HomeMy WebLinkAboutCONCRETE TEST 4 - 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:
7/20/2020Page 1 of 2
c2001258
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. April 8, 2019
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 #: ___________________________
:decalP sdraYevitalumuC ________________________ :#DI xiM ____________ Report #: __________________________
:decalP hctaB sihT noitacoL ________________________________________________________________________________
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? _______________________________________________________________
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 rm’s professionals are represented on site solely to observe operations of the contractor identied, to form opini ons 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 ob ligation 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, operat ions, and sequences of construction.
Yes No
6/19/2020 E200068c D.L. Evans
DL Evans Bank
Ethan Elison Sunny
Burns 4052 50160
404032C-2 10.00 006rc
Building floor.
10.00
4
5,610
184
17,400
15,920
H2O reducer = 170 oz
ADVATYPEF = 480 oz
4 0.40
40
60
4:08 am
5:30 am
4 1.5
8 1/2
149.16
1.00
No Ait
Max 8
6/19/20 Cylinders 5 4x8 4,000
2001258
2001259
2001260
2001261
2001262
7
28
28
28
28
4.00 8.00 1.00 12.56 6/26/20 55,410 4,410 No 5 -
4.00 8.00 1.00 12.56 7/17/20 82,285 6,550 No 5 PASS
4.00 8.00 1.00 12.56 7/17/20 85,455 6,800 No 3 PASS
4.00 8.00 1.00 12.56 7/17/20 85,105 6,780 No 2 PASS
4.00 8.00 1.00 12.56 7/17/20 85,720 6,820 No 3 PASS
No ...-
6,740
4
4
4
6/18/2020
7/20/2020Jocelynn Silva
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