HomeMy WebLinkAboutCONCRETE TEST 10 - 19-00780 - 500 N 2nd E - DL Evans Bank2791 S Victory View Way, Boise, ID 83709
208.376.4748 | oneatlas.com
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, ATLAS TECHNICAL CONSULTANTS, LLC
cc: Larry Skelton; Kai Risung; Tom Lennon; Jim Turner; Kristina Teichert; Josh Morgan
Attachments:
rpt010ad
www.oneatlas.com
DENSITY OF BITUMINOUS CONCRETE IN PLACE
BY NUCLEAR METHODS (ASTM D-2950)
Rev. Sept 28, 2020
Make & Model:Gauge #:Serial #:Standard Counts: DS:MS:
NOTICE: Our professionals are represented on site solely to observe operations of the contractor to form opinions about the adequacy of those operations, and to report those
opinions to our client. The presence and activities of our representatives do not relieve any contractor from its obligation to meet contractual requirements. No one except our client may 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: ________________
Contractor Initials: ____________
Date: _______________ File #: _____________________ Project Name: ____________________________________
Contractor: _________________________________________ Permit #: ________________________________________
Inspector: __________________________________________ Weather: _______________________________________
Paving Contractor: ___________________________________ % Compaction Spec.: ______________________________
Material Source: _______________________________ Asphalt Mix Description: _________________________________
Marshall Unit Weight:____________ Hveem Max. Theoretical: ___________ Super Pave Max. Theoretical: ____________
Mix Temperature (˚F) (Delivered): __________ Mix Design Provided: Yes No Mat Thickness Spec.: ___________
No cores have been taken to establish a core to gauge correlation factor. Compaction values reports above are uncorrected and for information only.
Test #Element and Location Test A(pcf)Test B(pcf)Average(pcf)Core Correlation
Corrected Density (pcf)
% Compaction Core Thickness
Notes:
Date of Last Calibration:
10/12/2020 E200068c DL Evans Bank
Construction Solutions
Brock Thornock Windy
Thompson paving 92-96
HK Willow Creek 1/2 SP3
150.7
300 4 N/A
1 15’ W 6’ S of SW corner of building 140.2 141.0 140.6 140.6 93.3
2 18 W 0’ S of SW corner of building 141.9 141.0 141.5 141.5 93.9
3 11’ W 21’ N of SW corner of building 142.0 142.3 142.2 142.2 94.3
4 9’ N 12’ E of NW corner of building 143.1 142.2 142.7 142.7 94.7
40 Troxler 3430 23414 1581 615
4
5/10/2020
10/12/2020
4
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