HomeMy WebLinkAboutDensity & Water Content Of Soil521 NW Enterprise Drive • Port St. Lucie, `rlonda 34986
(772)924-3575 a (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: PGA Village Clubhouse Addition Project ID: 12-1287.01
Address: 1916 Perfect Drive, Port St. Lucie, Florida Report ID: D-0011
Client: PGA of America I Date: 11/17/2014
Permit No: N/A Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: New Fence Footings
Soil Description: Brown fine sand
Proctor / LBR ID: P-1 Max Density (PCF) 110.0 Opt Moisture (%): 9.5% Test Standard: T-180
Compaction Required (%): 98.0%
Probe
Depth
(in)
Elev,
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
'�o
Results
Map Location 1
12
0-1
117.2
108.6
7.9%
98.7%
Pass
Map Location 2
12
0-1
117.5
109.2
7.6%
99.3%
Pass
Map Location 3
12
0-1
118.8
109.8
8.2%
99.8%
Pass
Map Location 4
I
12
0-1
118.6
109.5
8.3%
99.5%
Pass
Map Location 5 I
12
0-1
.117.6
108.9
8.0%
99.0%
Pass
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Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: 34784
Density Standard (DS): 2173 Moisture Standard (MS): 609
Remarks: Depths are below
ieno Tor tlevation:
= Proofroll
= Springline
= Subgrade
= Basecourse
P = Top of Pipe
1, 2, 3 =1 st, 2nd, 3rd Lift
FL = Final Lift
BG = Below Grade
BOF = Bottom of Footing
FG = Finished Grade
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ITest report shall not be reproduced, except in full, without the written approval of GFA International `
Environmental • Geotechnical a Construction Materials Testing a Special and Threshold Inspections
Florida's Leading Engineering Source
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521 NW Enterprise Drive • Port St. Lucie, f=ionda 34986
(772)924-3575 • (772)924-3580 (fax)
1
1
1
1
IN -PLACE DENSITY ANDI WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: PGA Village Clubhouse Addition Project ID: 12-1287.01
Address: 1916 Perfect Drive, Port St. Lucie, Florida Report ID: D-0010
Client: PGA of America i Date: 11/12/2014
Permit No: N/A Field Tlech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: Footings
Soil Description: Brown fine sand
Proctor / LBR ID: P-1 Max Density (PCF): 110.0 Opt Moisture (%): 9.5% Test Standard: T-180
Compaction Required (%): 98.0%
Probe--,
Dept I
ml(%)l
Moist
Location
Map Location 1
Map Location 2
M11--00
Ir
SiMsL
IMM
Mal
mmmmmmmm
W
�Mmmmmmm
Testing Gauge Information: Manufacturer: Troxler Model
Density Standard (DS): 2173
Remarks: Depths are below footing grade.
Legend Tor Llevation:
PR = Proof roll
SL = Springline
SG = Subgrade
BC = Basecourse
TOP = Top of Pipe
1, 2, 3 =1 st, 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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ft
Test report shall not be reproduced, except in full, without the written approval of GFA International Ji#
Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections •
Florida's Leading Engineering Source
www.teamgfa.com
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