HomeMy WebLinkAboutCompaction testPort St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone 772-924-35751 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 5/13/2020
Test Method: ASTM D 6938
Client:
Arthur Rutenburg Homes PSL
114 SE Via Lago Garda
Port St. Lucie, FL 34952
Project
17-6853.00
Arthur Rutenburg Homes 2017-2018 Master
Agreement
Various Locations
FL
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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 and sealed and the signature must be verified on any electronic copies.
Page 1 of 1
Test Results
Test#
Retest
Of
Optimum
Test Soil Moisture
Date ProctorlD Method Classification N
Maximum In Place
Dry Density Moisture
(pcf) N
In Place Probe
Dry Density Depth
(pcf) (in)
Min/Max
Percent Comp.
Compaction I%)
Remark
100
5/8/20 P-3 N/A 11.8
110.1 11.8
108.4
12
98 95/105
Pass
101
5/8/20 P-3 N/A 11.8
110.1 12.1
107.5
12
98 95/105
Pass
102
5/8/20 P-3 N/A 11.8
110.1 11.8
107.9
12
98 95/105
Pass
Test Information
Test #
Test Location
Elevation I Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
100
Building Pad: 7683 Pelican Point Drive, Port St Lucie, Northwest Corner of Pad.
0-1'
Troxler / T3430 125092 /
Fevrius, Carlo
101
Building Pad: 7683 Pelican Point Drive, Port St Lucie, Center of Pad.
0-1'
Troxler / T3430 / 25092 /
Fevrius, Carlo
102
Building Pad: 7683 Pelican Point Drive, Port ST Lucie, Southeast Corner of Pad.
0-1'
Troxler / T3430 / 25092 /
Fevrius, Carlo
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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pHN KE7y ''•,
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GENS,
No 6321 _
m-pph t Kent, Pi'. . r x
f'F(Zfession WagiReer'ii t 8
T
�tateCefFl�kitla\DP. ''G\
!NAL E �\.
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