HomeMy WebLinkAboutSOIL NUCLEAR GAUGE 2-6-18i-7> > -- 6 ca � 7
Ardaman Soil Nuclear Gauge Client: Project: REGEIVED
& Associates, Inc. Report Date: 2/5/2018 Chris Meyer Concrete 113-18-64-5407
Test Method: ASTM D 6938 1202 NE Frances Street 351 Notlem Drive
Port SL Lucie Branch Jensen Beach, FL 34957 351 Notlem Drive FEB 0 6 2018
Florida CA No. 6950 White City, FL
460 NW Concourse Place, Unit I
Port St Lucie, FL34986 ST. Lucie County, Permitting
Phone: 772-878-0072
n est,Restilts
Test #
Retest
Of
Test
Date
Proctor ID
Method
Sall
Classification
Optimum
Moisture
M
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place,
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%
Remark
6
4
212118
18-015
A
—
10.5
115.5
14.4
109.8
12
95
95
Pass
7
5
2/2118
18-015
A
—
10.5
115.5
12.1
111.7
12
97
95
Pass
:, _
-•
'Test,Inforinatio
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
6
Other: West Portion of Patio Addition.
-1.0
ITop of Pad
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
7
Other: East Portion of Patio Addition.
-1.0
ITop of Pad
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
r Remarks
Comments
Pass: Density Pass
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
I'Backscatter". Gauge calibration data on file with the testing agency.
Dan J. Zrallack, P.E.
Feb 05, 2018
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