HomeMy WebLinkAboutDensity & Water Content Of Soil590 N.W. Mercantile Place • Port St. Lucie, Florida 34986 ; (772) 924-3575 • (772) 924 3580 (fax)
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IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Emporium Homes Corp. (Various Locations) Project ID: 12-1547.00
Address: Various Locations Report ID: D-0001
Client: Emporium Homes Corporation Date: 8/8/2012
Permit No: Field Tech: James Hodges Test Mode: Direct Transmission
Area Tested: 4640 Arcadia Avenue, Ft. Pierce - Slab Area
Soil Description: Light brown fine sand
Proctor / LBR ID: P-001 Max Density (PCF): 102.4 Opt Moisture (%): 13; 6% Test Standard: D 1557
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Den_-sity
(PCF)
Moist.
(%)
Compaction
Location
off,
Results
Southwest Corner
12
BG
107.9
99.4
8.6%
97.1 %
Pass
Center Area
12
BG
110.5
101.1
9.3%
98.7%
Pass
Northeast Corner
12
BG
109.7
100.7
8.9%
98.3%
Pass
Permit Number 1207-0177
Testing Gauge Information: Manufacturer: Troxler
Density Standard (DS): 2364
Remarks:
Leaena Tor Elevation:
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
Model: 3430 S/N: 35219
Moisture Standard (MS): 713
Respectfully Submitted:
GFA International, Inc.
FBPE CA O
8/9/2012
Paul C. Martih, P.E.-
Professional Engineer # 65051
Test report shall not be reproduced, except in full, without the written approval of GFA International State Of. Florida
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