HomeMy WebLinkAboutSOIL NUCLEAR GAUGE0
Port St. Lucia
FBPE CA # 4930
521 NW Enterprise Drive
Part St. Lucie. FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 4/3/2017
Test Method: ASTM D 6938
Client:
Phoenix Realty Homes, Inc.
1760 North Jog Road, Suite 120
West Palm Beach, FL 33411
Project:
16-1614.00
121 Queen Gunevier Court
Fort Pierce, Florida
Test Results
Test At
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
1
3/28/17
P-1
N/A
10.4
117.1
8.0
114.5
12
98
95 / 105
Pass
2
3/28117
P-1
N/A
10.4
117.1
6.4
115.8
12
99
95 / 105
Pass
3
3/28117
P-1
N/A
1 10.4
1 117.1
1 7.8
1 114.6
1 12
1 98
1 95 / 105 1
Pass
4
3/28117
P-2
N/A
12.0
103.1
5.3
101.5
12
98
95 / 105
Pass
5
3/28/17
P-2
NIA
12.0
103.1
7.3
99.4
12
96
95 / 105
Pass
6
3/28/17
P-2
N/A
12.0
103.1
7.1
99.1
12
96
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
1
Below Slab Grade: Foundation pad, center
0-1
Troxler 3430 26474
Grimes, John
2
Below Slab Grade: Foundation pad, northwest corner
0-1
Troxler 3430 26474
Grimes, John
3
Below Slab Grade: Foundation pad, southeast comer
0-1
Troxler 3430 26474
Grimes, John
4
Below Bottom of Footing: Footing, east side
1-2
Troxler 3430 34907
Grimes, John
5
Below Bottom of Footing: Footing, west side
1-2
Troxler 3430 34907
Grimes, John
6
Below Bottom of Footing: Footing, north side 1
11-2
Troxler 3430 34907
1 Grimes, John
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.
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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 d -and sealeaadihe signaturrnlst beerified on anyetectronio copies.
Page 1 of 1
T
NA'nON
Delray Beach
FBPE CA # 4930
1215 Wallace Drive
Delray Beach, FL 33444
Phone: 561-347-66701 Fax: 561-395.5805
Client: Project:
Report Date: 4/3/2017 Phoenix Realty Homes, Inc. 16-1614.00
Test Method: ASTM D 6938 1760 North Jog Road, Suite 120 121 Queen Gunevier Court
West Palm Beach, FL 33411 Fort Pierce Florida
Soil Nuclear Gauge
Results: .. Test
d
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(In)
Percent
Compaction
Min/Max
Comp.
e ( /o)
Remark
1
3/28/17
PA
N/A
10.4
117.1
8.0
114:5
12
98
95 / 105
Pass
2
3/28/17
P-1
N/A
10.4
117.1
6.A
115.8
12
99
95 / 105
Pass
3
3/28117
P-1
N/A
10A
117.1
7.8
114.6
12
98
951105
Pass
4
3128117
P-2
NIA
12.0
103.1
5.3
101.5
12
98
95 / 105
Pass
5
3128/17
P-2
NIA
12.0
103.1
7.3
99.4
12
96
951105
Pass
6
3/28/17
P-2
NIA
12.0
103.1
7.1
99.1
12
96
95/105
Pass
1 .
'Test Information'
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
1
Below Slab Grade: Foundation pad, center
0-1
Troxler 3430 26474
Grimes, John
2
Below Slab Grade: Foundation pad, northwest corner
0-1
Troxler 3430 26.474
Grimes, John
3
Below Slab Grade: Foundation"pad, southeast corner
0-1
Troxler 343026474
Grimes, John
4
Below Bottom of Footing: Footing, east side
1-2
Troxler 3430 34907
Grimes, John
5
1 Below Bottom of Footing: Footing, west side
1-2
Troxier 3430 34907
Grimes, John
6
jBelow Bottom of Footing: Footing, north side
1-2
Troxler 3430 34907
lGrimes, John
Remarks:
P Comments . k
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.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
and sealed and the signature must be verified on any electronic
///1Ilill0 0
/612
03
Soil Nuclear Gauge
I';I
Client:
Project-
rReport
Date: 4/3/2017
Phoenix Realty. Homes, Inc.
16-1614.00
y4�e
Test Method: ASTM D 6938
1760 North Jog Road, Suite 120
121 Queen Gunevier Court
Delray Beach
West Palm Beach, FL 33411
Fort Pierce, Florida
FBPE CA @ 4930
1216 waeace Drive
Delray 0.0, FL 33444
Phoon: 561.347.00701 Fen: 561-395.5805
Test, Results„
Optimum
Maximum
In Place
In Place
Probe
MinlMax
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
II
Test#
Of
Date
Proctor ID
Method
Classification
(%
(pcf)
(%
pcf)
in
Compaction
%
Remark
1
3128/17
P-1
NIA
10.4
117.1
8.0
114.5
12
98
951105
Pass
2
3/28/17
P-1
N/A
10.4
117.1
6.4
115.8
12
99
95/105
Pass
3
3128117
P-1
NIA
10.4
117.1
7:8
114.6
12
98
951105
Pass
4
3128A7
1 12
N/A
12.0
103.1
5.3
101.5
12
98
951105
5
3/28I17
- P-2
NIA
12:0
103.1
7,3.
99.4
12
961
951105
Passe
6
3/28/17
P-2
NIA
12.0
103.1
7.1
99.1
12
96
95 / 105
Pass
Testlnformatiom,
Gauge
�.
Test #
Test Location
Elevation
Reference
Make !.Model / SN
Fleld Technician
1
Below Slab Grade: Foundation pad, center
0-1
Troxler 3430 26474
Grimes, John
2
Below Slab Grade: Foundation pad, northwest corner
0-1
Troxler 3430
Grimes, John
3
Below Slab Grade: Foundation, pad. southeast corner
0-1
Troxler 3430 26474
Grimes, John II
4
Below Bottom of Footing: Footing, east side
1-2
Troxler 3430 34907
Grimes, John I,
5
Below Bottom of Footing: Footing, west side
1-2
Troxler 3430 34907
Grimes, John �I
6
1 Below Bottom of Fooling: Footing, north side
1
11-2
1
Troxler 3430 34907 -
Grimes, John
-Remarks
"Comments-
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth Is noted as
°Backscatler". Gauge earbrallon data on file with the testing agency.
i
REF Rso;;r ,
,4-:
M
.. �'
Test Reports shall not be reproduced, except in full, without the written approval of UVA international Inc. �i i i I t I tt
NG I�� Wi of
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. /%r t�
14