HomeMy WebLinkAboutSOIL NUCLEAR GAUGEJ9O8- 0& >'3
Soil Nuclear Gauge
Client:
Project:
Report Date: 10/8/2019
Michael Loupe
19-6126.00
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'FeNATO�'
Test Method: ASTM D 6938
372 Melton Dr
372 Melton Drive
Port St. Lucia
Ft Pierce, FL 34982
Fort Pierce, FL
6GANNED
FSPE CA A?4930
BY
607 NW CommotlM1y Cove
Pod St Lucie, FL 34966
St. Lucie County
Phone: 772-92435751 Fax: n2-924-3560
Test. Results
Test
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pc
Probe
Depth
In
Percent
Compaction
Min/Max
Comp.
(%)
Remark
1
10/2/19
P-1
N/A
9.2
109.5
7.7
104.1
12
95
951105
Pass
2
10/2119
P-1
N/A
9.2
109.5
7.9
104.7
12
96
95/105
Pass
3
10/2/19
P-1
N/A
9.2
109.5
8.1
103.8
12
95
95/ 105
Pass
Test Information
Test #
-
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Below Slab Grade: 372 Melton Dr, Ft Pierce, Permit #1908-0613, SW Comer
0-1'
Troxler / T3440 / 27974 /
Bergeron, Jason
2
Below Slab Grade: 372 Melton Dr, Ft Pierce, Permit #1908-0613, Center
0-1'
Troxler / T3440 / 27974 /
Bergeron, Jason
3
Below Slab Grade: 372 Melton Dr, Ft Pierce, Permit #1908-0613, NE Comer
0-1'
Troxler / T3440 127974 /
Bergeron, Jason
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 with the testing agency.
1, 2, 3: Below stripped surface 0-1, 1-2', HCP=50+, > 95 %
Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
axe-
OCT B 2019
Permitting Department
St. Lucie Countyr FL
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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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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