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Port St. Lucie
FBPE CA # 49M
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: M-924-35751 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 7/13/2020
Test Method: ASTM D 6938
Client:
Don Hinkle Construction, Inc.
219 Hunt Ave.
Fort Pierce, FL 34946
Project:
18-4369.00
Don Hinkle Construction, Inc. 2018 Master
Agreement
Various locations
FL
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
p
In Place
Moisture
%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
%)
Remark
15
718/20
1537 - D1557
N/A
11.1
108.2
11.8
103.6
12
96
95 / 105
Pass
16
7/8/20
1537 - D1557
N/A
11.1
108.2
11.9
104.9
12
97
95 / 105
Pass
17
718/20
1537 - D1557
N/A
11.1
108.2
11.9
103.8
12
96
95 / 105
Pass
Test Information
Test #
Test Location
Elevation I
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
15
Below Slab Grade: Pad for stemwall, 7405 Silver Oak, Port St Lucie, SW side.
0-1'
Troxler / T3430 / 22260 /
Evans, Amber
16
Below Slab Grade: Pad for stairwell, 7405 Silver Oak, Port St Lucie, NE side.
0-1'
Troxler / T3430 / 22260 /
Evans, Amber
17
Below Slab Grade: Pad for stemwall, 7405 Silver Oak, Port St Lucie, center.
0-1'
Troxler / T3430 122260 /
Evans, Amber
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.
15, 16, 17: Below stripped surface 0-1, 1-2' HCP 70+, > 95 %
Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
`\GEN&j"
No 63218
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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