HomeMy WebLinkAboutSOIL COMPACT TEST590 N.W. Mercantile Place • Port St. Lucie, :=._y_a 34986 Or&
SSG— 16US —L>C_-�77
(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: Diamond Sands Project ID: 12-1717.00
Address: Hutchinson Island, Florida Report ID: D-0002
Client: Phoenix Realty Homes, Inc. Date: 10/2/2012
Permit No: N/A Field Tech: Brandon Leadley Test Mode: Direct Transmission
Area Tested: 8316 Ocean Drive, Hutchinson Island -Stem Wall Footing
Soil Description: Tan sand, trace shell fragments
Proctor / LBR ID: P-002 Max Density (PCF): 108.0 Opt Moisture (%): 11.0% Test Standard: D 1557
Compaction Required (%): 95.0% Probe Elev Wet Dry Moist. Compaction
Location Depth Density Density (%) % Results
(in) (PCF) (PCF)
t
North Side of Pad
12
BOF
118.8
107.1
10.9%
99.2%
Pass
2
East Side of Pad
12
BOF
120.2
107.9
11.4%
99.9%
Pass
3
South Side of Pad
12
BOF
119.5
107.6
11.1 %
99.6%
Pass
4
West Side of Pad
12
BOF
119.1
107.7
10.6%
99.7%
Pass
s
6
7
R E C '. Lz
6
OCT / 4�;2
9
PERVJ*, , &..
St.
1
0
1
1
1
2
Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: 34784
Density Standard (DS): 2571 Moisture Standard (MS): 621
Remarks:
Legend for Elevation:
Res �� ffiu �yBI
SCANNED ��'��
PR = Proofroll 1 2, 3 = 1 st, 2nd, 3rd Lift""••
SL Springline FL Lift
Inlet hgU9
= =Final
SG = Subgrade BG = Below Grade
S't g)' o�.a' z
BC = Basecourse BOF =Bottom of Footing
I
�uC/@ C 1.ijn=z
°Unty
TOP = Top of Pipe FG = Finished Grade
C. Martin, E.
VAN�Aeer # .t501
F
Test report shall not be reproduced, except in full, without thewritten
Q• •
approval of GFA International ida � (` •
Environmental • Geotechnical a Construction Materials Testing • Special and Threshold Inspections • ti rfFl@iilProbnc—FEtd liance
Florida's Leading Engineering Source ����/1. EN 00�
521 NW Enterprise Drive •Port St. Lucie, Flah.a�4986 (772) 924-3575 • (772) 924-3580 (fax)
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-544 B.
IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Diamond Sands Project ID: 12-1717.00
Address: Hutchinson Island, Florida Report ID: D-0003
Client: Phoenix Realty Homes, Inc. Date: 10/23/2012
Permit No: N/A Field Tech: Brandon Leadley Test Mode: Direct Transmission
Area Tested: 8316 S. Ocean Drive (lot 42), Hutchinson Island - Stemwall Backfill
Soil Description: Tan sand, trace shell fragments
Proctor / LBR ID: P-002 Max Density (PCF): 108.0 Opt Moisture (%): 11.0% Test Standard: D 1557
Compaction Required (%): 95.0% Probe Elev Wet Dry Moist. Compaction
Location Depth Density Density (%) % Results
(in) (PCF) (PCF)
1
Southeast Corner
12
1/2
116.8
106.1
10.1%
98.2%
Pass
2
Southeast Corner
12
2/2
116.2
106.0
9.6%
98.1 %
Pass
3
Center Area
12
1/2
119.1
1 107.2
j 11.1%
99.3%
Pass
4
Center Area
12
2/2
118.0
106.9
10.4%
99.0%
Pass
5
Southwest Corner
12
1/2
116.5
105.9
10.0%
98.1 %
Pass
6
Southwest Corner
12
2/2
116.4
106.1
9.7%
98.2%
Pass
7
8
RECEIVE®
9
OCT 31 2012
1
0
PERMITTING ,.
St. Lucie County, PL
1
2
Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: 34784
Density Standard (DS): 2571 Moisture Standard (MS): 621
Remarks: uru12A.-
Le end for Elevation:
_.
Re�3�a�fyaAsp�t�P�i��
�•.�
PR = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift
�A it Baiif10rl�iF�fiM1c.
SL = Springline FL = Final Lift
SG = Subgrade BG = Below Grade
2
BC = Basecourse BOF =Bottom of Footing
112 �
1
TOP =Top of Pipe FG =Finished Grade
C. Martin, P.E. :1t1
�4 op
slcral � 1
t �rQf�s',�p l�gine��
`
approval of GFA International ¢e. I 1®'�
Test report shall not be reproduced, except in full, without the vvritten
Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections • Pfitrjrf0NrKpdg,�xotnpuance
Florida's Leading Engineering Source
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www.teamgfa.com