HomeMy WebLinkAboutDensity,Water Content Of Soil521 NW Enterprise Drive • Port St. Lucie, Flori' __, f986
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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-0027
Client: Doyle Masonry, Inc. Date: 10/29/2014
Permit No: N/A =- f/` ,z Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: Nettle Island, Lot No. 560 - Foundation Pad
Soil Description: Brown fine sand
Proctor / LBR ID: P-004 Max Density (PCF): 109.0 Opt Moisture (%): 13.8% Test Standard: D 1557
Compaction Required (%): 98.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
o �
Results
Southeast
12
0-1
117.1
108.1
8.3%
99.2%
Pass
Center
.12
0-1
117.0
107.6,
8.7%
98.7%
Pass
Northwest
12
0-1
116.5
107.8
8.1 %
98.9%
Pass
Southeast
12
1-2
116.3
107.3
8.4%
98.4%
Pass
Center
12
1-2
117.3
108.6
8.5%
99.6%
Pass
Northwest
12
1-2
117.6
108.2
8.7%
99.3%
Pass
GFA was informed by the cleint that piles were
installed.
Testing Gauge Information: Manufacturer: Troxler
Density Standard (DS):
Model: 3430 S/N
2173 Moisture Standard (MS):
Remarks: Testing Completed Below Slab Grade
2aule
fena Tor tlevatlon:
= Proofroll
= Springline
= Subgrade
= Basecourse
P = Top of Pipe
1, 2, 3 = 1st, 2nd, 3rd Lift
FL = Final Lift
BG = Below Grade
BOF = Bottom of Footing
FG = Finished Grade
Test report shall not be reproduced, except in full, without the written approval of GFA International
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