HomeMy WebLinkAboutDENSITY OF SOIL REPORT 12 - 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 4/16/2014
R:\Eastern Idaho\2014
Reports\E140030c - Idaho Central
Credit Union, 673 North 2nd East,
Rexburg, ID\rpt014md.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 ATERI ALS
TESTI NG &
INSPECTION
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 #: 14-00050
Project Manager: Dan King
Inspector: Derrick Fontes and Josh Christensen
Inspection Date: April 14, 2014
As requested, MTI performed density testing in accordance with current applicable standards. The results
obtained are as follows:
145057 2 Sandy Gravel 140.7 5.4%
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
Storm drain backfill (SDB)
"trench", 50' east on
centerline of south manhole,
south storm line, 2' below
finish subgrade (BFS)
141.4 5.8%133.6 2 95%95%PASS
2 6
SDB, 45' south, 4' east of
northwest manhole, finish
grade
129.5 3.5%125.1 1 95%98%PASS
3 6
Southwest manhole, 2' east,
2' south of precast manhole,
7' BFS
146.2 5.1%139.2 2 95%99%PASS
4 8 SDB, 70' east, 3' south of
south manhole 138.7 3.8%133.6 2 95%95%PASS
5 8 SDB, 30' east, 2' north of
south manhole, 1' BFS 138.3 3.1%134.1 2 95%95%PASS
6 6
SDB, 60' east on centerline
of south manhole, finish
grade
142.7 5.1%135.8 2 95%97%PASS
7 6
Southwest manhole, 3' east,
1' north of precast manhole,
5.5' BFS
148.1 4.3%142.0 2 95%100%PASS
Lab ID
#
Material
#Material Description Material Source
Zollinger Pit Onsite Stockpile
Maximum
Density
(pcf)
Optimum
Moisture Standard Used
Native Onsite Stockpile ASTM D-1557
ASTM D-1557
Method of Testing: BS is Backscatter; Depth in inches is Direct Transmission
Gauge Information:
MTI #:42 Make & Model:Troxler 3430 Serial #:27237 Standard Counts:DS:2465 MS:626
ASTM D-6938
Density of Soil and Soil-Aggregate in Place by
Nuclear Methods (Shallow Depth)
PAGE #2 OF 2
REPORT DATE 4/16/2014
R:\Eastern Idaho\2014
Reports\E140030c - Idaho Central
Credit Union, 673 North 2nd East,
Rexburg, ID\rpt014md.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 ATERI ALS
TESTI NG &
INSPECTION
If there are questions concerning this report (rpt014md.docx), please contact the project manager at (208) 529-8242.
Respectfully submitted,
MATERIALS TESTING & INSPECTION, INC.
Reviewed by Gavin J Marron
cc: Rodger Ford, CM Company; Tom Callsen, CM Company