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HomeMy WebLinkAboutCONCRETE TEST 6 - 19-00780 - 500 N 2nd E - DL Evans Bank Environmental Services Geotechnical Engineering Construction Materials Testing Special Inspections 1230 N Skyline Drive, Suite C  Idaho Falls, ID 83402  (208) 529-8242  Fax (208) 529-6911 www.mti-id.com  mti@mti-id.com Revised May 2016 Jessica Aguilar Phone: (208) 363-8400 DL Evans Bank Fax: 890 West Main Street Other: E-REPORTS ONLY Boise, ID 83702 Project: D.L. Evans, North 2nd East, Rexburg, ID Permit #: Project Manager: Derrick Fontes MTI File #: E200068c INSPECTION/TESTING REPORT Our representative(s) performed work on the above referenced project. Attached you will find the corresponding inspection and/or test reports. Please refer to the attached reports for details and locations of our testing and inspection services. If there are questions concerning the attachment(s), please contact the project manager at (208) 529-8242. Respectfully submitted, MATERIALS TESTING & INSPECTION, LLC cc: Larry Skelton; Kai Risung; Tom Lennon; Jim Turner; Kristina Teichert; Josh Morgan Attachments: rpt007swe Idaho | Montana | Nevada | Oregon | Utah | Washington | Wyoming mti@mti-id.com • www.mti-id.com Environmental Services Geotechnical Engineering Construction Materials Testing Special Inspections MATERIALS TESTING & INSPECTION STRUCTURAL STEEL WELDING REPORT Date: _______________ MTI File #: _____________________ Project Name: ________________________________ Contractor: _________________________________________ Permit #: ____________________________________ Inspector: __________________________________________ Weather: ____________________________________ Reported to: Job Site Fabrication Shop Inspected/Tested per (select all that apply): AISC 341 Chapter J AISC 360 Chapter N AWS D1.1 AWS D1.3 AWS D1.4 AWS D1.8 Welders, Process, Procedures Material Identification  Checked welder(s) certifications  Collected/checked mill certifications  Checked procedure qualifications  Sampled_________________________________  Visually inspected: in-progress completed welding performed by qualified welders using Weld Types SMAW GMAW FCAW SAW method  Single pass fillet welds Other (specifiy): _______________________ Multi-pass fillet welds with E __________ filler metal(s)  Flare bevel groove welds  Verified proper electrode storage  PJP (Partial joint penetration welds) Metal Deck/Studs  CJP (Complete joint penetration welds)  arc spot (puddle welds)  stitch welds  Direct  Indirect butt splice on reinforcing steel  shear studs on metal deck  Other: ___________________________________  button punching  Tek screws  Pre-heat temperatures maintained at _________  Other: ____________________________________ Type of connections and locations: Reference Drawing Sheet and Detail, and Approved RFI: Work Inspected was:  in compliance  except as noted  reinspection/retesting required Notes: Rev. April 18, 2018 NOTICE: Our firm’s professionals are represented on site solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representatives do not relieve any contractor from its obligation to meet contractual requirements. No one except our client may rely on our findings and opinions. The contractor retains sole responsibility for site safety and the methods, operations, and sequences of construction.  This Report is Preliminary. A preliminary report is provided solely as evidence that field observation was performed. Observations and/or conclusions and/or recommendations conveyed in the final report may vary from and Inspector: _________________________________________ Date: ________________ shall take precedence over those indicated in a preliminary report.Note: The recording of false, fictitious or fraudulent statements or entries on this document may be punishable as a felony under Federal Statute. Reviewed by: ______________________________________Date: ________________ Contractor Initials: ____________  This Report is Final. A final report is an instrument of professional service. Any conclusions drawn from this report should be discussed with and evaluated by the professional involved. 7/8/2020 E200068c D.L. Evans, North 2nd East Construction Solutions Josh Clark Sunny 4 4 4 4 4 4 4 7018, 70-S 4 Columns to base plates, beam clips to columns, beam pockets to columns at whole building. 4 7/8/2020 4 7/9/2020Alex Liang 7/9/2020Page 1 of 1 rpt007swe