HomeMy WebLinkAboutSOIL NUCLEAR GAUGE PAPERWORK/Xc'� - v i -/ 7
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Soil Nuclear Gauge
Report Date: 1/28/2020
Test Method: ASTM D 6938
Client:
Phoenix Realty Homes, Inc.
1760 North Jog Road, Suite 120
Project:
17-0495.00
Phoenix Realty Homes - Various Locations
Port St. Lode
West Palm Beach, FL 33411 SCANNE®
FBPE CA#4930
507 NW Commodity Cove
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Port Lude, FL 34988
Phone:e: T12-92435751 Fex: 772-924355D
St. Lucie County
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
pe
In Place
Moisture
%)
In Place
Dry Density
(pcf)
Probe
Depth
in
Percent
Compaction
Min/Max
Comp.
%
Remark
30
7/16/18
P-1
NIA
11.8
102.3
9.8
105.6
12
103
98 / 105
Pass
31
7/16/18
P-1
NIA
11.8
102.3
9.7
105.9
12
104
98 / 105
Pass
32
7/16/18
P-1
NIA
11.8
102.3
9.6
106.0
12
104
98/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SIN / Calibrated
Field Technician
30
Below Slab Grade: Tarpon Flats, Lot 31, 3910 Duneside Drive, NW corner of pad
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
31
Below Slab Grade: Tarpon Flats, Lot 31, 3910 Duneside Drive, SE comer of pad
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
32
Below Slab Grade: Tarpon Flats, Lot 31. 3910 Duneside Drive, Center of pad
0-1
Troxler/ 3430 / 24566 /
Presson, Thomas
Remarks
Comments
Pass: Tests results comply with specifications
Tests are'Direct Transmission' (Method A) unless probe depth is noted as
'Backscatter'. Gauge calibration data on file Wth the testing agency.
30, 31, 32: 1-2, 2-3, 3-4 HCP=40+, > 95 % Compaction, PASS. HCP
tests are ernpirfeally correlated to the relative density of the soil.
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