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Soil Nuclear Gauge
Client:
Project:
ll
- as63
Gf�
Report Date: 11/21/2019
GHO Homes Corporation
15-0338.00
`r,'Faaama�`,
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowood Golf & Country Club
Port St. Lucie
Port St. Lucie, FL 34986,
Fort Pierce, Flotida
SCANNED
FBPE CA # 4930
BY
607 NW commodity Cove
Part St Lurie, FL U986
St. Lucie County
Phone: 7Tt-92435751 Fec 7r2-924.3580
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
(p
In Place
Moisture
%
In Place
Dry Density
pc
Depth
(in)
Probe195
Min/Max
Comp.
%
Remark
133
11119/19
P-3
NIA
11.2
113.3
8.8
109.4
1295/105
Pass
134
11/19/19
P-3
NIA
11.2
113.3
9.1
110.7
1295/105
Pass
135
11/19/19
P-3
NIA
11.2
113.3
9.1
108.2
1295/105
Pass
Testlnformation
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN I Calibrated
Field Technician
133
Below Stripped Surface: Lot 67, NW Comer
0-1'
Troxler / T3440127974 /
Liverman, Robert
134
Below Stripped Surface: Lot 67, Center
0-1'
Troxler / T3440127974 1
Liverman, Robert
135
Below Shipped Surface: Lot 67, SE Comer
0-1'
Troxler / T3440 / 27974 /
Livertnan, Robert
Remarks
Comments
i Pass: Tests results comply wth specifications
Tests are'Direct Transmission" (Method A) unless probe depth is noted as
'Backscaker•. Gauge calibration data on file with the testing agency.
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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