HomeMy WebLinkAboutSOIL NUCLEAR GAUGEPort SL Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL M986
Phone-772-92435751 Fez: 772-9243580
SCANNED
(q/() -wfs pcwt
BY
Soil Nuclear Gauge
client:
St. Lucie County
Project:
Report Date: 12/6/2019
Harold Loupe
19-7226.00
Test Method: ASTM D 6938
343 Melton Dr.
Loupe Residence Garage Addition
Fort Pierce, FL 34982
343 Melton Drive
Fart Pierce, FL 34982
Test Results
Optimum
Maximum
In Place
In Place
Probe
Min/Max
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test #
Of
Date
Proctor ID
Method
Classification
N
poll
N
(pcf)
In
Compaction
(%
Remark
1
1216/19
P-1
N/A
11.1
109.5
9.1
104.1
12
95
95 / 105
Pass
2
12/6119
P-1
N/A
11.1
109.5
9.6
103.8
12
95
95 / 105
Pass
3
12/6/19
P-1
NIA
11.1
109.5
8.9
104.7
12
96
95 / 105
Pass
Test Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN / Calibrated
Field Technician
1
Below Slab Grade: Garage pad, NW Comer,
0-1'
Troxler / T3430 / 25092 /
Bergeron, Jason
Permit #SLC 1910-0045
2
Below Slab Grade: Garage pad, Center,
0-1'
Troxler / T3430 / 25092 /
Bergeron, Jason
Permit#SLC 1910-0045
3
Below Slab Grade: Garage pad, BE Comer,
0-1'
Troxler / T3430 / 25092 /
Bergeron, Jason
Permit #SLC 1910-0045
Remarks
Comments
Pass: Tests results comply with specifications
Tests are -Direct Transmission" (Method A) unless probe depth is noted as
•Backscattef. Gauge calibration data on file with the testing agency.
'
1, 2, 3: 1-2', Below stripped surface 0-1, 1-2', HCP=50+, > 95 e/
i Compacton, PASS. HCP tests are empirically Correlated to the
relative density of the soil.
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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