HomeMy WebLinkAboutDENSITY OF SOIL REPORT - 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\rpt002md.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 21, 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:
62' north, 80' east of southwest
corner of property, 2.5' below
grade (BG)
131.8 7.8%122.3 1 95%96%PASS
2 6
140' south, 120' east of
northwest corner of property,
1.5' BG
129.4 6.9%121.0 1 95%95%PASS
3 6
55' south, 120' east of
northwest corner of property,
2.5' BG
134.9 8.0%124.9 1 95%98%PASS
4 6 88' south, 50' east of northwest
corner of property, 2' BG 131.4 4.6%125.6 1 95%99%PASS
5 6
110' south, 25' east of
northwest corner of property, 2'
BG
124.6 2.9%121.1 1 95%95%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:37118 MS:10732
If there are questions concerning this report (rpt002md), please contact the project manager at (208) 529-8242.
Respectfully submitted,
MATERIALS TESTING & INSPECTION, INC.
Reviewed by Elizabeth Brown, P.E.
Geotechnical Engineer