HomeMy WebLinkAboutSOIL NUCLEAR GAUGEmw'uArdaman Nuclear Gauge
Client:
Project:
M`& ASSOQ18teS, Inc. Permit y1909 0090
Richard K. Davis Construction Corporation
113-18-64-5489
Report a e: 2020
4205 Metzger Road
Missionary Flights International-Phasel
Port St. Lucie Branch Test Method: ASTM D 6938
Fort Pierce, FL 34947
3163 Hammond Road
SCANNED
Florida CA No. 5950
Fort Pierce, FL
460 NW Concourse Place, Unit 1
BY
Porte Lucie, FL 34966
Si- O
Phone: 772-678-0072
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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
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(°/)
Remark
284
2/25/20
13-168
A
--
12.0
107.0
12.2
106.3
12
99
98
Pass
285
2/25/20
18-186
A
--
12.0
107.0
10.8
105.8
12
99
98
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN I Calibrated
Field Technician
284
Building Pad Fill: Cottage Pads 1-4. NW End of Cottage Pad 3
1 -1.0
Tap of Pad
CPN / MC-3 / M340507396 /
Tech, Port St. Lucie
285
Building Pad Fill: Cottage Pads 1-4. SE End of Cottage Pad 3
1 -1.0
Top of Pad
CPN / MC-3 / M340507396 /
Tech, Port St. Lucie
Remarks
Comments
Pass: Density Pass
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"BackscafteP. Gauge calibration data on file with the testing agency.
MAR 0 9 "C20
ST. Lucie County,
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THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED
U PENDING OUR WRITTEN APPROVAL.