HomeMy WebLinkAboutIn Place Density & Water Content Of Soil521 NW Enterprise Drive • Port St. Lucie, Florida 34986
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%1W017 MAY 13 2015 PEPUAITTING
7a ty
Lucie Coun, FL
IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Holiday Out, Various Lots Project ID: 14-3130.00
Address: Jensen Beach, Florida Report ID: D-0001
Client: L & C Construction Date: 12/17/2014
Permit No: Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: Lot No. 15 - Foundation Pad (PERMIT NO. 14100273)
Soil Description: light brown fine sand
Proctor / LBR ID: P-1 Max Density (PCF): 103.0 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
%
Results
Northeast
12
0-1
113.8
102.1
11.5%
99.1 %
Pass
Center
12
0-1
112.9
101.6
11.1 %
98.6%
Pass
Southwest
12
0-1
113.3
101.4
11.7%
98.4%
Pass
Testing Gauge Information: Manufacturer: Troxler
Density Standard (DS):
Remarks: Testing Completed Below Slab Grade
Jena Tor cievauon:
= Proofroll
1, 2, 3 = 1st, 2nd, 3rd Lift
= Springline
FL = Final Lift
= Subgrade
BG = Below Grade
= Basecourse
BOF = Bottom of Footing
P = Top of Pipe
FG = Finished Grade
2173
Model:
3430 S/N:
Moisture Standard (MS):
34784
609
Air
�P� �4930
Np 675
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Test report shall not be reproduced, except in full, without the written approval of GFA International
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