HomeMy WebLinkAboutIN PLACE DENSITY & WATER CONTENT305
521 NW Enterprise Drive •
=lorida 34986
Oil ' 1 p.m. 07-23-2014 112
(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: Shoreline Mobile Home Repair - Various Projects Project ID: 14-1689.00
Address: Various Report ID: D-0001
Client: Shoreline Mobile Home Repair Date: 6/30/2014
Permit No:_� Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: 783 Net_tles Blvd., Nettles Island - Footings (PERMIT NO. 1404-0443)
Soil Description: Light brown fine sand, trace silt
Proctor / LBR ID: P-1 Max Density (PCF): 103.0 Opt Moisture (%): 13.0% Test Standard: D 1557
Compaction Required (%): 95.0% I
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Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location I
�a
Results
Northeast I
12
0-1
114.2
102.3
11.6%
99.3%
Pass
Center I
12
0-1
114.3
102.5
11.5%
99.5%
Pass
Northwest I
12
0-1
113.6
102.1
11.3%
99.1 %
Pass
I
These tests and all previous tests do not certify the
subgrade soils have a safe bearing capacity.
No soil borings were completed, and no Geotech
reports were done.
I
Testing Gauge Information: Manufacturer: Troxler , Model: 3430 S/N: _
Density Standard (DS): 2173 Moisture Standard (MS):
Remarks: Testing Completed Below Footing Grade tt®t11B1td'
Legend for Elevation:
= Proofroll
1, 2, 3 =1 st, 2nd, 3rd Lift
= Springline
FL = Final Lift
= Subgrade
BG = Below Grade
= Basecourse
BOF = Bottom of Footing
P = Top of Pipe
FIG = Finished Grade
rest report shall not be reproduced, except In full, without the writtenlapproval of GFA International
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Environmental a Geotechnical a Construction Materials Testing .;,Special and Threshold Inspections o
Florida's Leading Engineering Source
www.ieamgfa.com
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RECEIVED JUL.2 3 2014
305
521 NW Enterprise Drive • Port St. Lucie, Florida 34986
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1
M' ,6 p.m. 07-23-2014 212
(772) 924-3575 • (772) 924-3580 (fax)
IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Shoreline Mobile Home Repair --Various Projects Project ID: 14-1689.00
Address: Various _ __ I� - __N Report ID: D-0002
Client: Shoreline Mobile Home Repair I Date: 7/17/2014
Permit No: Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: 783 Nettles Blvd., Nettles Island - Foundation Pad (PERMIT NO. 1404-0443)
Soil Description: Light brown fine sand, trace silt
Proctor / LBR ID: _ P-1 Max Density (PCF): 1103.0 Opt Moisture (%): 13.0% Test Standard: D 1557
Compaction, Required (%): 95.0%
9
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
IVioist.
(% )
Compaction
Location
%
Results
Northeast
12
0-1
114.6
102.1
12.2%
99.1 %
Pass
Center
i
12
0-1
115.0
102.6
12.1 %
99.6%
Pass
Southwest
12
0-1
115.2
102.4
12.5%
99.4%
Pass
1
These tests and all previous tests do not certify thel
subgrade soils have a safe bearing capacity.
No soil borings were completed, and no Geotech
reports were done.
I
Testing Gauge Information: Manufacturer: Troxler_ Model: 3430 S/N: _34784
Density Standard (DS): �+ 2173-Moisture Standard (MS): 609
Remarks: Testing Completed Below Slab Grade t;�uaapp
_
Legend for Elevation:
= Proofroll
1, 2, 3 =1 at, 2nd, 3rd Lift
= Springline
FL = Final Lift i
= Subgrade
BG = Below Grade
= Basecourse
BOF = Bottom of Footing
P = Top of Pipe
FG = Finished Grade
Test report shall not be reproduced, except In full, without the written approval of GFA International ®ss
Environmental a Geotechnical o Construction Materials Testing • Special and Threshold Inspection
Florida's Leading Engineering Source'
6M.teamgfa.com
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