HomeMy WebLinkAboutDENSITY OF SOIL REPORT 4 - 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 2
REPORT DATE 3/27/2014
R:\Eastern Idaho\2014
Reports\E140030c - Idaho Central
Credit Union, 673 North 2nd East,
Rexburg, ID\rpt005md.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: Parry Thomas
Inspection Date: March 25, 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 8
Building pad: 63' south, 8' east
of northwest corner of building
(COB), -2' top of pit run (TPR)
131.9 5.0%125.7 1 95%99%PASS
2 8 3' south, 10' east of northwest
COB, -2' TPR 129.6 3.7%124.9 1 95%98%PASS
3 8 30' south, 5' west of northwest
COB, -1' TPR 132.5 4.2%127.1 1 95%100%PASS
4 8 60' south, 7' east of Test #3, -1'
TPR 131.5 5.7%124.4 1 95%98%PASS
5 8 5' north, 5' east of southwest
COB, -1.5' TPR 131.2 5.9%123.9 1 95%97%PASS
6 8 40' north, 10' east of Test #5, -
1.5' TPR 130.3 5.1%124.0 1 95%98%PASS
7 8 30' east, 10' north of southwest
COB, -2' TPR 126.4 3.7%121.9 1 95%96%PASS
8 8 40' north, 8' west of Test #7, -2'
TPR 131.2 4.8%125.2 1 95%98%PASS
9 8 55' east, 15' north of southwest
COB, -2.5' TPR 128.7 4.7%122.9 1 95%97%PASS
10 8 55' north, 48' east of southwest
COB, -2.5' TPR 131.0 5.6%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 #:40 Make & Model:Troxler 3430 Serial #:23414 Standard Counts:DS:1799 MS:630
ASTM D-6938
Density of Soil and Soil-Aggregate in Place by
Nuclear Methods (Shallow Depth)
PAGE #2 OF 2
REPORT DATE 3/27/2014
R:\Eastern Idaho\2014
Reports\E140030c - Idaho Central
Credit Union, 673 North 2nd East,
Rexburg, ID\rpt005md.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
If there are questions concerning this report (rpt005md), please contact the project manager at (208) 529-8242.
Respectfully submitted,
MATERIALS TESTING & INSPECTION, INC.
Reviewed by Elizabeth Brown, P.E.
Geotechnical Engineer
cc: