HomeMy WebLinkAboutDENSITY-WATER CONTENT OF SOIL AND AGGREGATE - NUCLEAR METHOD521 NW
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IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Riverbend Project ID. 13-0183.00
Address: St. Lucie County, Florida Report ID: D-0127
Client: Standard Pacific Homes, South Florida Date: 5/29/2015
Permit No: N/A Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area I ested: Lot No. 45 - Foundation Pad
Soil Description: brown fine sand
Proctor / LBR ID: P-007 Max Density (PCF): 106.0 Opt Moisture (%): 12.0% Test Standard: D 1557
Compaction
Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
�o
Results
Northeast
I
12
0-1
117.0
104.8
11.6%
98.9%
Pass
Center
12
0-1
117.0
105.3
11.1 %
99.3%
Pass
Southwest
12
0-1
117.5
105.5
11.4%
99.5%
Pass
i
SCANA
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ski
Xcip
I
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ECEIVED
Testing Gauge Information: Manufacturer: Troxler Model: 3411 S/N: 11569
Density Standard (DS): 2173 Moisture Standard (MS): 609
Remarks: Testing Completed Below Slab Grade
Legend for Elevation:
PR = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift G s�►`I�- •�9����
SL = Springline FL = Final Lift F30 '.
SG = Subgrade BG =Below Grade 675
BC = Basecourse BOF = Bottom of Footing 6iLzizoT�
TOP Top of Pipe FG = Finished Grade on Id W. Moldr, P.E. • Er
.�pecssion�F�r�n�F# l$
Test report shall not be reproduced, except in full, without the written approval of GFA International Vjt� f Flgrlda
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