HomeMy WebLinkAboutDENSITY OF SOIL REPORT 3 - 14-00050 - Idaho Central Credit Union
ASTM D-6938
Density of Soil and Soil-Aggregate in Place by
Nuclear Methods (Shallow Depth)
PAGE #1 OF 1
REPORT DATE 3/26/2014
R:\Eastern Idaho\2014
Reports\E140030c - Idaho Central
Credit Union, 673 North 2nd East,
Rexburg, ID\rpt004md.docx
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 Rev. January 21, 2014
M AT E RI ALS
TESTI NG &
INSPECT ION
Dustee Woolstenhulme Phone: 208-239-3003
Idaho Central Credit Union Fax: 208-239-3053
PO Box 2469 Other: EMAIL ONLY
Pocatello, ID 83206
Project: Idaho Central Credit Union, 673 North
2nd East, Rexburg, ID
Permit #:
Project Manager: Dan King
Inspector: Art Weiser
Inspection Date: March 24, 2014
As requested, MTI performed density testing in accordance with current applicable standards. The results
obtained are as follows:
145056 1 Pit Run 127.2 7.5%
Test #
Probe
Depth
(in)
Location
Wet
Density
(pcf)
%
Moisture
Dry
Density
(pcf)
Material #
Required
%
Compaction
%
Compaction Pass/Fail
1 6
Structural fill for building
site: 95' north, 75' east of
southwest corner of
property, 3.5' below grade
(BG)
128.6 3.3%124.5 1 95%98%PASS
2 6
155' south, 122' east of
northwest corner of
property, 2' BG
133.6 5.1%127.1 1 95%100%PASS
3 6
90' south, 98' east of
northwest corner of
property, 2' BG
133.4 6.0%125.8 1 95%99%PASS
4 6
120' south, 77' east of
northwest corner of
property, 2' BG
132.8 4.9%126.6 1 95%100%PASS
5 6
98' north, 72' east of
southwest corner of
property, 2' BG
128.5 3.5%124.1 1 95%98%PASS
Lab ID
#
Material
#Material Description Material Source
Maximum
Density
(pcf)
Optimum
Moisture Standard Used
Zollinger Pit Onsite Stockpile ASTM D-1557
Method of Testing: BS is Backscatter; Depth in inches is Direct Transmission
Gauge Information:
MTI #:18 Make & Model:CPN MC-3 Serial #:M360708402 Standard Counts:DS:37326 MS:10728 If there are questions concerning this report (rpt004md), please contact the project manager at (208) 529-8242.
Respectfully submitted,
MATERIALS TESTING & INSPECTION, INC.
Reviewed by Elizabeth Brown, P.E.
Geotechnical Engineer