The URL can be used to link to this page

Home My WebLink AboutCONCRETE TEST 13 - 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: 7/1/2020Page 1 of 2 c2001171 Yes  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 COMPRESSIVE STRENGTH OF CYLINDRICALCONCRETE SPECIMENS (ASTM C39) Rev. July 12, 2018  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. eport is an instrument of professional service. Any 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: ________________ Contractor Initials: ____________ Date: _______________ MTI File #: _____________________ Project Name: ____________________________________ Contractor: _________________________________________ Permit #: ________________________________________ Inspector: __________________________________________ Weather: _______________________________________ Supplier: ________________________ Truck #: ________________________ Ticket #: ___________________________ Mix ID#: ________________________ CumulativeYards Placed: ____________ Report #: __________________________ Location This Batch Placed: ________________________________________________________________________________ Batch Size (cy): Cement (lbs): Fly Ash (lbs): Coarse Agg. (lbs): Fine Agg. (lbs): Admix #1: Water/Cement Ratio (On Batch Ticket?): Yes No If Yes, Value Provided:Coarse Agg. (lbs): Admix #2: Admix #3: Admix #4: Ambient Temp. (˚F): Concrete Temp. (ASTM C1064)(˚F): Time Batched: Time Cast: Air Content (%) (ASTM C231 C173*): Slump (in.) (ASTM C143): Unit Weight (pcf) (ASTM C138): Relative Yield (ASTM C138): Water Added (gal): H/L Initial Curing Temp. (˚F): Water (gal): Sampled in accordance with ASTM C172; Cylinders cast in accordance with ASTM C31 (Field) and/or ASTM C192 (Lab) Testing Equipment IDs: Air Meter #: _____________ Field Scale #: _____________ Slump Cone #: ____________ ProjectTested Properties:Mix Proportions Provided By Supplier:Tested Properties: Cast Date: # of Nominal Size: ID Cylinder Height (in) Cylinder Diam. (in) Correction Factor Cylinder Area (in ) Test Age (days)Test Date Failure Load (lbs)f’c (psi)C-617 Cap Fracture Type Compliance Average ____ Day Compressive Strength (psi): ____________ Average 28 Day Compressive Strength (psi):____________ Notes: Cylinder diameter based on average for indicated test date. ASTM C617 is a sulfer cap. ASTM C1231 neoprene pads are used unless otherwise noted. Initial Curing < or = 48 hours? Yes No Why? _______________________________________________________________ Date Received: ___________________ Cylinders placed in curing facility within 30 minutes of stripping mold? Yes No Why? _________________________________________________________________ Notes: *When more than 2.5 pintsof alcohol is used apply the correction factor in Table 1 of ASTM C173 to the meter reading.   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. Mix Proportions Not Provided 6/2/2020 E200068c D.L. Evans Bank Construction Solutions Kenneth Olehy/Jason Silva Warm Burns 4042 454516c-4 454516c-4 10.00 003rc Grid line 1/d. 10.00 5,655 0 221 18,940 12,520 H2O rducr 164 oz Air entmnt 29 oz Advatypef 56 oz 4 0.42 81 75 2:47 pm 4:19 pm 0 68/65 4 6.4 7 1/4 137 1.0 5+-1.5 8max 6023 6023 6023 6/2/20 Cylinders 5 4x8 4,500 2001171 2001172 2001173 2001174 2001174 7 28 28 28 Hold 4.00 8.00 1.00 12.56 6/9/20 50,285 4,000 No 5 - 4.00 8.00 1.00 12.56 6/30/20 63,005 5,020 No 2 PASS 4.00 8.00 1.00 12.56 6/30/20 65,440 5,210 No 3 PASS 4.00 8.00 1.00 12.56 6/30/20 64,450 5,130 No 3 PASS 4.00 8.00 1.00 12.56 65,035 5,180 No 4 - No ...- 5,120 4 4 4 5/20/2020 7/1/2020Jocelynn Silva 7/1/2020Page 2 of 2c2001171