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Port St #49
FBPE CA # 4930
607NW commodity Cove
Port St Lucia, FL 34986
n Phone: 772-92435751 F.: 772-924-3580
Soil Nuclear Gauge
Report Date: 8/22/2019
Test Method: ASTM D 6938
Client: Project:
Hector Luna 19-4423.00
P.O. Box 13736 1233 S. Brocksmith Road
Fort Pierce, FL 34979 Fort Pierce, FL SCANNED
BY
St Lucie County
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pef)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
I%)
Remark
4
8/22/19
P-1
WA
10.8
115.2
8.7
113.2
12
98
95/105
Pass
5
8/22/19
P-1
N/A
10.8
115.2
9.1
112.3
12
97
95/105
Pass
6
8/22/19
P-1
NIA
10.8
115.2
9.4
112.9
12
98
95/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN I Calibrated
Field Technician
4
Above Stripped Surface: House pad, SE Corner
2-3'
Troxler/ T3440 / 27974 /
Liverman, Robert
5
Above Stripped Surface: House pad, Center
2-3'
Troxler I T3440 127974 /
Eve an, Robert
6
Above Stripped Surface: House pad, NW Corner
2-3'
Troxler / T3440 127974 /
Liverman, Robert
'
Remarks
Comments
Pass: Tests results comply with specifications
Tests am "Direct Transmission' (Method A) unless probe depth is noted as
'Backscatter'. Gauge calibration data on file with the testing agency.
4, 5, 6: 0-1, 1-2' HCP=50+, > 95 % Compaction, PASS. HCP tests are
ern-irically correlated to the relative densitu, of the soil.
RECEIVED
AUG 2 7 =0119
ST, woe Gautttyr Permitting
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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