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
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4 7018, 70-S
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Columns to base plates, beam clips to columns, beam pockets to columns at whole building.
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7/8/2020
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7/9/2020Alex Liang
7/9/2020Page 1 of 1
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