HomeMy WebLinkAboutDensity & Water Content Of SoilRECE11' C 222014
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IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Riverbend Project ID: 13-0183.00
Address: St. Lucie County, Florida Report ID: D-0121
Client: Standard Pacific Homes, South Florida Date: 12/9/2014
Permit No: N/A Field Tech: Ken Thomas Test Mode: Direct Transmission
Area Tested: Lot No. 32 - Foundation Pad
Soil Description: Tan fine sand, trace roots
Proctor / LBR ID: P-0001 Max Density (PCF): 106.0 Opt Moisture (%): 12.5% Test Standard: T-180
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
o
��
Results
East End
12
0-1
117.3
105.9
10.8%
99.9%
Pass
Center Area
12
0-1
117.3
105.8
10.9%
99.8%
Pass
West End
12
0-1
1,11.6
102.1
9.3%
96.3%
Pass
r
ECEIV
D DEC
0
Testing Gauge Information: Manufacturer: Troxler Model:
. Density Standard (DS): 1997
Remarks: Depths are below slab cirade.
Legena Tor tlevation:
PR = Proofroll
SL = Springline
SG = Subgrade
BC = Basecourse
TOP = 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):
ID
22260
631
2/201 ,
m?� n9[0AWEM@Jf_'r, P;�U.
010%of;ssional Efrain"* 60675
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