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IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: 3327 NW Perimeter Rd. Project ID: 13-2380.00
Address: 3327 NW Perimeter Road, Palm City Report ID: D-0001
Client: Oak Hammock Construction Date: 11/6/2013
Permit No: Field Tech: Gary Odell Test Mode: Direct Transmission
Area Tested: Attached Addition Foundation Fill (PERMIT NO. 1309 0097)
Soil Description: Brown Fine Sand
Proctor / LBR ID: P-1 Max Density (PCF): 107.0 Opt Moisture (%): 13.0% Test Standard: D 1557
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
o
/o
Results
Foundation - Northwest Area
12
0-1
116.1
105.1
10.5%
98.2%
Pass
Foundation - Center
12
0-1
118.3
107.0
10.6%
100.0%
Pass
Foundation - Southeast Area
12
0-1
116.5
105.3
10.6%
98.4%
Pass
Testing Gauge Information: Manufacturer: Troxler
Density Standard (DS):
Remarks: Testing Completed Below Slab Grade
E)gena for tlevatlon:
R = Proofroll
L = Springline
G = Subgrade
C = Basecourse
OP = 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: 25093
1930 Moisture Standard (MS): 635
Test report shall not be reproduced, except in full, without the written approval of GFA International
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