HomeMy WebLinkAboutDensity & Water Content O Soil 4-18-14`81 t7t
521 NW Enterprise -Drive • Port St. Lucie, Florida 34986 �' (772) 924-3575 • (772) 924-3580 (fax)
'�TFRNAi%0
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-0101
Client: Standard Pacific Homes, South Florida Date: 2/19/2014
Permit No N/A Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: Lot No. 19 - Pavillion Near Water (PERMIT NO. 14010110)
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
Southwest Area
12
0-1
114.7
105.1
9.1 %
99.2%
Pass
Center Area
12
0-1
115.1
105.3
8.8%
99.3%
Pass
Northeast Area
12
0-1
114.9
105.4
9.0%
99.4%
Pass
Testing Gauge Information: Manufacturer: Troxler Model:
Density Standard (DS): 2178
Remarks: Testing Completed Below Slab Grade
Legeno Tor tlevatlon:
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: 34784
Moisture Standard (MS): 609
est report shall not be reproduced, except in full, without the written approval of GFA International Jii$
T
E
,ea�nrie�eeeaA°J
i�
# 60675 ; *:
12.
gild W. Moler, P.E. :X—
o
iNiotg�l�inggr # •
W�rbaR t
Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections •
Florida's Leading Engineering Source
www.teamgfa.com
��i j� ���o�e��Q►i`1 p I i a n ce