HomeMy WebLinkAboutDensity & Water Content Of Soil-07/25/2013 11:24 5 6 16 517 `17
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521 NW CrfterWse Drive * port St, Ldcle,- Florida SO%
DISALVO FINANCE` __$ PAGE 01/01
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(772) 994-857$ a (ft2) 924.8580 (fax)
IN -PLACE DENSITY AND WACONTET AND SL
AGGREGATE BY NUCLE Alt ME THODTERS (SHALLNOWOF DEPTH)SOIL A - ASTMOI6938
Pt6jftV 400 Sid -AI A Pmjedt ID: -1 S-1300,00
Address: Fort Pierce, SL Ludie q_P_Uq1y, _F10y'd', Report it): - 6-6553
Client Phoenix (Imaky Homes
Date: 7/iS/201 a
-1
PerMit NO: NIA Field Tech:_. Mafk Ef�['rklqTest Mdddi DION Transnilssion
Area Tested: Slab Area
Soil Description: Tan fine sand
Pr000r / LUR 11): P-1 Max'DVihS1ty(PCF): 109.8 0PtM0hture(%): 12.1% TestStandard: 15V
Gornpaction Required (%): 9$.Ob/o 'P . robe . ... Mnv I - W03t .1 by-v I -1
1 5 �!11 rwni;;�K 1 Cim rifif4h I
row—t-lo, n'
Depth
bontlitV
06"ilty
MOMComer
(9/6)
%
12
0 - I
111.8_7
70040 .
7.516%, .
M-201,
1-2
Wheir
12
1 0-1
1 112.6
. 1 65.t)57Bd7
19er.1%
L
Testing'Gauge it1fdrmation: Manufacturer., Troxfor model!
3430 Psom
Density Standard (DS): 1914 Moisture -Standard,:(MS): 634
RefhArRs, Depths are below slab greide,
Test
Proofibli I m . .
2, 3 = 181, end, t
Springline FL = Final Lift
Subgraft
Basecourse 13OF = Bottom of Fotjtlng
m- Top of Pipe FG = Finished Grade n4ldW. l6r,P.1E.
s Testhh a 40661of am Tfitesh6ld Inap
an Hance'
Florida's LoadIrtwEngitneding Source el? AL lr�
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� E C E I V E D JUL 251013