HomeMy WebLinkAboutIN PLACE DENSITY & WATER CONTENT 5-2-14305 10:53:A0 07-02-2014 1/1
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IN -PLACE DENSITY AND 'WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR M&HODS (SHALLOW DEPTH) - ASTM 6938
Project: Nettles Island, Jensen Beach, St. Lucie County Project ID: 12-1950.00
Address: Jensen Beach, St. Lucie County, Florida I Report ID: D-0005
Client: Nettles Island I Date: 6/30/2014
Permit No: Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: 783 Nettles Blvd - Footings (PERMIT NO. 1404-0443)
Soil Description: tan 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
o
�o
Results
Northeast
12
0-1
114.2
102.3
11.6%
99.31/16
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
1
Testing Gauge Information: Manufacturer: _ Troxler Model:
Density Standard (DS): 2173
Remarks: Testing Completed Below Footing Grade
lens for Elevation:
= 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
_3430 S/N: 34784
Moisture Standard (MS): 609
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GF
EC 7 60675 •.
Test report shall not be reproduced, except in full, without the written approval of GFA International Wally
W. Moler, P.E.
f,TATC AC
10 P-
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