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Soil Nuclear Gauge
Report Date: 9/14/2016
Test Method: ASTM D 6938
Part St. Lucie
FBPE CA # 4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Client:
Doyle Masonry, Inc.
P.O. Box 12339
Fort Pierce, FL 34979-2339
Project:
12-1489.00
Doyle Masonry, Inc. - Various Locations
Test Results
Optimum
Maximum
In Place
In Place
Probe
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
IMin/Max
mp.
Test #
Of
Date
Proctor ID
Method
Classification
N
(pcf)
(e/a)
(pcf)
(in)
Compaction
Remark
34
9/14/16
P-1
N/A
11.0
110.0
8.0
108.1
12
98
105
Pass
Test Information
I
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN
Field Technician
34
Below Slab Grade: Nettles Island, Lot No. 1299 - Ground Floor Patio Slab, Center
0 - 1
Troxler 3430 25093
Baker, Jeff
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.
34: These tests do not certify the subgrade soils have a safe bearing
capacity. No soil borings were completed.
SEP 1 1; 2016
PERMITTING
St. Lucie County, FL
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 and sealed and the signature must be verified on any electronic copies.
Page 1 of 1
►S1a- ao37
Port St. Lucie
FBPE CA # 4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 3/1/2016
Test Method: ASTM D 6938
RECEIVrD MAR 0.12016
Client:
Doyle Masonry, Inc.
P.O. Box 12339
Fort Pierce, FL 34979-2339
Project:
12-1489.00
Doyle Masonry, Inc. - Various Locations
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
5
2/25/16
P-1
N/A
11.8
113.4
9.2
110.8
12
98
95 / 105
Pass
6
2/25/16
P-1
N/A
11.8
113.4
7.6
112.4
12
99
95 / 105
Pass
7
2/25/16
P-1
N/A
11.8
113.4
8.5
112.7
12
99
95 / 105
Pass
8
2/25/16
P-1
N/A
11.8
113.4
8.8
111.3
12
98
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
5
Below Footing Grade: 1299 Nettles Island, St. Lucie County - Grade Beam, North Wall
Center of Footing (PERMIT NO: 1512-0037)
0-1
Troxler T3440 27974
Rivera, Angel
6
Below Footing Grade: 1299 Nettles Island, St. Lucie County - Grade Beam, East Wall Center
of Footing (PERMIT NO: 1512-0037)
0-1
Troxler T3440 27974
Rivera, Angel
7
Below Footing Grade: 1299 Nettles Island, St. Lucie County - Grade Beam, West Wall
Center of Footing PERMIT NO: 1512-0037
0-1
Troxler T3440 27974
Rivera, Angel
8
Below Footing Grade: 1299 Nettles Island, St. Lucie County - Grade Beam, South Wall
Center of Footing (PERMIT NO: 1512-0037)
0-1
Troxler T3440 27974
Rivera, Angel
Remarks
Comments
Related Tests
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.
I Test #
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.Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1