HomeMy WebLinkAboutIn Place Density & Water Content Of Soil521 NW Enterprise Drive • Port St. Lucie, Florida 34986
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IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Lot 323, 10725 South Ocean Drive, Holiday Out at St. Lucie Project ID: 13-1009.00
Address: Jensen Beach, St. Lucie County, Florida Report ID: D-0001
Client: L & C Construction Date: 5/7/2013
Permit No: Field Tech: Brandon Leadley Test Mode: Direct Transmission
Area Tested: Foundation Pad
Soil Description: Brown fine sand, trace roots
Proctor / LBR ID: P-0001 Max Density (PCF): 108.0 Opt Moisture (%): 13.0% Test Standard
D 1557
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev'
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
%
Results
North End
12
0-1
116.8
107.1
9.1 %
99.2%
Pass
Center Area
12
0-1
115.2
106.0
8.7%
98.1 %
Pass
South End
12
0-1
116.2
106.2
9.4%
98.3%
Pass
Testing Gauge Information: Manufacturer: Troxler
Density Standard (DS):
Remarks: Depths are below bottom of slab.
lena Tor Elevation:
= Proofroll
= Springline
= Subgrade
= Basecourse
P = Top of Pipe
1, 2, 3 = 1 st, 2nd, 3rd Lift
FL = Final Lift
BG = Below Grade
BOF = Bottom of Footing
FG = Finished Grade
2571
Model:
3430 S/N:
Moisture Standard (MS):
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