HomeMy WebLinkAboutSOIL NUCLEAR GAUGEAr `aman Soil Nuclear Gauge
Client:
Project:
Mo%'& Associates, Inc, Permit E MOP
Richard K. Davis Construction Corporation
113-18-64-5489
Report Date: 3/6/2020
4205 Metzger Road
Missionary Flights International-Phasel
Port St Lucie Brunch Test Method: ASTM D 6938
Fort Pierce, FL 34947
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3163 Hammond Road
Florida CA No. 5950
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Fort Pierce, FL
,tB0 NW Concourse Place, Unit I
Port St Lucie, 6
82 �uriprainhil
Phone: 772-870-0072
8L0072
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.
(%) I
Remark
282
2I25/20
8-205
—
1
110
110
0.30
108
8
90
988
Ps
283
2/0
52
82
.0
110.5
9
110.5
12
Pas
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN I Calibrated
Field Technician
282
Building Pad Fill: Cottage Pads 14. SW End of Cottage Pad 2
-1.0
Top of Pad
CPN I MC-3 / M340507396 /
Tech, Port St.
Lucie
283
Building Pad Fill: Cottage Pads 1-4. NE End of Collage Pad 2
-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
"Backscaltef'. Gauge calibration data on file with the testing agency.
RECEIVED
MAR 3 9 '^20
ST, Lucie County, Permitting
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AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY��
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED
U PENDING OUR WRITTEN APPROVAL.