HomeMy WebLinkAboutSOIL NUCLEAR GAUGEPort St Lucie
FBPE CA 44930
521 NW Enterpuse Drive
Pon St Lode, FL 34NO
Phonw 772.924-35751 Fw P2-924d560
Soil Nuclear Gauge Client: Project:
Report Date: 1/18/2016 Phoenix Realty Homes, Inc. 13-2092.02
Test Method: ASTM D 6938 1760 North Jog Road, Suite 120 Tarpon Flats
West Palm Beach, FL St. Lucie County, Florida
x `,.Test Results--
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
en
In Place
Moisture
(%
in Place
Dry Density
pc
Probe
Depth
In
Percent
Compaction
Min/Max
Comp -
/
Remark
13
1/18F16
P-1
WA
11.8
102.3
13.6
99.6
12
97
95 / 105
Pass
14
1118116
P-1
N/A
11.8
102.3
13.0
101.4
12
99
951105
Pass
15
1/18116
P-1
WA
11.8
102.3
14.1
100.8
12
99
95/405
Pass
- - Test Information
Test #
Test Location I
Elevation
Reference.
Gauge
Make f Model I SN
Field Technician
13
Below Slab Grade: Lot No. 28, Foundation Pad, Southeast End
0-1 1
Troxler T3430 22260
Thomas, Kenneth
14
Below Slab Grade: Lot No. 28; Foundation Pad, Northwest End
0 - 1
Troxier T3430 22260
Thomas, Kenneth
15
Below Slab Grade: Lot No. 28, Foundation Pad, Center Area
0- 1
Troxler T3430 22260
Thomas, Kenneth
Remarks
Comments ,
RelatetiTests
Pass: Tests results comply with specifications
Tests are •DirectTraremisslon' (Method Al unless, probe depth Is noted as'Backscaber'.
uge calibration data on fife with me testing agency.
I Test #
I Related Test #
TestType
SCANNED
BY
St Lucie County
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
��1�1tiG t N1 i a r ts.rJ�s�e
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Gd viarzo"rs
Donald W. Moler, P.E.
Brofessional Engineer # 606]5+p
�:%ata of Florida
,J'rd 11,1811111 0 N Pa
Page 1 of 1
See- •Isl 1 -o►Zis
Part St. Lucia
F9PE CA # 4930
521 thV Enterpme Dme
Poa aL Lucie, FL 34985
Phone: T72-924-35751 Fax7 772-9243580
Soil Nuclear Gauge
Client,
Report Date: 1/18/2016
Phoenix Realty Homes, Inc.
Test Method: ASTM D6938
1760 North Jog Road, Suite 120
West Palm Beach, FL
Project:
13-2092.02
Tarpon Flats
St. Lucie County, Florida
' - - Test`Re"sults
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
p
In Place
Moisture
(%
In Place
Dry Density
cf)
Probe
Depth
In
Percent
Compaction
'Min/Max
Comp.
(%
Remark
13
1118/16
P-1
WA
11.8
102.3
13.6
99.6
12
97
95 / 105
Pass
14
1118118
P-1
NIA
11.8
102.3
13.0
101.4
12
99
951 105
Pass
- 15
1/18/16
P-1
NIA
-11.8
102.3
14.1
100.8
12
99
95/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Modell SN
Field Technician
13
Below Slab Grade: Lot No. 28, Foundation Pad, Southeast End
0 - 1
Troxier T3430 22260
Thomas, Kenneth
14
Below Slab Grade: Lot No. 28, Foundation Pad, Northwest End
0 - 1
Troxier T3430 22260
Thomas, Kenneth
15
Below Slab Grade: Lot No. 28, Foundation Pad, Center Area
0-1
Troxier T3430 22260
Thomas, Kenneth
Remarks
.. Comments
' <
RelatediTests '
Pass: Tests results comply with specifications
Tests are'Direct Tmrsmissidn' (Method A) unless probe depth is noted as'Bsckscatter'.
Gauge calibration data on file with the testing. agency.
I Test #
I RelatedTest;T
TestType
t131t
Donald W. Moler, P.E.
Professional Engineer #
tS ataof Florida
N A'
X
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1