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M
521 NW Enterprise Drive ! Part St. Lucie, Florida 34985
1T'06a,m. 09-18-2014 1 /1
(772) 924-3575 • (772) 924-3580 (fax)
FINArt
IN-P �A STY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: GM Construction, LLC - Various Projects Project ID: 13-2377.00
Address: Vri aous f Report ID: D-0002
Client: GM Construction, LLC Date: 9/16/2014
Permit No: N/A Field Tech: Daniel Decaro _Test Mode: Direct Transmission
Area Tested: 10751 South Ocean Drive, Jensen Beach (Lot B-8) - Footings (PERMIT NO. 14060259)
Soil Description: Brown fine sand with shell fragments
Proctor / LBR ID: P-1 Max Density (PCF): 110.0 Opt Moisture (%): 8.0% Test Standard: D 1557
Compaction Required (%): - 95.0%_
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
e
��
Results
Northeast
I
12
0-1
115.0
108.3
6.2%
98.5%
Pass
Center
I
12
0-1
115.5
108.1
6.8%
98.3%'
Pass
Southwest
I
12
0-1
115.1
108.5
6.1 %
98.6%
Pass
I
i
i
i
I
Testing Gauge Information: Manufacturer: _ Troxler _ Model: 3430 S/N: 34784
Density Standard (DS): 2173 Moisture Standard (MS): 609
Remarks: Testing Completed Below Footing Grade
lend for tievatlon:
= Proofroll
1, 2, 3 =1 st, 2nd, 3rd Lift
= Springline
FL = Final Lift
= Subgrade
BG = Below Grade
= Basecourse
BOF = Bottom of Footing.
P = Top of Pipe
FG = Finished Grade
Test renort shall not he renmrimed. extent in full. without
of GFA International
GF
®. : _ 675
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® Geotechnlcal ! Construction Materials Testing o Special and Threshold Inspections ! ?!%i g �•. A
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