HomeMy WebLinkAboutIN-PLACE DENSITY & WARER CONTENT521 NW Enterprise Drive •Port St. Lucie, :_%"da 34986 1 #'r me • (772) 924- ► fl& �?,4 kfax)
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IN -PLACE DENSITY AND WATER CONTENT OF SOIL AbQ , �i rr G
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM A
Project: Riverbend
Project ID: 13-0183.00
Address: St. Lucie County, Florida
Report ID: D-0126
Client: Standard Pacific Homes, South Florida
. Date: 5/29/2015
Permit No: N/A Field Tech: Daniel Decaro
Test Mode: Direct Transmission
Area Tested: Lot No. 30 - Foundation Pad
Soil Description: brown fine sand
Proctor / LBR ID: P-007 Max Density (PCF): 106.0 Opt Moisture (%): 12.0% Test Standard: D 1557
Compaction Required (%): 95.0% Probe Elev
Wet Dry Moist. Compaction
Location Depth
Density Density (%) %Tesults
(in)
(PCF) (PCF)
1
Northeast
12
0-1
117.7
105.3
11.8%
99.3%
Pass
2
Center
12
0-1
117.4
104.7
12.1 %
98.8%
Pass
3
Southwest
12
0-1
117.0
104.1
12.4%
98.2%
Pass
4
6
7
8
9
1
0
1i
r-npv
2
Testing Gauge Information: Manufacturer: Troxler Model:
3411 S/N: 11569
Density Standard (DS): 2173
Moisture Standard (MS): 609
Remarks: Testing Completed Below Slab Grade
`,
Legend Tor tlevatlon:
PR = Proofroll
SL = Springline
SG = Subgrade
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
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Test report shall not be reproduced, except in full, without the written approval of GFA International 017c*�
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Environmental • Geotechnical •Construction Materials Testing •Special and Threshold Inspections • Pf'6ja..T, vr�lrld a`d�
Florida's Leading Engineering Source o10��1IV,�NV'�r9',,
www.teamgfa.com
305
521 NW Enterprise Drive a Port St. Lucie, Florida 34986
s" )4:20 p.m. 06-01-2015 2 /2
(772) 924-3575 • (772) 924-3580 (fax)
5
6
7
8
9
1
0
1
1
1
2
IN -PLACE DENSITY AND WATER CONTENT OF SOIL .AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Riverbend Project 1D: 13-0183.00
Address: St. Lucie County, Florida Report ID: D-0126
Client: Standard Pacific Homes, South Florida Date: 5/29/2015
Permit No:. %9"i >� Field Tech: Daniel Decaro Test Mode: Direct Transmission
Area Tested: o -6 - Fuundation Pad
Soil Description: brown fine sandy
Proctor / LBR ID: P-007 Max Density (PCF): 106.0 Opt Moisture (%): 12.0% Test Standard: D 1557
Compaction Required (%): 950%
Probe
Depth
(in)
Eiev
Wet
Density
(PCF)
Dry
Density
(PCF)
[Hoist.
(%)
Compaction
Location
e
/�
Results
Northeast
12
0-1
117.7
105.3
11.8%
99.3%
Pass
Center
12
0-1
117.4
104.7
12.1 %
98.8%
Pass
Southwest
12
0-1
117.0
104.1
12.4%
98.2%
Pass
Testing Gauge Information: Manufacturer: Troxier Model: 3411 S/N: 11569
Density Standard (DS) 2173 Moisture Standard (MS): 609
Remarks: Testing Completed Below Slab Grade
Legend for Elevation: RPRAt'f'hJ1 A. rtirniflfa� ,
60675
Uid. o er, P.E.
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rest report shall not be reproduced, except In full, without the written approval of GFA International Q , V%
Environmental • Geotechnical o Construction Materials Testing o Special and Threshold Inspections o
Florida's Leading Engineering Source
www.teamgfa.com
= Proofroll
1, 2, 3 = 1st, 2nd, 3rd Lift
= Springline
FL = Final Lift
Subgrade
BG = Below Grade
= Basecourse
BOF = Bottom of Footing
P = Top of Pipe
FG = Finished Grade
It