HomeMy WebLinkAboutDENSITY OF SOIL REPORT 5 - 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 3/28/2014
R:\Eastern Idaho\2014
Reports\E140030c - Idaho Central
Credit Union, 673 North 2nd East,
Rexburg, ID\rpt006md.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
Project Manager: Dan King
Inspector: Parry Thomas
Inspection Date: March 26, 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: 5' north, 8' west
of southeast corner of building
(COB), -2' top of pit run (TPR)
134.1 5.3%127.4 1 95%100%PASS
2 8 15' north, 15' west of Test #1, -
2' TPR 132.0 4.0%127.0 1 95%100%PASS
3 8 40' north, 30' west of southeast
COB, -1.5' TPR 128.5 5.1%122.2 1 95%96%PASS
4 8 10' north, 45' west of southeast
COB, -1' TPR 127.9 4.6%122.3 1 95%96%PASS
5 8 40' north, 5' east of Test #4, -1'
TPR 128.3 5.2%121.9 1 95%96%PASS
6 8 20' south, 10' east of northwest
COB, TPR 132.3 4.7%126.4 1 95%99%PASS
7 8 40' south, 10' east of Test #6,
TPR 129.3 5.5%122.5 1 95%96%PASS
8 8 25' east, 30' south of northwest
COB, -6" TPR 131.5 4.2%126.2 1 95%99%PASS
9 8 35' south, 5' east of Test #8, -
6" TPR 130.0 3.9%125.1 1 95%98%PASS
10 8 25' east, 5' north of southwest
COB, -1' TPR 126.5 4.4%121.2 1 95%95%PASS
11 8 10' north, 40' west of southeast
COB, -6" TPR 128.7 4.8%122.8 1 95%97%PASS
12 8 30' north, 5' east of Test #11, -
6" TPR 130.9 5.0%124.7 1 95%98%PASS
13 8 55' east, 30' south of northwest
COB, -1' TPR 127.0 3.7%122.4 1 95%96%PASS
14 8 20' south, 10' west of northeast
COB, -1' TPR 126.0 3.9%121.3 1 95%95%PASS
15 8 60' south, 5' east of Test #14, -
1' TPR 128.2 5.0%122.1 1 95%96%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
ASTM D-6938
Density of Soil and Soil-Aggregate in Place by
Nuclear Methods (Shallow Depth)
PAGE #2 OF 2
REPORT DATE 3/28/2014
R:\Eastern Idaho\2014
Reports\E140030c - Idaho Central
Credit Union, 673 North 2nd East,
Rexburg, ID\rpt006md.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
Gauge Information:
MTI #:40 Make & Model:Troxler 3430 Serial #:23414 Standard Counts:DS:1827 MS:627
If there are questions concerning this report (rpt006md.docx), please contact the project manager at (208) 529-8242.
Respectfully submitted,
MATERIALS TESTING & INSPECTION, INC.
Reviewed by: Monica Saculles, P.E.
Geotechnical Engineer
cc: