HomeMy WebLinkAboutIn-Place Density & Water Content of Soil Report521 NW Enterprise Drive • Port St. Lucie, Florida 34986
(772) 924-3575 • (772) 924-3580 (fax)
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IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Shoreline Mobile Home Repair - Various Projects Project ID: 14-1689.00
Address: Various Report ID: D-0001
Client: Shoreline Mobile Home Repair Date: 6/30/2014
Permit No: Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: 783 Nettles Blvd., Nettles Island - Footings (PERMIT NO. 1404-0443)
Soil Description: Light brown fine sand, trace silt
Proctor / LBR ID: P-1 Max Density (PCF): 103.0 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
Northeast
12
0-1
114.2
102.3
11.6%
. 993%
Pass
Center
12
0-1
114.3
102.5
11.5%
99.5%
Pass
Northwest
12
0-1
113.6
102.1
11.3%
99.1 %
Pass
These tests and all previous tests do not certify the
subgrade soils have a safe bearing capacity.
No soil borings were completed, and no Geotech
reports were done.
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Testing Gauge Information: Manufacturer: Troxler Model
Density Standard (DS): 2173
Remarks: Testing Completed Below Footing Grade
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PR = Proofroll
SL = Springline
SG = Subgrade
BC = Basecourse
TOP = Top of Pipe
1, 2, 3 = 1st, 2nd, 3rd Lift
FL = Final Lift
BG = Below Grade
BOF = Bottom of Footing
FG = Finished Grade
3430 S/N:
Moisture Standard (MS)
CENED APR 141015
34784
609
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Test report shall not be reproduced, except in full, without the written approval of GFA International OUV"$11
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