HomeMy WebLinkAboutDensity & Water Content Of Soil Test521 NW Enterprise Drive • Port St. Lucie, Florida 34986 (772) 924-3575 • (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-0006
Client: Shoreline Mobile Home Repair _ Date: 7/16/2015
Permit No: Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: 1335 Nettles Blvd., Jensen Beach - Footings (PERMIT N 1505'0356)
Soil Description: Brown fine sand some rock
Proctor / LBR ID: P-2 Max Density (PCF): 110.0 Opt Moisture (%): 10.0% Test Standard: D 1557
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
oho
Results
Northwest
12
0-1
118.7
109.6
8.3%
99.6%
Pass
Southeast
12
0-1
118.8
109.1
8.9%
99.2%
Pass
Southwest
12
0-1
119.8
109.4
9.5%
99.5%
Pass
These tests and all previous tests do not certify the
subgrade soils have a safe bearing capacity.
F
ECEIV
D DEC
..1 2015
No soil borings were completed, and no Geotech
reports were done..
Testing Gauge Information: Manufacturer: Troxler
Density Standard (DS): 2173
Remarks: Testing Completed at Bottom of Footing
Legend for Llevatlon:
PR = Proofroll
SL = Springline
SG = Subgrad'e
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
Model: 3430 S/N
Moisture Standard (MS):
Test report shall not be reproduced, except in full, without the written approval of GFA Interna
Environmental • Geotechnical • Construction Materials Testing • Special and Threshold li
Florida's Leading Engineering Source
www.teamgfa.com
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34784
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521 NW Enterprise Drive • Port St. Lucie, Florida 34986 (772) 924-3575 • (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-0006
Client: Shoreline Mobile Home Repair _ Date: 7/16/2015
Permit No:
Field Tech: Daniel Dec_aro Test Mode: Direct Transmission
Area Tested: 1335 Nettles Blvd., Jensen Beach - Footings (PERMIT N� _ 15050� 3,56,)
Soil Description: Brown fine sand some rock
Proctor / LBR ID: P-2 Max Density (PCF): 110.0 Opt Moisture (%): 10.0% Test Standard: - D 1557
Compaction Required (%): 95.0%
Probe
Depth
(in)
Elev
Wet
Density
(PCF)
Dry
Density
(PCF)
Moist.
(%)
Compaction
Location
%
Results
Northwest
12
0-1
118.7
109.6
8.3%
99.6%
Pass
Southeast
12
0-1
118.8
109.1
8.9% 199.2%
Pass
Southwest
12
0-1
119.8
109.4
9.5%
99.6%
Pass
,
JUL 17
.201
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.
Testing Gauge Information: Manufacturer: _. Troxler Model: —.- 3430 S/N: _ 34784
Density Standard (DS): 2173 -M Moisture Standard (MS): 609
Remarks: Testing Completed at Bottom of Footing - w
Legeno Tor tievation:
PR = Proofroll
1, 2, 3 = 1st, 2nd, 3rd Lift
SL = Springline
FL = Final Lift
SG = Subgrade
BG = Below Grade
BC = Basecourse
BOF = Bottom of Footing
TOP = Top of Pipe
FG = Finished Grade
._ �Ea r 5 ;sir
Ronald W. Moler E.� W
rest report shall not be reproduced, except In full, without the written approval of GFA International
Environmental . Geotechnical • Construction Materials Testing • Special and Threshold Inspectionsivj�t-W& VP
Florida's Leading Engineering Source ,���1��111111
www.teamgfa.com