HomeMy WebLinkAboutCompaction TestCcy�i�c�.t'1� 0 , `S CEIti
521 NW Enterprise Drive • Port St. Lucie, FIL __'34986
Y 40 00 ( �.
(fax)
SPP, 0�9 .Z014
IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Lot 2, ,100 Island Dunes Cove, Las Tortugas Project ID: 14-1924.00
Address: Jensen Beach, St. Lucie County, Florida Report ID: D-0001
Client: Gulick Construction Company, .Inc. Date: 8/19/2014
Permit No: 1408-0067 Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: Foundation Pad
Soil Description: brown fine sand, trace shell
Proctor / LBR ID: P-1 Max Density (PCF): 107.0 Opt Moisture (%):. 12.0% Test Standard: D 1557
Compaction Required (%): 95.0%%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
°
/°
Results
Northeast
12
0-1
117.8
105.9
11.2%'
99.0%
Pass
Center
12
0-1
118.5
106.3
11.5%
99.3%
Pass
Southwest
12
0-1
118.2
106.1
11.4%
99.2%
Pass
Testing Gauge Information: Manufacturer: Troxler Model:
Density Standard (DS): 2173
Remarks: Testina Completed Below Slab Grade
Lena for elevation:
= 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
3430 S/N: 34784
Moisture Standard (MS): 609
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