/or no coating Thickness
Position
Groove
Fillet H F, H
Arc Plug
Arc Spot
Arc Seam
Gas
Electrode
Size 1/8"
Group Designation 1 1
Specimen 1 PASS Specimen 2 PASS
Appearance UNIFORM Cracks NONE Undercut NONE
Reinforcement N/A Diam of Arc Nugget N/A
Test Conducted By Signature
CWI No.
Laboratory Test No. FIELD Date of Test
The undersigned certify that the statements in this record are
correct and that the test welds were prepared and tested in
accordance with the requirements of 4.6 of ANSI/AWS D1.3-98,
Structural Welding Code-Sheet Steel.
Company WEST COAST WELDING Authorized By JESSE MEJIA
Caltrans Witness Date
sheet to support steel
same or thicker
VISUAL EXAMINATION RESULTS
Dave Corley
45 11/19/2007
Welder/Operator Qualification Test Record
Michel Valdiv ia
7111751
11/29/2007
Tee tee, Lap
A653 to A653
12 ga.
sheet to sheet
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
7/39
6515 Somerset Blvd .
Paramount, CA 90723
562-634-0503 Offi ce
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Procedure Specification No. Rev Date
Welding Process(es) GMAW Type Semi-automatic
Mode of Transfer for GMAW
Record Actual Values
Used in Qualification Qualification Range
Variables
Joint
Joint Type
Backing Material Type
Groove Welded from:
one side or both sides
Base Metal
Material Specification
Sheet Steel
Supporting Steel
Sheet Thickness
Groove
Fillet
Arc Plug
Arc Spot
Arc Seam
Coating(s)
Type Galvan ized same and/or no coat ing Thickness
Position
Groove
Fillet F, H
Arc Plug
Arc Spot
Arc Seam
Gas A rg 75% -CO2 25% an y combi nat io n of Ar -CO2
Electrode
Size 0.035"
Group Designation 6 6
Specimen 1 PASS Specimen 2 PASS
Appearance UNIFORM Cracks NONE Undercut NONE
Reinforcement N/A Diam of Arc Nugget N/A
Test Conducted By Signature
CWI No.
Laboratory Test No. FIELD Date of Test
The undersigned certify that the statements in this record are
correct and that the test welds were prepared and tested in
accordance with the requirements of 4.6 of ANSI/AWS D1.3-98,
Structural Welding Code-Sheet Steel.
Company WEST COAST WELDING Authorized By JESSE MEJIA
Caltrans Witness Date
Michel Valdiv ia
7111751
11/29/2007
Tee tee, Lap
A653 to A653
12 ga.
H
Dave Corley
46 11/19/2007
Welder/Operator Qualification Test Record
VISUAL EXAMINATION RESULTS
sheet to suppor t steel
same or thicker
sheet to sheet
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
8/39
6515 Somerset Blv d.
Paramoun t, CA 90723
562-634-0503 Of fic e
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Process SMAW Type Manual
Position 3G VERTICAL UP
Welding Procedure Specification No. 3
Material Specification ASTM A-36 / 709, gr . 50
Joint thickness or Diameter/Wall thickness 1"
Thickness range this qualifies UNLIMITED
FILLER METAL
Specification no. A 5.1 Classification E-7018-H4R F no. 4
Backing YES
Filler metal diameter 1/8"
Flux / Gas NONE
VISUAL INSPECTION
Appearance Satisfactory Undercut None Piping porosity None
Guided Bend Test Results
Type Result Type Result
Side Pass
Side Pass
Test conducted by Arrow Inspection & Testing, Inc.
Laboratory test no. 109-07
per Victor Fonseca Test date
Fillet Test Results
Appearance N/A Fillet size N/A
Fracture test root penetration N/A Macroetch N/A
Test conducted by Laboratory test no.
per Test date
RADIOGRAPHIC TEST RESULTS
Film ID Results Remarks Film ID Results Remarks
Test witnessed by N/A Test no. N/A
per N/A Test date N/A
We, the undersigned, certify that the statements in this record
are correct and that the welds were prepared and tested
in accordance with the requirements of AASHTO/AWS D1.5, 2002
Bridge Welding Code.
Contractor WEST COAST WELDING
Authorized by JESSE MEJIA Date
Test witness Agency Date
Results reviewed Acceptance
12/5/2007
DAVE CORLEY
Welder/Operator Qualification Test Record
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
9/39
6515 Somerset Blv d.
Paramoun t, CA 90723
562-634-0503 Of fic e
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Process SMAW Type Manual
Position 4G OVERHEAD
Welding Procedure Specification No. 3
Material Specification ASTM A-36 / 709, gr . 50
Joint thickness or Diameter/Wall thickness 1"
Thickness range this qualifies UNLIMITED
FILLER METAL
Specification no. A 5.1 Classification E7018 F no. 4
Backing YES
Filler metal diameter 1/8"
Flux / Gas NONE
VISUAL INSPECTION
Appearance Satisfactory Undercut None Piping porosity None
Guided Bend Test Results
Type Result Type Result
Side Pass
Side Pass
Test conducted by Arrow Inspection & Testing, Inc.
Laboratory test no. 110-07
per Victor Fonseca Test date
Fillet Test Results
Appearance N/A Fillet size N/A
Fracture test root penetration N/A Macroetch N/A
Test conducted by Laboratory test no.
per Test date
RADIOGRAPHIC TEST RESULTS
Film ID Results Remarks Film ID Results Remarks
Test witnessed by N/A Test no. N/A
per N/A Test date N/A
We, the undersigned, certify that the statements in this record
are correct and that the welds were prepared and tested
in accordance with the requirements of AASHTO/AWS D1.5, 2002
Bridge Welding Code.
Contractor WEST COAST WELDING
Authorized by JESSE MEJIA Date
Test witness Agency Date
Results reviewed Acceptance
12/5/2007
DAVE CORLEY
Welder/Operator Qualification Test Record
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
10/39
6515 Somerset Blv d.
Paramoun t, CA 90723
562-634-0503 Of fic e
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Process SMAW Type Manual
Position 4G OVERHEAD
Welding Procedure Specification No. 3
Material Specification ASTM A-36 / 709, gr . 50
Joint thickness or Diameter/Wall thickness 1"
Thickness range this qualifies UNLIMITED
FILLER METAL
Specification no. A 5.1 Classification E7018 F no. 4
Backing YES
Filler metal diameter 1/8"
Flux / Gas NONE
VISUAL INSPECTION
Appearance Satisfactory Undercut None Piping porosity None
Guided Bend Test Results
Type Result Type Result
Side Pass
Side Pass
Test conducted by Arrow Inspection & Testing, Inc.
Laboratory test no. 106-07
per Victor Fonseca Test date
Fillet Test Results
Appearance N/A Fillet size N/A
Fracture test root penetration N/A Macroetch N/A
Test conducted by Laboratory test no.
per Test date
RADIOGRAPHIC TEST RESULTS
Film ID Results Remarks Film ID Results Remarks
Test witnessed by N/A Test no. N/A
per N/A Test date N/A
We, the undersigned, certify that the statements in this record
are correct and that the welds were prepared and tested
in accordance with the requirements of AASHTO/AWS D1.5, 2002
Bridge Welding Code.
Contractor WEST COAST WELDING
Authorized by JESSE MEJIA Date
Test witness Agency Date
Results reviewed Acceptance
12/5/2007
LEO SAVOIAN
Welder/Operator Qualification Test Record
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
11/39
6515 Somerset Blv d.
Paramoun t, CA 90723
562-634-0503 Of fic e
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Process SMAW Type Manual
Position 3G VERTICAL UP
Welding Procedure Specification No. 3
Material Specification ASTM A-36 / 709, gr . 50
Joint thickness or Diameter/Wall thickness 1"
Thickness range this qualifies UNLIMITED
FILLER METAL
Specification no. A 5.1 Classification E-7018-H4R F no. 4
Backing YES
Filler metal diameter 1/8"
Flux / Gas NONE
VISUAL INSPECTION
Appearance Satisfactory Undercut None Piping porosity None
Guided Bend Test Results
Type Result Type Result
Side Pass
Side Pass
Test conducted by Arrow Inspection & Testing, Inc.
Laboratory test no. 112-07
per Victor Fonseca Test date
Fillet Test Results
Appearance N/A Fillet size N/A
Fracture test root penetration N/A Macroetch N/A
Test conducted by Laboratory test no.
per Test date
RADIOGRAPHIC TEST RESULTS
Film ID Results Remarks Film ID Results Remarks
Test witnessed by N/A Test no. N/A
per N/A Test date N/A
We, the undersigned, certify that the statements in this record
are correct and that the welds were prepared and tested
in accordance with the requirements of AASHTO/AWS D1.5, 2002
Bridge Welding Code.
Contractor WEST COAST WELDING
Authorized by JESSE MEJIA Date
Test witness Agency Date
Results reviewed Acceptance
12/5/2007
LEO SAVOIAN
Welder/Operator Qualification Test Record
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
12/39
ARROW INSPECTION AND TESTING12631 E. Imperial Highway, Suite
A-114
Santa Fe Springs, CA 90670
Ph. 562-484-0344 Fax 562-484-3885
WelderWelding Process Manual Semiautomatic
Position
In accordance with procedure specification no.
Material Specification
Backing Range of thickness qualified
Specification no. Classification F. No.
Filler Metal Manufacturer Filler Metal Diameter
Appearance
Test Conducted by: Laboratory Test No.
By
Appearance Fillet SizeFracture test root penetration
Macroetch
Description of any crack
Test Conducted by: Laboratory Test No.
By
Test witnessed by Laboratory test No.
Per Test Date
We, the undersigned, certify that the statements in this record
are correct and that the welds, were preparedand tested in
accordance with the requirements of AASHTO/AWS D1.1, Structural
Steel Welding Code.
Test witness Agency
Results reviewed
Manufacturer or contractor
Authorized by
Result
Diameter and/or Thickness
Backing Material
Type Result Type
Date of Test
Date of Test
Film I.D.
Identification No.Machine
(Weld Progression)
Undercut Piping Porosity
Results Remarks
Date
Date
Welder/Operator Qualification Test
FILLER METAL
VISUAL INSPECTION
FILLER TEST RESULTS
Results RemarksFilm I.D.
-
7/27/2019 Jaime Trejo Woq
13/39
6515 Somerset Blv d.
Paramoun t, CA 90723
562-634-0503 Of fic e
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Process FCAW Type Semi-automatic
Position 3G VERTICAL UP
Welding Procedure Specification No. WCW-709-71T8-3G-06
Material Specification ASTM A-572 / 709, gr . 50
Joint thickness or Diameter/Wall thickness 1"
Thickness range this qualifies UNLIMITED
FILLER METAL
Specification no. A 5.20 Classification E71T-8 F no. 6
Backing YES
Filler metal diameter 0.072" L inco ln NR 232
Flux / Gas NONE
VISUAL INSPECTION
Appearance Satisfactory Undercut None Piping porosity None
Guided Bend Test Results
Type Result Type Result
Side Pass
Side Pass
Test conducted by Arrow Inspection & Testing, Inc.
Laboratory test no. 105-07
per Victor Fonseca Test date
Fillet Test Results
Appearance N/A Fillet size N/A
Fracture test root penetration N/A Macroetch N/A
Test conducted by Laboratory test no.
per Test date
RADIOGRAPHIC TEST RESULTS
Film ID Results Remarks Film ID Results Remarks
Test witnessed by N/A Test no. N/A
per N/A Test date N/A
We, the undersigned, certify that the statements in this record
are correct and that the welds were prepared and tested
in accordance with the requirements of AASHTO/AWS D1.5, 2002
Bridge Welding Code.
Contractor WEST COAST WELDING
Authorized by JESSE MEJIA Date
Test witness Agency Date
Results reviewed Acceptance
12/5/2007
DAVE CORLEY
Welder/Operator Qualification Test Record
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
14/39
6515 Somerset Blv d.
Paramoun t, CA 90723
562-634-0503 Of fic e
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Process FCAW Type Semi-automatic
Position 4G OVERHEAD
Welding Procedure Specification No. WCW-709-71T8-4G-06
Material Specification ASTM A-572 / 709, gr . 50
Joint thickness or Diameter/Wall thickness 1"
Thickness range this qualifies UNLIMITED
FILLER METAL
Specification no. A 5.20 Classification E71T-8 F no. 6
Backing YES
Filler metal diameter 0.072" NR 232 L inco ln
Flux / Gas NONE
VISUAL INSPECTION
Appearance Satisfactory Undercut None Piping porosity None
Guided Bend Test Results
Type Result Type Result
Side Pass
Side Pass
Test conducted by Arrow Inspection & Testing, Inc.
Laboratory test no. 105-07
per Victor Fonseca Test date
Fillet Test Results
Appearance N/A Fillet size N/A
Fracture test root penetration N/A Macroetch N/A
Test conducted by Laboratory test no.
per Test date
RADIOGRAPHIC TEST RESULTS
Film ID Results Remarks Film ID Results Remarks
Test witnessed by N/A Test no. N/A
per N/A Test date N/A
We, the undersigned, certify that the statements in this record
are correct and that the welds were prepared and tested
in accordance with the requirements of AASHTO/AWS D1.5, 2002
Bridge Welding Code.
Contractor WEST COAST WELDING
Authorized by JESSE MEJIA Date
Test witness Agency Date
Results reviewed Acceptance
12/5/2007
LEO SAVOIAN
Welder/Operator Qualification Test Record
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
15/39
6515 Somerset Blv d.
Paramoun t, CA 90723
562-634-0503 Of fic e
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Process FCAW Type Semi-automatic
Position 3G VERTICAL UP
Welding Procedure Specification No. WCW-709-71T8-3G-06
Material Specification ASTM A-572 / 709, gr . 50
Joint thickness or Diameter/Wall thickness 1"
Thickness range this qualifies UNLIMITED
FILLER METAL
Specification no. A 5.20 Classification E71T-8 F no. 6
Backing YES
Filler metal diameter 0.072" L inco ln NR 232
Flux / Gas NONE
VISUAL INSPECTION
Appearance Satisfactory Undercut None Piping porosity None
Guided Bend Test Results
Type Result Type Result
Side Pass
Side Pass
Test conducted by Arrow Inspection & Testing, Inc.
Laboratory test no. 105-07
per Victor Fonseca Test date
Fillet Test Results
Appearance N/A Fillet size N/A
Fracture test root penetration N/A Macroetch N/A
Test conducted by Laboratory test no.
per Test date
RADIOGRAPHIC TEST RESULTS
Film ID Results Remarks Film ID Results Remarks
Test witnessed by N/A Test no. N/A
per N/A Test date N/A
We, the undersigned, certify that the statements in this record
are correct and that the welds were prepared and tested
in accordance with the requirements of AASHTO/AWS D1.5, 2002
Bridge Welding Code.
Contractor WEST COAST WELDING
Authorized by JESSE MEJIA Date
Test witness Agency Date
Results reviewed Acceptance
12/5/2007
LEO SAVOIAN
Welder/Operator Qualification Test Record
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
16/39
6515 Somerset Blvd .
Paramo unt, CA 90723
562-634-0503 Of fice
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Procedure Specification No. Rev Date
Welding Process(es) GMAW Type Semi-automatic
Mode of Transfer for GMAW
Record Actual Values
Used in Qualification Qualification Range
Variables
Joint
Joint Type
Backing Material Type
Groove Welded from:
one side or both sides
Base Metal
Material Specification
Sheet Steel
Supporting Steel
Sheet Thickness
Groove
Fillet
Arc Plug
Arc Spot
Arc Seam
Coating(s)
Type Galvan ized same and/o r no coat ing
Thickness
Position
Groove
Fillet F, H
Arc Plug
Arc Spot
Arc Seam
Gas A rg 75%-CO2 25% any comb in at io n o f A r -CO2
Electrode
Size 0.035"
Group Designation 6 6
Specimen 1 PASS Specimen 2 PASS
Appearance UNIFORM Cracks NONE Undercut NONE
Reinforcement N/A Diam of Arc Nugget N/A
Test Conducted By CARLOS SANTANA Signature
CWI No.
Laboratory Test No. FIELD Date of Test
The undersigned certify that the statements in this record are
correct and that the test welds were prepared and tested in
accordance with the requirements of 4.6 of ANSI/AWS D1.3-98,
Structural Welding Code-Sheet Steel.
Company WEST COAST WELDING Authorized By JESSE MEJIA
6/25/2007
Tee
Josh Mejia
46 11/19/2007
Welder/Operator Qualification Test Record
tee, Lap
sheet to support steel
A653 to A653
12 ga. same or th icker
sheet to sheet
H
97080771
VISUAL EXAMINATION RESULTS
mailto:[email protected]:[email protected]
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6515 Somerset Blvd .
Paramount, CA 90723
562-634-0503 Offi ce
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Procedure Specification No. Rev Date
Welding Process(es) GMAW Type Semi-automatic
Mode of Transfer for GMAW
Record Actual Values
Used in Qualification Qualification Range
Variables
Joint
Joint Type
Backing Material Type
Groove Welded from:
one side or both sides
Base Metal
Material Specification
Sheet Steel
Supporting Steel
Sheet Thickness
Groove
Fillet
Arc Plug
Arc Spot
Arc Seam
Coating(s)
Type Galvan ized same and/or no coat ing Thickness
Position
Groove
Fillet F, H
Arc Plug
Arc Spot
Arc Seam
Gas A rg 75% -CO2 25% an y combi nat io n of Ar -CO2
Electrode
Size 0.035"
Group Designation 6 6
Specimen 1 PASS Specimen 2 PASS
Appearance UNIFORM Cracks NONE Undercut NONE
Reinforcement N/A Diam of Arc Nugget N/A
Test Conducted By CARLOS SANTANA Signature
CWI No.
Laboratory Test No. FIELD Date of Test
The undersigned certify that the statements in this record are
correct and that the test welds were prepared and tested in
accordance with the requirements of 4.6 of ANSI/AWS D1.3-98,
Structural Welding Code-Sheet Steel.
Company WEST COAST WELDING Authorized By JESSE MEJIA
Caltrans Witness Date
sheet to sheet
sheet to suppor t steel
same or thicker
A653 to A653
12 ga.
6/25/2007
97080771
H
VISUAL EXAMINATION RESULTS
Tee
Jess e Mej ia
46 11/19/2007
Welder/Operator Qualification Test Record
tee, Lap
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ARROW INSPECTION AND TESTING12631 E. Imperial Highway, Suite
A-114
Santa Fe Springs, CA 90670
Ph. 562-484-0344 Fax 562-484-3885
WelderWelding Process Manual Semiautomatic
Position
In accordance with procedure specification no.
Material Specification
Backing Range of thickness qualified
Specification no. Classification F. No.
Filler Metal Manufacturer Filler Metal Diameter
Appearance
Test Conducted by: Laboratory Test No.
By
Appearance Fillet SizeFracture test root penetration
Macroetch
Description of any crack
Test Conducted by: Laboratory Test No.
By
RT Technician Laboratory test No.
Per Test Date
We, the undersigned, certify that the statements in this record
are correct and that the welds, were preparedand tested in
accordance with the requirements of AASHTO/AWS D1.1, Structural
Steel Welding Code.
Test witness Agency
Results reviewed
Manufacturer or contractor
Authorized by
Date
Date
Results
University Mechanical
David Lee 5/25/2001
Remarks
Pass
AWS D1.1
Welder/Operator Qualification Test
FILLER METAL
VISUAL INSPECTION
FILLET TEST RESULTS
Date of Test Tuesday 5-22-01Steven McCall
Identification No.Machine
(Weld Progression)Vertical 3G Up-Hill
Gerardo Rodriguez 556-43-8610
Pass
Results Film I.D.Remarks
Date of Test
Film I.D.
SMAW X
Result
Diameter and/or Thickness
Backing Material
Type Result Type
Visual Pass
UMS-4
A36
Yes A36
3/8"
1/8" to 3/4" Max
AWS 5.1 E-7078
Lincoln 1/8"
Undercut Piping PorosityAcceptable None None
Arrow Inspection and Testing 556-43-8610-V
AIT-001
5/24/2001
-
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ARROW INSPECTION AND TESTING12631 E. Imperial Highway, Suite
A-114
Santa Fe Springs, CA 90670
Ph. 562-484-0344 Fax 562-484-3885
WelderWelding Process Manual Semiautomatic
Position
In accordance with procedure specification no.
Material Specification
Backing Range of thickness qualified
Specification no. Classification F. No.
Filler Metal Manufacturer Filler Metal Diameter
Appearance
Test Conducted by: Laboratory Test No.
By
Appearance Fillet SizeFracture test root penetration
Macroetch
Description of any crack
Test Conducted by: Laboratory Test No.
By
RT Technician Laboratory test No.
Per Test Date
We, the undersigned, certify that the statements in this record
are correct and that the welds, were preparedand tested in
accordance with the requirements of AASHTO/AWS D1.1, Structural
Steel Welding Code.
Test witness Agency
Results reviewed
Manufacturer or contractor
Authorized by
Date
Date
Results
University Mechanical
David Lee 5/25/2001
Remarks
Welder/Operator Qualification Test
FILLER METAL
VISUAL INSPECTION
FILLET TEST RESULTS
Date of Test 5/22/2001Carlos Santana
Identification No.Machine
(Weld Progression)Overhead 4G
Michael W mcMullen 356-46-4944
Results Film I.D.Remarks
Date of Test
Film I.D.
SMAW X
Result
Diameter and/or Thickness
Backing Material
Type Result Type
Pass
Visual Pass
UMS-4
A36
Yes A36
3/8"
1/8" to 3/4" Max
Root
AWS 5.1 E-7078
Lincoln 1/8"
Undercut Piping PorosityAcceptable None None
Arrow Inspection and Testing 356-46-4944
Face Fail
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ARROW INSPECTION AND TESTING12631 E. Imperial Highway, Suite
A-114
Santa Fe Springs, CA 90670
Ph. 562-484-0344 Fax 562-484-3885
WelderWelding Process Manual Semiautomatic
Position
In accordance with procedure specification no.
Material Specification
Backing Range of thickness qualified
Specification no. Classification F. No.
Filler Metal Manufacturer Filler Metal Diameter
Appearance
Test Conducted by: Laboratory Test No.
By
Appearance Fillet SizeFracture test root penetration
Macroetch
Description of any crack
Test Conducted by: Laboratory Test No.
By
RT Technician Laboratory test No.
Per Test Date
We, the undersigned, certify that the statements in this record
are correct and that the welds, were preparedand tested in
accordance with the requirements of AASHTO/AWS D1.1, Structural
Steel Welding Code.
Test witness Agency
Results reviewed
Manufacturer or contractor
Authorized by
Undercut Piping Porosity
Film I.D.
Date
Arrow Inspection and Testing 356-46-4944
Face Pass
Root
Film I.D.
UMS-4
A36
Yes A36
3/8"
1/8" to 3/4" Max
AWS 5.1 E-7078
Lincoln 1/8"
Acceptable None None
Up-Hill
Result
Diameter and/or Thickness
Backing Material
Type Result Type
Pass
Visual Pass
Remarks
Date of Test
Welder/Operator Qualification Test
FILLER METAL
VISUAL INSPECTION
FILLET TEST RESULTS
Date of Test 5/22/2001Carlos Santana
Identification No.Machine
(Weld Progression)
Michael W mcMullen 356-46-4944SMAW X
Vertical 3G
Date
Results
University Mechanical
David Lee 5/25/2001
Results Remarks
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6515 Somerset Blvd .
Paramount, CA 90723
562-634-0503 Offic e
562-634-0504 Fax
[email protected]
Type of Welder
Name Identification No.
Welding Procedure Specification No. Rev Date
Record Actual Values
Used in Qualification Qualification Range
Variables
Process/Type
Electrode (single or multiple)
Current/Polarity
Position
Weld Progression
Backing (YES or NO) [Table 4.11, Item (7)]
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal [Table 4.11, Item (3)]
Spec. No.
Class
F-No.
Gas/Flux Type
Other
We, the undersigned, certify that the statements in this record
are correct and that the test welds were prepared, welded, and
tested
in conformance with the requirements of Section 4 of AWS Dl
.1/Di .1 M, Structural Welding CodeSteel.
Manufacturer or Contractor Authorized By Authorized ByAce
Fence
(Describe the location, nature, and size of any crack or tearing
of the specimen.)
Acceptable 5/16"
Acceptable Acceptable
Tear at Base metal
Number Test Number
6/11/2007
#03-0607
SizeAppearance
Macro etch
Penetration
3F
Up
N/A
A36
Type Result
N/A
N/A
N/A
1/8" to Unlimited
N/A
1/8" to Unlimited
1F, 2F, 3F
Up
Fillet Test Result
Guided Bend Test Results
Type Result
N/A
ER70S-6
Acceptable YES or NO
1/8" to Unlimited
Argon
Single
DCEP
Single
Welder
Simon R. Reyes SRR
GMAW
GMAW 001 Fillet 6/11/2007
Welder/Operator Qualification Test Record
Organization Date
Rene Mora
Arrow Inspection and Testing Inc.
N/A
1/2"
N/A
N/A
N/A
Yes
AWS A5.18
Argon
VISUAL INSPECTION
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6515 Somerset Blvd .
Paramo unt, CA 90723
562-634-0503 Offic e
562-634-0504 Fax
[email protected]
Type of Welder
Name Identification No.
Welding Procedure Specification No. Rev Date
Record Actual Values
Used in Qualification Qualification Range
Variables
Process/Type
Electrode (single or multiple)
Current/Polarity
Position
Weld Progression
Backing (YES or NO) [Table 4.11, Item (7)]
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal [Table 4.11, Item (3)]
Spec. No.
Class
F-No.
Gas/Flux Type
Other
SIDE PASSSIDE PASS
We, the undersigned, certify that the statements in this record
are correct and that the test welds were prepared, welded, and
tested
in conformance with the requirements of Section 4 of AWS D1.1/D1
.1 M, Structural Welding CodeSteel.
Manufacturer or Contractor Authorized By Am erican Sheet Metal,
Inc. Authorized By ELI CHOUEIRY
100% CO2
N/A
N/A
N/A
E71T-1
3/4"
1/8" to Un limited
1G,2G,3G,1F,2F,3F
Up
YES
1/8" - 1 1/2"
N/A
CJP 1/8" - 1 1/2"
24 "
24 "
N/A
1/8" - 1 1/2"
PJP 1/8" - UNLIMITED
11/8/2007
(Describe the location, nature, and size of any crack or tearing
of the specimen.)
Test Number
Appearance
Macroetch
Penetration
Organization Date
Frank Gasco
Arrow Inspection and Testing Inc.
Number
Single
DCEN
SINGLE
Welder
Al f redo Alba
FCAW
11/8/2007
Welder/Operator Qualification Test Record
3G
Up
Yes
A36
Type Result
Fillet Test Result
Guided Bend Test Results
Type Result
Yes
AWS A5.20
10
Size
VISUAL INSPECTION
Acceptable YES or NO
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6515 Somerset Blvd .
Paramount, CA 90723
562-634-0503 Offic e
562-634-0504 Fax
[email protected]
Type of Welder
Name Identification No.
Welding Procedure Specification No. Rev Date
Record Actual Values
Used in Qualification Qualification Range
Variables
Process/Type
Electrode (single or multiple)
Current/Polarity
Position
Weld Progression
Backing (YES or NO) [Table 4.11, Item (7)]
Material/Spec. A36
Base Metal API-5L
Thickness: (Plate) ASTM A53-B
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal [Table 4.11, Item (3)]
Spec. No.
Class
F-No.
Gas/Flux Type
Other
SIDE PASS SIDE PASS
SIDE PASS SIDE PASS
We, the undersigned, certify that the statements in this record
are correct and that the test welds were prepared, welded, and
tested
in conformance with the requirements of Section 4 of AWS D1.1/D1
.1 M, Structural Welding CodeSteel.
Manufacturer or Contractor Authorized By WEST COAST WELDING
Authorized By JESSIE MEJIA
(Describe the location, nature, and size of any crack or tearing
of the specimen.)
ACCEPTABLE N/A
ACCEPTABLE ACCEPTABLE
Number Test Number
6 GR
Up
Yes
A36
Type Result
Fillet Test Result
Guided Bend Test Results
Penetration
N/A
A5.20
ALL
YES
Type Result
Single
DCEN
SINGLE
Welder
JA IME TREJO 4
FCAW
FCAW 8/27/2009
SCH 120-5/8
Organization Date
CARLOS SANTANA
Yes
E71T-8
F-6
N/A
N/A
Arrow Inspection and Testing Inc.
N/A
8/27/2009
SizeAppearance
Macroetch
ALL
Up
VISUAL INSPECTION
Acceptable YES or NO
Welder/Operator Qualification Test Record
4"-UNLIMITED
ALL
N/A
3/16"-UNLIMITED
6"-ODN/A
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6515 Somerset B lvd.
Paramount, CA 90723
562-634-0503 Offic e
562-634-0504 Fax
[email protected]
Type of Welder
Name Identification No.
Welding Procedure Specification No. Rev Date
Record Actual Values
Used in Qualification Qualification Range
Variables
Process/Type
Electrode (single or multiple)
Current/Polarity
Position
Weld Progression
Backing (YES or NO) [Table 4.11, Item (7)]
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal [Table 4.11, Item (3)]
Spec. No.
Class
F-No.
Gas/Flux Type
Other
SIDE PASSSIDE PASS
We, the undersigned, certify that the statements in this record
are correct and that the test welds were prepared, welded, and
tested
in conformance with the requirements of Section 4 of AWS D1.1/D1
.1 M, Structural Welding CodeSteel.
Manufacturer or Contractor Authorized By Am erican Sheet Metal,
Inc. Authorized By ELI CHOUEIRY
100% CO2
N/A
N/A
N/A
E71T-1
3/4"
1/8" to Un limited
1G,2G,3G,1F,2F,3F
Up
YES
1/8" - 1 1/2"
N/A
CJP 1/8" - 1 1/2"
24"
24"
N/A
1/8" - 1 1/2"
PJP 1/8" - UNLIMITED
11/8/2007
(Describe the location, nature, and size of any crack or tearing
of the specimen.)
Test Number
Appearance
Macroetch
Penetration
Organization Date
Frank Gasco
Arrow Inspection and Testing Inc.
Number
Single
DCEN
SINGLE
Welder
Juan Alba
FCAW
11/8/2007
Welder/Operator Qualification Test Record
3G
Up
Yes
A36
Type Result
Fil let Test Result
Guided Bend Test Results
Type Result
Yes
AWS A5.20
10
Size
VISUAL INSPECTION
Acceptable YES or NO
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6515 Somerset Blv d.
Paramo unt, CA 90723
562-634-0503 Off ic e
562-634-0504 Fax
[email protected]
Welder ELMER BONILLA ID # WPS # PRE-QUALIFIED
Welding Process Manual Semiautomatic
Backing material CS
Material Specification
Position 6 G Weld Progression UP
Electrode SINGLE
Specification no. Classification F. No.
Filler Metal Manufacturer Filler Metal Diameter
FILLER METAL QUALIFICATION RANGE:
Appearance
Test Conducted by: Laboratory Test No.
By
Appearance Fillet Size
Fracture test root penetration Macroetch
Description of any crack
Test Conducted by: Laboratory Test No.
By
RT Technician Laboratory test No.
Per Test Date
We, the undersigned, certify that the statements in this record
are correct and that the welds, were prepared
and tested in accordance with the requirements of AWS D1.1,
Structural Steel Welding Code.
Test witness Agency
Manufacturer or contractor
Authorized by
Date
Date
Results
CARLOS SANTANA
AYALA BORING
RALPH AYALA III 10/18/2007
Remarks
AIT 10/22/2007
Welder/Operator Qualification Test Record
FILLER METAL
VISUAL INSPECTION
FILLET TEST RESULTS
Date of Test 10/22/2007FRANK GASCO
BackingNO YES
UNACCEPTABLE NONE NONE
ResultType Result Type
ARROW INSPECTION & TESTING
SIDE FAIL
SIDE PASS
Date of Test
N/A
N/A
Film I.D. Film I.D.Results
N/A
Remarks
N/A
N/A
N/A N/A
N/A
N/A
SMAW YES
7939
FAIL
SIDE FAIL
SIDE
ASTM A53 GRADE B 6" / 3/8" Diameter and/or Thickness
A5.5 E 7018-H4R 4
Linco ln 1/8"
Undercut Piping Porosity
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6515 Somers et Blvd.
Paramou nt, CA 90723
562-634-0503 Offic e
562-634-0504 Fax
[email protected]
Welder JUAN TRONCOSO ID # WPS # PRE-QUALIFIED
Welding Process Manual Semiautomatic
Backing material CS Range of back ing qualif ied YES
Material Specification
Position 6 G Weld Progression UP Range o f th ickness qualif
ied
Electrode SINGLE Range o f electrode quali f ied SINGLE
POSITION QUALIFICATION RANGE: AL L, EXCEPT T-,Y-,K-GROOVE
CJP
Specification no. Classification F. No.
Filler Metal Manufacturer Filler Metal Diameter
FILLER METAL QUAL IFICATION RANGE: F-4 and LESS
Appearance
Test Conducted by: Laboratory Test No.
FRANK GASCO
By Signature
Appearance Fillet Size
Fracture test root penetration Macroetch
Description of any crack
Test Conducted by: Laboratory Test No.
By
RT Technician Laboratory test No.
Per Test Date
We, the undersigned, certify that the statements in this record
are correct and that the welds, were prepared
and tested in accordance with the requirements of AWS D1.1,
Structural Steel Welding Code.
Test witness Agency
Manufacturer or contractor
Authorized by Date
CARLOS SANTANA
AYALA BORING, INC.
PASS
N/A
N/A
N/A
Results
10/22/2007
ACCEPTABLE NONE
ARROW INSPECTION & TESTING
SIDE PASS
SIDE
AIT 10/22/2007 Date
Film I.D. Film I.D.
9563
PASS
SIDE PASS
SIDE
ASTM A53 GRADE B
NONE
ResultType Result
6" / 3/8"
MIN 3/16"-UNL IMITED
Diameter and/or Thickness
A5.5 E 7018-H4R 4
Linco ln 1/8"
Type
Undercut Piping Porosity
RALPH AYALA III 10/18/2007
Remarks
Welder/Operator Qualification Test Record
FILLER METAL
VISUAL INSPECTION
FILLET TEST RESULTS
Date of Test
BackingNO
Remarks Results
N/A N/A
N/A
N/A
YESSMAW YES
Date of Test
N/A
N/A
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AYALA BORING, INC. DATE ARROW INSPECTION &TESTING, INC
DATE
-
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28/39
6515 Somers et Blvd.
Paramou nt, CA 90723
562-634-0503 Offic e
562-634-0504 Fax
[email protected]
Welder LEONEL CALDERON ID # WPS # PRE-QUALIFIED
Welding Process Manual Semiautomatic
Backing material CS Range of back ing qualif ied YES
Material Specification
Position 6 G Weld Progression UP Range o f th ickness qualif
ied
Electrode SINGLE Range o f electrode quali f ied SINGLE
POSITION QUALIFICATION RANGE: AL L, EXCEPT T-,Y-,K-GROOVE
CJP
Specification no. Classification F. No.
Filler Metal Manufacturer Filler Metal Diameter
FILLER METAL QUAL IFICATION RANGE: F-4 and LESS
Appearance
Test Conducted by: Laboratory Test No.
FRANK GASCO
By Signature
Appearance Fillet Size
Fracture test root penetration Macroetch
Description of any crack
Test Conducted by: Laboratory Test No.
By
RT Technician Laboratory test No.
Per Test Date
We, the undersigned, certify that the statements in this record
are correct and that the welds, were prepared
and tested in accordance with the requirements of AWS D1.1,
Structural Steel Welding Code.
Test witness Agency
Manufacturer or contractor
Authorized by
10/22/2007
Date of Test
Remarks
Date of Test
N/A
N/A
N/A
N/A
N/A N/A
N/A
N/A
N/A
Results
CARLOS SANTANA
AYALA BORING, INC.
RALPH AYALA III 10/18/2007
RemarksFilm I.D. Film I.D.Results
AIT 10/22/2007
Welder/Operator Qualification Test Record
FILLER METAL
VISUAL INSPECTION
FILLET TEST RESULTS
BackingNO YES SMAW YES
2326
ASTM A53 GRADE B 6" / 3/8"
MIN 3/16"-UNL IMITED
Diameter and/or Thickness
A5.5 E 7018-H4R 4
Linco ln 1/8"
NONE
ResultType Result Type
Undercut Piping PorosityACCEPTABLE NONE
ARROW INSPECTION & TESTING
SIDE PASS
SIDE PASS PASS
SIDE PASS
SIDE
Date
Date
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AYALA BORING, INC. DATE ARROW INSPECTION & TESTING, INC.
DATE
-
7/27/2019 Jaime Trejo Woq
30/39
6515 Somerset Blvd .
Paramou nt, CA 90723
562-634-0503 Offic e
562-634-0504 Fax
[email protected]
Name Identification No.
Welding Procedure Specification No. Rev Date
Record Actual Values
Used in Qualification Qualification Range
Variables
Joint
Joint Type
Backing Material Type
Groove Welded from:one side or both sides
Base Metal
Material Specification
Sheet Steel
Supporting Steel
Sheet Thickness
Groove
Fillet
Arc Plug
Arc Spot
Arc Seam
Coating(s)
TypeThickness
Position
Groove
Fillet
Arc Plug
Arc Spot
Arc Seam
Gas
Electrode
Size
Group Designation
Specimen 1 Specimen 2
Appearance Cracks Undercut
Reinforcement Diam of Arc Nugget
Test Conducted By Per
Laboratory Test No. Date of Test
Welder/Operator Qualification Test Record
VISUAL EXAMINATION RESULTS
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The undersigned certify that the statements in this record are
correct and that the test welds were prepared and tested in
accordance with the requirements of 4.6 of ANSI/AWS D1.3-98,
Structural Welding Code-Sheet Steel.
Company Authorized By
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32/39
6515 Somerset Blvd .
Paramou nt, CA 90723
562-634-0503 Offic e
562-634-0504 Fax
[email protected]
Type of Welder
Name Identification No.
Welding Procedure Specification No. Rev Date
Record Actual Values
Used in Qualification Qualif ication Range
Variables
Process/Type
Electrode (single or multiple)
Current/Polarity
Position
Weld Progression
Backing (YES or NO) [Table 4.11, Item (7)]
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal [Table 4.11, Item (3)]
Spec. No.
Class
F-No.
Gas/Flux Type
Other
We, the undersigned, certify that the statements in this record
are correct and that the test welds were prepared, welded, and
tested
in conformance with the requirements of Section 4 of AWS D1
.1/D1 .1 M, Structural Welding CodeSteel.
Manufacturer or Contractor Authorized By Authorized By
VISUAL INSPECTION
Acceptable YES or NO
Welder/Operator Qualification Test Record
Size
Type Result
Fillet Test Result
Guided Bend Test Results
Type Result
Welder
(Describe the location, nature, and size of any crack or tearing
of the specimen.)
Number Test Number
Appearance
Macro etch
Penetration
Organization Date
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Welder Qualification Record
Company Name Test No.
Supporting PQR # Revision # Date
Operator Name By
Stud Material Authorized By Date
Material Specifications
Weld Base Diameter BASE MATERIAL
SpecificationAlloy and Temper
Group # Surface Condition HR CR
Coating
Cleaning Method
Decking Gage
SHAPEX
Thickness
FERRULE
Part #Ferrule Description
MACHINE DATAPower Supply POSITION
Make Model Overhead Down hand Side Hand X
Stud Gun Model Angular Degrees from normal
Welding Time Secs. Cycles Angle Iron - Inside Radius Heel of
Angle
Curret 5 % OCV
Polarity Lift SHIELDING GAS
Plunge (protrusion) Shielding Gas(es)
Weld Cable Size Composition
Number of grounds (work piece leads) Flow Rate
* Note: Torque test optional for threaded fasteners only.
Mechanical Test Conducted by Date
We, the undersigned certify that the statements in this record
are correct and that the test welds were prepared, welded, and
tested in accordance with the requirements of section 7 of
ANSI/AWS D1.1, 2000 Structural Welding Cose-Steel.
Signed By Title Date
Arrow Inspection & Testing Inc.Company
(Contractor / Applicator)
11/6/2001
2 Steven McCall Accepted 11-06-01
Torque Test*
1 Steven McCall Accepted 11-06-01No. Acceptance Bend Test
Tension Test
2 (Two) N/A
Stud Visual Option #1 Option #2 Option #3
N/A
Length 500' Max. N/A
1200
DCEN
TRW Series 70
0.65 36
104-053-0145/8" @ Vertical Position
TRW/Nelson Welder 6500
II
N/A
Wire Brush/Grinder
N/A
Flat Round Tube Angle
0.72
DJ Scheffler Inc. DJS-Studs-WQR-Mason
DJS-Studs-0001 0 11/6/2001
ASTM A108 Grade C 1015
5/8"
A572 Grade 50 SteelN/A
Michael Mason # 6348 Arrow Inspection & Testing Inc.
Mild Steel B. Becker 11/6/2001
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Welder Qualification Record
Company Name Test No.
Supporting PQR # Revision # Date
Operator Name By
Stud Material Authorized By Date
Material Specifications
Weld Base Diameter BASE MATERIAL
SpecificationAlloy and Temper
Group # Surface Condition HR CR
Coating
Cleaning Method
Decking Gage
SHAPEX
Thickness
FERRULE
Part #Ferrule Description
MACHINE DATAPower Supply POSITION
Make Model Overhead Down hand Side Hand X
Stud Gun Model Angular Degrees from normal
Welding Time Secs. Cycles Angle Iron - Inside Radius Heel of
Angle
Curret 5 % OCV
Polarity Lift SHIELDING GAS
Plunge (protrusion) Shielding Gas(es)
Weld Cable Size Composition
Number of grounds (work piece leads) Flow Rate
* Note: Torque test optional for threaded fasteners only.
Mechanical Test Conducted by Date
We, the undersigned certify that the statements in this record
are correct and that the test welds were prepared, welded, and
tested in accordance with the requirements of section 7 of
ANSI/AWS D1.1, 2000 Structural Welding Cose-Steel.
Signed By Title Date
Arrow Inspection & Testing Inc.Company
(Contractor / Applicator)
11/6/2001
2 Steven McCall Accepted 11-06-01
Torque Test*
1 Steven McCall Accepted 11-06-01No. Acceptance Bend Test
Tension Test
2 (Two) N/A
Stud Visual Option #1 Option #2 Option #3
N/A
Length 500' Max. N/A
1200
DCEN
TRW Series 70
0.65 36
104-053-0145/8" @ Vertical Position
TRW/Nelson Welder 6500
II
N/A
Wire Brush/Grinder
N/A
Flat Round Tube Angle
0.72
DJ Scheffler Inc. DJS-Studs-WQR-Morgan
DJS-Studs-0001 0 11/6/2001
ASTM A108 Grade C 1015
5/8"
A572 Grade 50 SteelN/A
Steven Morgan #5832 Arrow Inspection & Testing Inc.
Mild Steel B. Becker 11/6/2001
-
7/27/2019 Jaime Trejo Woq
35/39
Welder Qualification Record
Company Name Test No.
Supporting PQR # Revision # Date
Operator Name By
Stud Material Authorized By Date
Material Specifications
Weld Base Diameter BASE MATERIAL
SpecificationAlloy and Temper
Group # Surface Condition HR CR
Coating
Cleaning Method
Decking Gage
SHAPEX
Thickness
FERRULE
Part #Ferrule Description
MACHINE DATAPower Supply POSITION
Make Model Overhead Down hand Side Hand X
Stud Gun Model Angular Degrees from normal
Welding Time Secs. Cycles Angle Iron - Inside Radius Heel of
Angle
Curret 5 % OCV
Polarity Lift SHIELDING GAS
Plunge (protrusion) Shielding Gas(es)
Weld Cable Size Composition
Number of grounds (work piece leads) Flow Rate
* Note: Torque test optional for threaded fasteners only.
Mechanical Test Conducted by Date
We, the undersigned certify that the statements in this record
are correct and that the test welds were prepared, welded, and
tested in accordance with the requirements of section 7 of
ANSI/AWS D1.1, 2000 Structural Welding Cose-Steel.
Signed By Title Date
DJ Scheffler Inc. DJS-Studs-WQR-Alcala
DJS-Studs-0001 0 11/6/2001
Luis Alcala #9550 Arrow Inspection & Testing Inc.
Mild Steel B. Becker 11/6/2001
ASTM A108 Grade C 1015
5/8"
A572 Grade 50 SteelN/A
Round Tube Angle
0.72
104-053-0145/8" @ Vertical Position
TRW/Nelson Welder 6500
II
N/A
Wire Brush/Grinder
N/A
Flat
TRW Series 70
0.65 36
1200
DCEN
N/A
Length 500' Max. N/A
2 (Two) N/A
Stud Visual Option #1 Option #2 Option #3Torque Test*
1 Steven McCall Accepted 11-06-01No. Acceptance Bend Test
Tension Test
2 Steven McCall Accepted 11-06-01
Company
(Contractor / Applicator)
11/6/2001Arrow Inspection & Testing Inc.
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36/39
Welder Qualification Record
Company Name Test No.
Supporting PQR # Revision # Date
Operator Name By
Stud Material Authorized By Date
Material Specifications
Weld Base Diameter BASE MATERIAL
SpecificationAlloy and Temper
Group # Surface Condition HR CR
Coating
Cleaning Method
Decking Gage
SHAPEX
Thickness
FERRULE
Part #Ferrule Description
MACHINE DATAPower Supply POSITION
Make Model Overhead Down hand Side Hand X
Stud Gun Model Angular Degrees from normal
Welding Time Secs. Cycles Angle Iron - Inside Radius Heel of
Angle
Curret 5 % OCV
Polarity Lift SHIELDING GAS
Plunge (protrusion) Shielding Gas(es)
Weld Cable Size Composition
Number of grounds (work piece leads) Flow Rate
* Note: Torque test optional for threaded fasteners only.
Mechanical Test Conducted by Date
We, the undersigned certify that the statements in this record
are correct and that the test welds were prepared, welded, and
tested in accordance with the requirements of section 7 of
ANSI/AWS D1.1, 2000 Structural Welding Cose-Steel.
Signed By Title Date
Arrow Inspection & Testing Inc.Company
(Contractor / Applicator)
11/6/2001
2 Steven McCall Accepted 11-06-01
Torque Test*
1 Steven McCall Accepted 11-06-01No. Acceptance Bend Test
Tension Test
2 (Two) N/A
Stud Visual Option #1 Option #2 Option #3
N/A
Length 500' Max. N/A
1200
DCEN
TRW Series 70
0.65 36
104-053-0145/8" @ Vertical Position
TRW/Nelson Welder 6500
II
N/A
Wire Brush/Grinder
N/A
Flat Round Tube Angle
0.72
DJ Scheffler Inc. DJS-Studs-WQR-Vizcarra
DJS-Studs-0001 0 11/6/2001
ASTM A108 Grade C 1015
5/8"
A572 Grade 50 SteelN/A
Waldemar Vizcarra #7204 Arrow Inspection & Testing Inc.
Mild Steel B. Becker 11/6/2001
-
7/27/2019 Jaime Trejo Woq
37/39
6515 Somerset Blvd .
Paramo unt, CA 90723
562-634-0503 Offic e
562-634-0504 Fax
[email protected]
Type of Welder
Name Identification No.
Welding Procedure Specification No. Rev Date
Record Actual Values
Used in Qualification Qualification Range
Variables
Process/Type
Electrode (single or multiple)
Current/Polarity
Position
Weld Progression
Backing (YES or NO) [Table 4.11, Item (7)]
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal [Table 4.11, Item (3)]
Spec. No.
Class
F-No.
Gas/Flux Type
Other
SIDE PASS
SIDE PASS
We, the undersigned, certify that the statements in this record
are correct and that the test welds were prepared, welded, and
tested
in conformance with the requirements of Section 4 of AWS D1.1/D1
.1 M, Structural Welding CodeSteel.
Manufacturer or Contractor Authorized By Authorized By
1"
VISUAL INSPECTION
Acceptable YES or NO
Welder/Operator Qualification Test Record
24"24"
N/A
1/8" - UNLIMITED
PJP 1/8" - UNLIMITED
1/8" to Unlimited
1G,2G,3G,1F,2F,3F
Up
N/AN/A
ET71-8
Frank Gasco
Arrow Inspection and Testing Inc.
N/A
N/A
10/30/2007
Size
Type Result
Fillet Test Result
Guided Bend Test Results
Type Result
Yes
AWS A5.20
10
N/A
Single
DCEN
SINGLE
Welder
Paul Acevez
FCAW
MCMFCAW2G/07 10/24/2007
3G
Up
Yes
A36
YES
1/8" - UNLIMITED
MCM Construction,Inc
(Describe the location, nature, and size of any crack or tearing
of the specimen.)
Number Test Number
Appearance
Macroetch
Penetration
Organization Date
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
38/39
6515 Somerset Blvd .
Paramo unt, CA 90723
562-634-0503 Offic e
562-634-0504 Fax
[email protected]
Type of Welder
Name Identification No.
Welding Procedure Specification No. Rev Date
Record Actual Values
Used in Qualification Qualification Range
Variables
Process/Type
Electrode (single or multiple)
Current/Polarity
Position
Weld Progression
Backing (YES or NO) [Table 4.11, Item (7)]
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal [Table 4.11, Item (3)]
Spec. No.
Class
F-No.
Gas/Flux Type
Other
SIDE PASS
SIDE PASS
We, the undersigned, certify that the statements in this record
are correct and that the test welds were prepared, welded, and
tested
in conformance with the requirements of Section 4 of AWS D1.1/D1
.1 M, Structural Welding CodeSteel.
Manufacturer or Contractor Authorized By Authorized ByMCM
Construction,Inc
(Describe the location, nature, and size of any crack or tearing
of the specimen.)
Number Test Number
10/30/2007
SizeAppearance
Macroetch
Penetration
3G
Up
Yes
A36
Type Result
YES
1/8" - UNLIMITED
24"
1/8" - UNLIMITED
PJP 1/8" - UNLIMITED
1/8" to Unlimited
1G,2G,3G,1F,2F,3F
Up
Fillet Test Result
Guided Bend Test Results
Type Result
N/A
ET71-8
Acceptable YES or NO
24"
N/A
Single
DCEN
SINGLE
Welder
Jose Portillo
FCAW
MCMFCAW2G/07 10/24/2007
Welder/Operator Qualification Test Record
Organization Date
Frank Gasco
Arrow Inspection and Testing Inc.
1"
N/A
N/A
N/A
Yes
AWS A5.20
10
N/A
VISUAL INSPECTION
mailto:[email protected]:[email protected]
-
7/27/2019 Jaime Trejo Woq
39/39
6515 Somerset Blvd .
Paramount, CA 90723
562-634-0503 Offic e
562-634-0504 Fax
[email protected]
Type of Welder
Name Identification No.
Welding Procedure Specification No. Rev Date
Record Actual Values
Used in Qualification Qualification Range
Variables
Process/Type
Electrode (single or multiple)
Current/Polarity
Position
Weld Progression
Backing (YES or NO) [Table 4.11, Item (7)]
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness: (Pipe/tube)
Groove
Fillet
Diameter: (Pipe)
Groove
Fillet
Filler Metal [Table 4.11, Item (3)]
Spec. No.
Class
F-No.
Gas/Flux Type
Other
We, the undersigned, certify that the statements in this record
are correct and that the test welds were prepared, welded, and
tested
in conformance with the requirements of Section 4 of AWS Dl
.1/Di .1 M, Structural Welding CodeSteel.
M f t C t t A th i d B Authorized By
N/A
1/2"
VISUAL INSPECTION
Acceptable YES or NO
Welder/Operator Qualification Test Record
N/A
1/8" to Unlimited
Argon
1/8" to Unlimited
N/A
1/8" to Unlimited
1F, 2F, 3F
Up
N/A
N/A
ER70S-6
Rene Mora
Arrow Inspection and Testing Inc.
N/A
N/A
6/11/2007
#03-0607
Size
Type Result
Fillet Test Result
Guided Bend Test Results
Type Result
Yes
AWS A5.18
Argon
Single
DCEP
Single
Welder
Simon R. Reyes SRR
GMAW
GMAW 001 Fillet 6/11/2007
3F
Up
N/A
A36
N/A
N/A
Ace Fence
(Describe the location, nature, and size of any crack or tearing
of the specimen.)
Acceptable 5/16"
Acceptable Acceptable
Tear at Base metal
Number Test Number
Appearance
Macro etch
Penetration
Organization Date
mailto:[email protected]:[email protected]
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