HomeMy WebLinkAboutDENSITY - WATER CONTENT OF SOIL - SOIL AGGREGATE305
521 NW Enterprise Drive • Port St. Lucie, Florida 34906 O A
10: _ .a.m. 11-12-2014 2/2
(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
SCANNED
Project: 904 Osceola Drive
Project ID: 14-2814.00
Address: Fort Pierce, St. Lucie County
By�Report ID: 0-0001
Client: Rodolfo Vega
ry Date: 11/11l2014
Permit No: Field Tech: Ivantece Perez
Test Mode: Direct Transmission
Area Tested: Foundation Pad for House - PERMIT NO. (Main House)14090387
Soil Description: Dark Brown Fine Sand
Proctor / LBR ID: P-1 Max Density (PCF): 110.0 Opt Moisture (%): 11.0% Test Standard: D 1557
Compaction Required (%): 95.0% Probe Elev
Wet Dry Moist. Compaction
Depth
Location
Density Density (%) �� Results
(in)
(PCF) (PCF)
1
Southwest
12
0-1
118.1
107.3
10.1%
97.5%
Pass
2
Center
12
0-1
117.6
108.1
8.8%
98.3%
Pass
3
Northeast
12
0-1
117.6
106.9
10.0%
97.2%
Pass
4
5
6
7
9
w.
�t 1
0
1
R
2
Testing Gauge Information: Manufacturer: Troxler _ Model:
3430 SIN: 34151
Density Standard (DS): 2024
Moisture Standard (MS): 683
Remarks: Testing Completed Below Slab Grade
Legend for Elevation:
�ny��
PR = Proofroll 1, 2, 3 =1st, 2nd, 3rd Lift
tF inn JPC.���
SL = Springline FL = Final Lift
•a
SG = Subgrade BG = Below Grade
BC 8asecoururse BOF =Bottom Footing
•affiO0/4
= of
TOP = Top of Pipe FG = Finished Grade
#
ald W. Moler q.E.' Iy C
Pdpfessigr[2�nglnepr.675
Test report shall not be reproduced, except in full, without the written approval of GFA Inlema5onal ' .gf I ri \40�
Environmental o Geotechnical •Construction Materials Testing o Special and Threshold Inspections e�la�T >q$t*L �1Qompliance
Florida's Leading Engineering Source Ji1Irr r r rlI II r,Itttt
www.leamgfa.com
521 NW Enterprise Drive a Port St. Lucie, Florida :iayo6Or%
(172) 924-3575 • (772) 924-3580 (fax)
'_'0RNAT10a v
P
IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: 904 Osceola Drive Project ID: 14-2814.00
Address: Fort Pierce, St. Lucie County Report ID: D-0002
Client: Rodolfo Vega Date: 11/11/2014
Permit No: Field Tech: Ivaniece Perez Test Mode: Direct Transmission
Area Tested: Foundation Pad for Garage- PERMIT NO. (Garage) 14100202
Soil Description: Dark Brown Fine Sand
Proctor / LBR ID: P-1 Max Density (PCF): 110.0 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
Northwest
12
0-1
121.8
107.7
13.1 %
97.9%
Pass
2
Center
12
0-1
119.9
109.1
9.9%
99.2%
Pass
3
Southeast
12
0-1
121.4
108.1
12.3%
98.3%
Pass
4
s
6
7
8
9
1
0
1
1
1
2
Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: 34151
Density Standard (DS) 2024 Moisture Standard (MS): 683
Remarks: Testing Completed Below Slab Grade a,`,*1110B1®P/o0XN �e,
�` ........... qq ee
Legend for Elevation: �.` tf6fiq ulfmttted`ss
PR = Procfroll 1, 2, 3 = 1st, 2nd, 3rd Lift Q A Inteorr�ati" nal, 9ri�
SL = Springline FL =Final Lift FBPF 4
_
a e
SG = Subgrade BG = Below Grade !!-//��//# Wa 2nae
I
BC = Basecourse BOF = Bottom of Footing rr— S�f—
TOP = Top of Pipe FG = Finished Grade 015onaldA(tc�ol r;Ps P EZ e
-oe;Pr bfespsi r_�Di 60675
(onaI EEp�f
be in full, the GFA International e f
Test report shall not reproduced, except without written approval of
Environmental . Geolechnical a Construction Materials Testing a Special and Threshold Inspections : I4aPJJf fyVJ0Code Compliance
Florida's Leading Engineering Source
www.teamgfa.com
521 NW Enterprise Drive • Port St. Lucie, Florida 54woo'
tl,2) 924-3575 • (772) 924-3580 (fax)
'�FRNAT\�aPv
IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: 904 Osceola Drive Project ID: 14-2814.00
Address: Fort Pierce, St. Lucie County Report ID: D-0002
Client: Rodolfo Vega Date: 11/11/2014
Permit No: Field Tech: Ivaniece Perez Test Mode: Direct Transmission
Area Tested: Foundation Pad for Garage - PERMIT NO. (Garage) 14100202
Soil Description: Dark Brown Fine Sand
Proctor / LBR ID: P-1 Max Density (PCF): 110.0 Opt Moisture (%): 11.0% Test Standard: D 1557
Compaction Required (%): 95.0% Probe Elev Wet Dry Moist. Compaction
Location Depth Density Density (%) off, Results
(in) (PCF) (PCF)
1
Northwest
12
0-1
121.8
107.7
13.1%
97.9%
Pass
2
Center
12
0-1
119.9
109.1
9.9%
99.2%
Pass
3
Southeast
12
0-1
121.4
108.1
12.3%
98.3%
Pass
4
5
6
7
8
9
1
0
1
1
1
2
Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: 34151
Density Standard (DS) 2024 Moisture Standard (MS): 683
Remarks: Testing Completed Below Slab Grade W r
Legend for Elevation:
Gi°°
......l'
offal, Irfc.�cSL
PR = Proofroll 1, 2, 3 = 1 st, 2nd, 3rd Lift
= Springline FL = Final Lift
m
SG = Subgrade BG = Below Grade
V0!1�erna
�016
BC = Basecourse BOF = Bottom of Footing
tAU
TOP = Top of Pipe FG = Finished Grade
�linald d}er.E.:
yWi $>
Enlqnc(ige r 0675
�y� essiiAall�
approval of GFA International � %
'9f�{b F�Citla• ' `
Test report shall not be reproduced, except in full, without the written
Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections • PlbVFAVffIVVV6ybdb Compliance
Florida's Leading Engineering Source
www.teamgfa.com
On%
521 NW Enterprise Drive • Port St. Lucie, Florida 34ee6 ('i/2) 924-3575 • (772) 924-3580 (fax)
'yTFRNAT10'�Pv
IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: 904 Osceola Drive Project ID: 14-2814.00
Address: Fort Pierce, St. Lucie County Report ID: D-0002
Client: Rodolfo Vega Date: 11/11/2014
Permit No: Field Tech: Ivaniece Perez Test Mode: Direct Transmission
Area Tested: Foundation Pad for Garage -PERMIT NO. (Garage) 14100202
Soil Description: Dark Brown Fine Sand
Proctor / LBR ID: P-1 Max Density (PCF): 110.0 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
Northwest
12
0-1
121.8
107.7
13.1 %
97.9%
Pass
2
Center
12
0-1
119.9
109.1
9.9%
99.2%
Pass
3
Southeast
12
0-1
121.4
108.1
12.3%
98.3%
Pass
4
5
6
7
8
9
1
0
1
1
1
2
Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: 34151
Density Standard (DS) 2024 Moisture Standard (MS): 683
0e818 Y1'7T �
Remarks: Testing Completed Below Slab Grade W. MO1�°0°,°°
Legend for Elevation:
`tea
R@s� YflgffyFSuti itted9
` e.' it
� tnt# Inc.'°e s
PR = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift
SL = Springline FL = Final Lift
9atiorial;
'
SG = Subgrade BG = Below Grade�f/�
k
BC = Basecourse BOF = Bottom of Footing
`.G 4A Z
TOP =Top of Pipe FG =Finished Grade
, P.2
orTald W. dl� E�� C � .
PPgf�s(io/ial
€r�gQ%j�0(i75
GFA International Stal�°Ej 4
Test be in full,
report shall not reproduced, except without the written
approval of
Environmental • Geotechnical-• Construction Materials Testing • Special and Threshold Inspections • Plan RLWdwCg9Qd30&b'Compliance
Florida's Leading Engineering Source
www.teamgfa.com