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Soil Nuclear Gauge g
Client:
Protect:
ReportDate: 12/5/2017
Standard Pacific Homes, South Florida
13-0183.00
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Test Method: ASTM D 6938
825 Coral Ridge Drive
Riverbend
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Port SL Lucia
Coral Springs, FL 33071-4180
St. Lucie County, Florida
FSPE CA k 4930
607 NW Commodity Cwe
Port St. I.0
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-9 4- 5751
PMne: 77223Fax! 772.924-3580
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Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(°/ )
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
M1n1Max
Comp.
N
Remark
129
12/1117
P-1
NIA
10.2
116.0
9.2
114.6
12
99
95 / 105
Pass
130
1211117
P-1
NIA
10.2
116.0
8.7
112.1
12
97
951105
Pass
131
1211/17
P-1
N/A
10.2
116.0
9.4
113.7
12
98
951105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN I Calibrated
Field Technician
129
Below Pad Grade: Lot No, 16, Foundation Pad, Northeast Area (Permit At 1706-0271)
0-1
Troxler 13430 124566 1
Greatorex, Brandon
130
Below Pad Grade: Lot No. 16. Foundation Pad, Center Area (Permit # 1706-0271)
0-1
Troxler 13430 124566 1
Greatorex, Brandon
131
Below Pad Grade: Lot No. 16. Foundation Pad, Southwest Area (Permit # 1706-0271)
0-1
Troxler 13430 124566 !
Liverman, Robert
Remarks
I Comments
Pass: Tests results comply with specifications
Tests are `Direct Transmission" (Methed A) unless probe depth is noted as
"Backscalter". Gauge calibration data on file with the testing agency.
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SEC pe'Pa�t�F1.
col e Gou ty I
St. LU
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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Page 1 of 1
Soil Nuclear Gauge
Client:
Project:
Report Date: 12/5/2017
Standard Pacific Homes, South Florida
13-0183.00
Test. Method: ASTM D 6938
825 Coral Ridge Drive
Riverbend
Lucfe
Port St. Lucie
Coral Springs, FL 33071-4180
St. Lucie County, Florida
�'
FSPE CA A 4930
007 NW Commodity Cove
Part Lucie, FL
I �
Phone: 772-92435751 Fax 772-9243560
e.,
`
Test Results
Test #
Retest
Of
Test
Date
Proetor ID
Method
Soil
"Classification
Optimum
Moisture
("/°)
Maximum
Dry Density
(pef)
In Place
Moisture
(%)
In.Place
Dry Density
(pet).
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(°/Q}.
Remark
129
12/1/17
P 1
NIA
10.2
116.0
9.2
114.6
12
99
95 / 105
Pass
%130
12/1/17
P-1
N/A
10.2
116.9
8.7
112.1
12
97
95.1.1.05
Pass
131
92/1117
P-1
NIA
10.2
11.6.9 .
9.4
113.7
12
98
951105
Pass
Test
Information;
: Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN./ Calibrated
Field Technician
129
Below Pad Grade. Lot No.16, Foundation Pad, Northeast Area (Permit # 1706=0271)
0=1
Troxier /34301) 24566 7
Greatorex, Brandon
1.30
Below Pad.Grade: Lot.No.16. Foundation.Pad, Center Area, (Permit # 1706.0271).
0-1.
Troxler/ 34301245661
Greatorex, Brandon
131
Below Pad Grade:., Lot.No. 16, Foundation Pad; Southwest Area (Permit# 1706-0271)
0A
Troxier / 3430 / 24566 T
overman, Robert
Remarks
Comments
Pass: Tests, results Comply with'speeificatiohs
Tests are "DirectTrans mission'°(Method A) unless probe depthls noted as
'Sackscatter'. Gauge calibration data op file with ther testing agency.
4 53
2/05/20�7 —
P E. •' 0
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1
Digitally signed printed copies of this .document are not considered signed and sealed and the signature must be verified on any electronic copies.