HomeMy WebLinkAboutSOIL NUCLEAR GAUGEArdamanSoil Nuclear Gauge
�'& Associates, Inc., Perm 'G#`1S09,0' 0911
Repo a e: 3I6I2020
Pod St. Lucie Branch Test Method: ASTM D 6938
Flonla CA No. 5950
460 NW Conruuree Place, Unit 1
Port St Lucie, FL 34986
Client:
Project:
Richard K. Davis Construction Corporation
4205 Metzger Road r �1�1
Fort Pierce, FL 34947 S�J1�pMMM
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113-18-64-5489
Missionary Flights International-Phasel
3163 Hammond Road
Fort Pierce, FL
Phone: 772-878-0072
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Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(°/)
In Place
Dry Density
(pct)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
M
Remark
286
/252
20055
1.0
109
1102
12
100
988
Pass
I0
22512
18-
A
1
110.5
111.0
12
00287
Pass
Test Information
Test*
Test Location
I Elevation
Reference
Gauge
I Make I Model I SN I Calibrated
Field Technician
286
1 Building Pad Fill: Cottage Pads 1-4. SW End of Cottage Pad 4
1 -1.0
ITop of Pad
I CPN / MC-31 M340507396!
ITech, Port St. Lucie
287
113uilding Pad Fill: Cottage Pads 1-4. NE End of Cottage Pad 4
1 -1.0
17rop of Pad
CPN / MC-3I M3405073961
ITech, Port St. Lucie
Remarks
Comments
Pass: Density Pass
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscaderr. Gauge calibration data on file with the testing agency.
RECEIVED
ST, Lucle County, Permitting
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPEI
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED
PENDING OUR WRITTEN APPROVAL.
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