Loading...
HomeMy WebLinkAboutCONCRETE TEST 9 - 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: 9/25/2020Page 1 of 2 rpt009md 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 DENSITY OF SOIL AND SOIL-AGGREGATE IN PLACE BY NUCLEAR METHODS (SHALLOW DEPTH) (ASTM D-6938) Date: _______________ MTI File #: _____________________ Project Name:_________________________________ Contractor: _________________________________________ Permit #: _____________________________________ Inspector: __________________________________________ Weather: _____________________________________ Rev. May 16, 2019 Lab ID # Material # Material Description Material Source Optimum Moisture Standard Used Test #Required % Compaction Probe Depth (in)Elevation Location Wet Density (pcf) % Moisture Dry Density (pcf) Material # % Compaction Pass/ Fail Make & Model:Gauge #:Serial #:Standard Counts: DS:MS: Maximum Density (pcf) NOTICE: Our rm’s professionals are represented on site solely to observe operations of the contractor identied, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our eld representatives do not relieve any contractor from its obligation to meet contractual requirements. No one except our client may rely on our ndings 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 shall take precedence over those indicated in a preliminary report.  This Report is Final. conclusions drawn from this report should be discussed with and evaluated by the professional involved. Inspector: _________________________________________ Date: ________________ 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: ________________ Method of Testing: BS is Backscatter; Depth in inches is Direct Transmission Contractor Initials: ____________ Notes: Ele Date of Last Calibration: 9/24/2020 E200068c DL Evans Bank Thompson J.Hale Sunny 1 3/4 Road Base Thompson Pit ASTM D1557 .... 1 BS Parking Lot E Side of building 137.1 3.7 133.9 1 2 BS Parking Lot 50ft N of test 1 139.1 3.7 135.4 1 3 BS Parking Lot 50ft W of test 2 141.4 3.0 138.5 1 4 BS Parking Lot 50ft South of test 3 148.6 3.3 143.5 1 40 Troxler 3430 23414 607 1,564 2/2/2020 Revisions to report pending proctor 9/24/2020 4 9/25/2020Jocelynn Silva 9/25/2020Page 2 of 2rpt009md