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
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