HomeMy WebLinkAboutIn-Place & Water Content of Soil521 NW Enterprise Drive . Port St. Lucie, Florida 34986
07-08-2013 1/2
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IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Silver -Line Plastics Corporation, New Silo Construction Project ID:. 13-0097.00
Address: 3206 Enterprise Road, Fort Pierce, St. Lucie County, Florida - Report ID: D-0001
Client: Heritage Contracting Services, Inc. Date: 6/28/2013
Permit No: 1303-0179 Field Tech: Gary Odell Test Mode: Direct Transmission
Area Tested: Single Silo Pad, Foundation Fill
Soil Description: Gray and brown fine sand, trace silt
Proctor / LBR ID: P-1 Max Density (PCF): ' 105.0 Opt Moisture (%): 13.5% Test Standard: D 1557
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
tensity
(PCF)
Dry
Density
(PCF)
Moist.
(% )
Compaction
Location
%
Results
Southeast Area
12
0-1
115.1
105.5
9.1%
100.5%
Pass,
Northeast Area
12
0-1
111.8
103.8
7.7%
98.9%
Pass
Northwest Area
12
0-1
113.0
104.4
13.2%
99.4%
Pass
Southwest Area
12
0-1
115.1
106.1
8.5%
101.0%
Pass
Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: 25093
Density Standard (DS): • 1943 Moisture Standard (MS): 625
Remarks: Depths are below bottom of slab. i ........
Leciena for kievation:
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
Test report shall not be reproduced, except In full, without the written approval of GFA International
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