Melissa Eggers
Kennewick,WA
Summary
Driven welder with experience in Mig, Fcaw, and stick welding. Well-versed in standard procedures, policies and regulations with attention to detail. Flexible with focus and commitment to safety.
Overview
3
3
years of professional experience
1
1
Certification
Work History
Welder
American Alloy
02.2019 - 11.2020
- Welded 3/16 stainless steel in flat, horizontal, vertical, and overhead positions.
- Maintained clean working environment by consistently organizing tools and equipment, promoting workplace safety.
- Demonstrated versatility in various welding methods including MIG, Stick, and Flux Core Welding techniques.
- Fabricated shop parts directly from blueprints.
- Removed and repaired unacceptable welds with air arc and grinder to meet quality guidelines.
- Clamped, held, tack-welded, heat-bent and bolted component parts to achieve required configurations and positions.
- Assisted in blueprint reading and interpretation for accurate alignment of parts during assembly process.
WELDER-FABRICATOR
NORTHWEST STEEL FAB
03.2018 - 12.2018
- Interpreted weld symbols and blue prints
- Used 1/16 0.52 0.45 0.35 Flux Core and Metal Core wire weld process to weld structural pieces
- Welded and passed multiple CJP UT scanned welds
- Operated overhead and jib cranes
- Used Oxy Acetylene torch for cutting and heat treating mild steel.
Education
WELDING - Welding Technology
SPOKANE COMMUNITY COLLEGE
Spokane12.2017
Skills
- Skilled in manual welding practices
- Hard worker with high regard for honesty and integrity
- Ability to read and interpret blueprints
- Works productively without direct supervision
- Extensive knowledge of various welding techniques including Flux Core, Metal Core, Hard Wire and Stick
- Skilled at Air Arcing
Certification
- WELDER QUALIFICATION TEST RECORD
Per AWS D1.4 2011
Northwest STEEL FAB INC
Name: Melissa Eggers
Welding Procedure Specification : NWSF-1.4IDJ
Stamp ID: 2
Rev: O
Date: 10/18/18
Process: Semi-Auto GMAW
Backing: N/A
FILLER METAL
Materiel Specification: A706 #4
Joint / Position: Indirect Butt Joint Figure 6.6(C & D),2G
Specification No. A5.18 Classification: E70C
Electrode: Hobart 86R Diameter: 1/16
TEST RESULTS
TestAssemblies: #1 Acceptable #2 Acceptable
Visual Inspection per 4.4: #1 Acceptable #2 Acceptable
Macroetch per 6.3.7.3: #1 Acceptable #2 Acceptable
Qualifications: Indirect Butt joints, Lapp Joints and Fillet Welds
Qualified Positions: 1F. 2F. 1G, 2G
Rebars: #4 Rebar and Larger.
QUAUFICATION RESULTS: The Welder identified above meets the performance qualification specified in the AWS D1.4, 2011 code for the variables stated.
Interpreted By: JoeVogrig
Joel F Vogrig
CWI 00061361
QC1 EXP. 06/1/2021
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 AWS D1.4,2011 Structural Welding Code - Reinforced Steel
Authorized By: Ryan Broesch
- WELDER QUALIFICATION TEST RECORD
Per AWS D1.6 2017
Name: Melissa Eggers
WPS# NW-SS-10
IDStamp: 2
Date: 10/23/2018
Process: Semi-Auto-FCAW, Single Electrode
Current/polarity: DECP
Position: 3G
Weld progression: Up
Backing: Yes, 304L
Materiel/Specifications: 304L to 304L
Plate Thickness: 3/4"
Filler Metal: .045
Specifications No. AWS 5.22
Class: E308LT
Shielding Gas: Co2
Visual Inspection: Per 6.9.3.1 #Acceptable
Guided Bend, Fig. 6.11 Results: per 6.9.3.2 (4) #Acceptable
Tested By: Joe Vogrig
Date: 10/23/2018
Joel F. Vogrig
CWI 00061361
QC1 EXP. 06/01/2021
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 Clause 4 of AWS D1.6 - 2017 Structural Welding Code - Stainless Steel
Authorized By: Ryan Broesch
- WELDER QUALIFICATION TEST RECORD
Per AWS D.1.1 2015
Name: Melissa Eggers
IDStamp: 2
Date: 6/26/18
WPS# MC-3, Figure 4.19
Recorded Actual Values Used
in Qualification Test Qualification Range
Process: Semi-Auto GMAW
Current/Polarity: DECP
Position: 2G
Weld Progression: Horizontal
Backing: Yes
Backing Material: A36
Materiel/Specifications: A36 to A36
Plate Thickness: 1"
Filler Metal Specification No. AWS 5.18
Class: E70C-1
Shielding Gas: 75% Argon, 25% Co2
Inspection/ Testing of Groove weld Test
Visual Inspection: Per 4.9.1.1 #1 Acceptable #2 Acceptable
Guided Bend Test: Per 4.9.1.1 Side Bend #1
Acceptable #2 Acceptable
Test Conducted and Inspected By: Joe Vogrig
Date: 06/26/2018
Joel F Vogrig
CWI 00061361
QC1 EXP. 06/01/2021
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 AWS D1.1 - 2015 Structural Welding Code - Steel.
Authorized By: Ryan Broesch
Date: 06/26/2018
Timeline
Welder
American Alloy
02.2019 - 11.2020
WELDER-FABRICATOR
NORTHWEST STEEL FAB
03.2018 - 12.2018
WELDING - Welding Technology
SPOKANE COMMUNITY COLLEGE