HomeMy WebLinkAboutWelding Inspection ReportsWest Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone:970-434-6988
Cell: 970-260-2844
Dates:.2-14-17 & 2-I6-I 7
Inspection Report
Project: Trail Ridge Employee Housing Facility Mancamp Building
Building Permit No: BLC0-12-I6-4534
Contractor that Performed Work: Mantex Welding
Report#l
Page 1of1
Inspection of shop fabrication or field work at job site: Field @ HB Rentals
Report: Visually inspected field welding at tie down cable pipe sleeves to skid
frames.
The welding inspected above appeared to be in general conformance with the
quality requirements of the AWS DI.I Structural Welding Code, and appeared to
meet/exceed the length requirements as outlined below.
Note; per Phil Vaughan's conversation with the structural engineering firm
Oddo Engineering I" of acceptable quality weld at each side of the pipe sleeve
was adequate for the design loads anticipated.
To the best of my knowledge this completes the special inspections of the
welding at the die down cable pipe sleeves.
Inspectorff echnician: Douglas E Young
•
+ Douglas E Young
CWI 96070131
QC1 EXP . 71112017
West Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone:970-434-6988
Cell: 970-260-2844
Dates: 2-14-17 & 2-16-17
Inspection Report
Report#l
Page 1of1
Project: Trail Ridge Employee Housing Facility Refri/freeze Building
Building Permit No: BLC0-12-16-4536
Contractor that Performed Work: Mantex Welding
Inspection of shop fabrication or field work at job site: Field @ HB Rentals
Report: Visually inspected field welding at tie down cable pipe sleeves to skid
frames.
The welding inspected above appeared to be in general conformance with the
quality requirements of the A WS D 1.1 Structural Welding Code, and appeared to
meet/exceed the length requirements as outlined below.
Note; per Phil Vaughan's conversation with the structural engineering firm
Oddo Engineering l 11 of acceptable quality weld at each side of the pipe sleeve
was adequate for the design loads anticipated.
To the best of my knowledge this completes the special inspections of the
welding at the die down cable pipe .sleeves.
Dougla E Young
CWI 96070131
OC1 EXP. 71112017
West Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 815 04
Phone:970-434-6988
Cell: 970-260-2844
Dates:.2-14-17 & 2-16-17
Inspection Report
Report#}
Page 1 of I
Project: Trail Ridge Employee Housing Facility Potable Water Skid
Building Permit No: None
Contractor that Performed Work: Mantex Welding
Inspection of shop fabrication or field work at job site: Fiel d @ HB Rentals
Report: Visually inspected field welding at tie down cable pipe sleeves to skid
frame.
The welding inspected above appeared to be in general conformance with the
quality requirements of the A WS D 1.1 Structural Welding Code, and appeared to
meet/exceed the length requirements as outlined below.
Note; per Phil Vaughan's conversation with the structural engineering firm
Oddo Engineering l" of acceptable quality weld at each side of the pipe sleeve
was adequate for the design loads anticipated.
To the best of my knowledge this completes the special inspections of the
welding at the die down cable pipe sleeves.
Douglas E Young
CWI 96070131
QC1 EXP. 7/1/2017
West Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
. Inspection Report
Dates:. 2-14-17 & 2-16-17
Project: Trail Ridge Employee Housing Facility Sewer Skid
Building Permit No: None
Contractor that Performed Work: Mantex Welding
Report#l
Page 1of1
Inspection of shop fabrication or field work at job site: Field @HB Rentals
Report: Visually inspected field welding at tie down cable pipe sleeves to skid
frame.
The welding inspected above appeared to be in general conformance with the
quality requirements of the A WS D 1.1 Structural Welding Code, and appeared to
meet/exceed the length requirements as outlined below.
Note; per Phil Vaughan's conversation with the structural engineering firm
Oddo Engineering 1" of acceptable quality weld at each side of the pipe sleeve
was adequate for the design loads anticipated.
To the best of my knowledge this completes the special inspections of the
welding at the die down cable pipe sleeves.
Douglas E Young
CWI 96070131
QC1 EXP. 71112017