HomeMy WebLinkAboutDENSITY OF SOIL REPORT 2 - 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 3/26/2014
R:\Eastern Idaho\2014
Reports\E140030c - Idaho Central
Credit Union, 673 North 2nd East,
Rexburg, ID\rpt003md.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: Josh Clark
Inspection Date: March 22, 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
Old storm drain trench backfill:
75' north of south property line
(PL), -18" top of asphalt (TA)
130.7 7.0%122.2 1 95%96%PASS
2 8 150' north of south PL, -18" TA 134.2 8.2%124.0 1 95%98%PASS
3 8 100' south of north PL, -18" TA 131.0 4.6%125.2 1 95%98%PASS
4 8 55' north of south PL, -8" TA 138.9 7.0%129.8 1 95%100%PASS
5 8 130' north of south PL, -8" TA 132.4 5.6%125.3 1 95%99%PASS
6 8 25' south of north PL, -5' TA 131.6 6.3%123.8 1 95%97%PASS
7 8 25' south of north PL, -3' TA 129.2 3.3%125.1 1 95%98%PASS
8 8 120' south of north PL, TA 128.7 3.5%124.3 1 95%98%PASS
9 8 40' north of south PL, TA 133.4 4.2%128.1 1 95%100%PASS
10 8 30' south of north PL, -18" TA 132.3 4.2%127.0 1 95%100%PASS
11 8 20' south of north PL, -18" TA 132.2 3.4%127.9 1 95%100%PASS
12 8 30' south of north PL, -8" TA 134.2 4.4%128.5 1 95%100%PASS
13 8 20' south of north PL, -8" TA 130.3 5.1%124.0 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 #:17 Make & Model:Troxler 3440 Serial #:34596 Standard Counts:DS:2289 MS:728
ASTM D-6938
Density of Soil and Soil-Aggregate in Place by
Nuclear Methods (Shallow Depth)
PAGE #2 OF 2
REPORT DATE 3/26/2014
R:\Eastern Idaho\2014
Reports\E140030c - Idaho Central
Credit Union, 673 North 2nd East,
Rexburg, ID\rpt003md.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 (rpt003md), please contact the project manager at (208) 529-8242.
Respectfully submitted,
MATERIALS TESTING & INSPECTION, INC.
Reviewed by Elizabeth Brown, P.E.
Geotechnical Engineer
cc: