HomeMy WebLinkAboutDensity & Water Content Of Soil 10-16-131 1 \
521 NW Enterprise Drive • Port St. Lucie, Florida 34Ur0'
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IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Doyle Masonry, Inc. - Various Projects Project ID: 12-1489.00
Address: Various , Report ID: D-0012
Client: Doyle Masonry, Inc. Date: 10/14/2013
Permit No: N/A Field Tech: John Postlethwaite Test Mode: Direct Transmission
Area Tested: Lot 2001, Nettles Island (Permit No: 2013-0738) - Foundation Pad
Soil Description: Gray and brown fine sand
Proctor / LBR ID: P-003 Max Density (PCF): 108.2 Opt Moisture (%): 11.7% Test Standard: D 1557
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
%
Results
Northwest Corner
12
0-1
116.9
106.8
9.5%
98.7%
Pass
West Side, Center
12
0-1
115.3
106.0
8.8%
98.0%
Pass
South Side, Center
12
0-1
112.8
107.1
5.4%
99.0%
Pass
East Side, Center
12
0-1
115.5
106.5
8.5%
98.4%
'Pass
Testing Gauge Information: Manufacturer: Troxler Model
Density Standard (DS): 2063
Remarks: Depths are below slab grade.
Sue[a0 0 w 0 I
'R = Proof roll
3L = Springline
3G = Subgrade
3C = Basecourse
rOP = Top of Pipe
1, 2, 3 = 1 st, 2nd, 3rd Lift
FL = Final Lift .
BG = Below Grade
BOF = Bottom of Footing
FG = Finished Grade
3430 S/N:
Moisture Standard (MS):
Test report shall not be reproduced, except in full, without the written approval of GFA Internatic
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