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HomeMy WebLinkAboutCONCRETE TEST 1 - 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: 6/4/2020Page 1 of 2 rpt004rc 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 REINFORCED CONCRETE INSPECTION REPORT Date: _____________ MTI File #: __________________ Project Name: ____________________________ Contractor: ____________________________________ Permit #: ________________________________ Inspector: _____________________________________ Weather: ________________________________ Rev. May 14, 2018 MTI personnel performed: Continuous Special Inspection Periodic Special Inspection Reinforcing Steel Only Inspection Concrete Testing Only Reinforcing Steel Inspection reinforcing steel placement at location: Concrete Placement  Observed placement and consolidation of concrete. Concrete placed at the following location:  Monitored loads for correct mix. Mix I.D. #: __________________________________ Supplier: ___________________________________ Total # of cubic yards placed: __________________ Concrete Sampling and Testing Performed ________ Air Content Test(s)Sampled at: Performed ________ Unit Weight Test(s)Pump Chute Both Other: ____________________ Performed ________ Slump Test(s)Placed by: Cast ________ set(s) of ________ cylinders Pump Chute Both Other: ____________________ Sample #s: _________________________________ Mechanical Manual Other: ____________________ Work Inspected was:  in compliance  except as noted  reinspection/retesting required Notes: 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. observation was performed. Observations and/or conclusions and/or 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: ___________________________ Contractor Initials  This Report is Final. conclusions drawn from this report should be discussed with and evaluated by the professional involved.Date: Inspected reinforcing steel placement for element (e.g. beam, column, oor slab, footing, etc.): Cast ________ set(s) of ________exural beams Consolidated by: A preliminary report is provided solely as evidence that field recommendations conveyed in the final report may vary from and A final report is an instrument of professional service. Any 6/3/2020 E200068c D.L. Evans Bank Construction Solutions Kenneth Olehy/Jason Silva Sunny 4 Walls. Grid lines 1-13/J-C ,H-C 4 Same as above. 4 454516c-4 Burns 13.00 1 1 4 1 1 5 4 20-01179 to 20-01183 4 4 6/3/2020 4 6/4/2020Jocelynn Silva 6/4/2020Page 2 of 2rpt004rc