HomeMy WebLinkAboutWelding & bolt Inspection ReportWest Slope Testing & Inspection LLC
Grand Junction, CO 81504
Report # 1
Page 1 of 1
Inspection Report
Date: 11-24-25
Client: Kumar & Associates (Project No. 25-7-506)
Project: 247 Stonefly (Lot 3 Coreyell Ranch)
Address: 247 Stonefly Dr. Carbondale, CO
General Contractor: Brikor & Associates
Contractor that Performed Work: IRMW
Inspection of shop fabrication or field work at job site: Field
Report: Visually inspected field welding at the plug welds for the connection of
the steel column base anchors foundation level grids 12/B & 16/A. High strength
A325 bolting was also inspected at the steel beam & column connections roof
framing level grid line F.
The onsite welding & high strength bolting inspected above appeared to be in
substantial conformance with the plans, and the quality requirements of the AWS
D1.1 Structural Welding Code & the AISC/RCSC Specification for high strength
bolting.
Further inspections should be performed on the remainder of the project (canopy
steel north of gridline F).
Inspector/Technician: Douglas E Young
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E. Douglas Young
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CWI 96070131
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QC1 EXP. 7/1/2026
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West Slope Testing & Inspection LLC
Grand Junction, CO 81504
Inspection Report
Date: 1-14-26
Client: Kumar & Associates (Project No. 25-7-506)
Project: 247 Stonefly (Lot 3 Coreyell Ranch)
Address: 247 Stonefly Dr. Carbondale, CO
General Contractor: Brikor & Associates
Contractor that Performed Work: IRMW
Report #2
Page 1 of 1
Inspection of shop fabrication or field work at job site: Field
Report: Visually inspected field welding at the HSS rafters/purlins to HSS (tube
steel) beams, HSS rafters/purlins to ledger angles, and HSS beam to column
connections for the canopy structure grids 8 to 9 from E to F. Anchor bolts/nuts
were also verified at the steel column bases. Welder qualifications had been
verified on previous inspections with this fabricator/erector.
The onsite welding & bolting inspected, as noted above appeared to be in
substantial conformance with the plans, and the quality requirements of the AWS
D 1.1 Structural Welding Code.
Completed welds at the HSS (tube steel) beam splices were also inspected. Per
emails from Ty Rice with IRMW they also stated that the HSS sections had been
prepped/beveled, as per their plans for partial penetration groove welds. However
we were not present before or during the welding of these joints to determine weld
joint preparation depth/angle and weld size/depth below face of steel.
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Inspector/Technician: Douglas E Young
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• Douglas E. Young
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