HomeMy WebLinkAboutSOIL NUCLEAR GAUGE16 0 ! — O-G,30
Soil Nuclear Gauge
Report Date: 1/4/2017
Test Method: ASTM D 6938
Port St. Lucle
F8PE CA # 4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Client:
Project:
Phoenix Realty Homes, Inc.
16-3030.00
1160 North Jog Road, Suite 120
120 Ocean Estate Drive
West Palm Beach, FL 33411
Fort Pierce, FL
Test Results.
Test #
Retest
Of
Test
Date
Proctor
Method
Soil
Classification
Optimum
Moisture
("/o)
Maximum
Dry Density
(pcf)
In Place
Moisture
M
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
°
(/o)
Remark
1
12/28/16
P-1
NIA
11.2
114.1
10.2 _•
112.8
12
99
95 / 105
Pass
2
12/28/16
PA
N/A
11.2
114.1
10.1
111.9
12
98
95 / 105
Pass
3
1
1 12/28/16
P-1
N/A
11.2
114.1
10.3
112.6 1
12
99
95 / 105 1
Pass
Test nformation
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
1
Below Slab Grader Foundation Pad, Southwest Area
0-1
Troxier 343029796
Boyle, John
2
Below Slab•Grade: Foundation Pad, Center Area
0-1
Troxler3430 29796
Boyle, John
3
Below Slab Grade: Foundation Pad, Northeast Area
GA
Troxler 8430 29796
Boyle, John
:. 'Remarks
Comments
passuits Fesuits comply with specifications
1"Backscatter".
Tests are "Direct Transmission" (Method A) unless probe,depth Is noted as
Gauge calibration data on file with the testing agency.
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