HomeMy WebLinkAboutDENSITY - WATER CONTENT PAPERWORK05/16/2013 16:47 772871&
305
52'I NW Enterprise ndve • Port St. Lucie, Ftmlda 3496e
EMPORIUMHOMEPCOPO PAGE 01
041 1P.m. 05-16-2013 1!1
13oq-620�1
(772) 924.3575 . (772) 92435e0 (lax)
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IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project. Emporium Homes Corp. (Varlous Locations) Project ID: 12-1547.00
Address; Various Locations Report ID! D.0002
Client: Emporium Homes Corporation Data: 5/1612013
Permit No: 1 Field Tech: James Hodges Test Mode: Direct Transmission
Area Tested: 7606 Fort Walton Avenue, Fort Plarce/New Home: Foundation
Soil Description: Brown fine sand with a trace of shall.
_, .._e.....__ •nr.. •n ne/ T�-• QI..-.lnrA M 4997
Proctor / LBR IU; Y-uuZ Malt UBn6nv I r�.r r..J,yyt.tt--
Compaction Requ:rod (%); 95.0'h
5
6
vu,
Probe
l.rvr�.�•�
Elav
• .a•.
at
--
Dry
— --
Moist.
—
Compaction
Depth
(In)
Density
IPCF)
Density
(PCF)
(%)
Locatlon
y°
Results
7606 Fort Walton Avenue, Fort Pierce/Foundation at
12
0.1
119.2
108,E
8.9%
99,5%
Pass
SE Comer
7SO6 Fart Walton Avenue, Fort PlercelFoundetion at
SE Comer ('HCP =130, >gS% Compaction, Passed)
12
1-2
7606 Fort Walton Avenue, Fort Plerceffoundalion at
12
0-1
118,9
108.8
9.3%
99,8%
Pass
Center
7606 Fort Walton Avenue, Fort Pierce/ Foundation at
Cenler ('HCP = 80, a95% Compaction, Passed)
12
1-2
7608 Fort Walton Avenue, Fort PiercelFoundation at
Center ('HCP = 80. ;,95% Compaction, Passed
700E Fort W®Ilan Avenue, Fort Pierce/Foundation at
12
12
2-3
0-1
118.5
108,8
9.1%
99.8°h
Pass
NW Cotner
7606 Fort Welton Avenue, Fort PlarcelFoundadon at
12
1-2
NW Corner (tHCP = 80, >95% Compaction, Passed)
3
PERMIT NO. 1304-0206
I aHC nests are imptrically correlated to the ralatJve
density of the soil.
t
t
1
2
Testing Gauge Information: Manufacturer: Troxlar Model: 3439 WN: anuoe
Dens
ity Standard (DS): 2341 Moisture Standard / alit
'I
Remarks: Testing was completed below, slab grade. O._�_��.••eMC
,C
m Proofroll 1, 2, 3 =1st, end, JIM Lin
CffA I
: Sprirlgllne
FL = Final Litt
Rl
I"
= Subgrade
BG = Below Grade
= Basaccurse
BOF = Bottom of Fooling
D
P = Top of Pipe
FG - Finished Grade
rof
apomval OVA Inlemenonal
State
t mood shag not be reproduced, wt;*pl In full, Without ills W11ttall
_,..dn.nro.neul . nenl°.hnlpel .rnna/„Pllen A�.lad.fe T eee.. Cn.nn!el .nA TMroehnld In.n°.-,Inne . 01,
it
erns lft
RECEIVED MAY 172015
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: Emporium Homes Corp. (Various Locations)
Project ID: 12-1547.00
Address: Various Locations
Report ID: D-0002
Client: es Corporation
Date: 5/15/2013
Permit o: 1304-0208 Field Tech: James Hodges
Test Mode: Direct Transmission
77
Area Teste ort Walton Avenue, Fort Pierce/New Home: Foundation
Soil Description: Brown fine sand with a trace of shell.
Proctor / LBR ID: P-002 Max Density (PCF): 109.0 Opt Moisture (%): 10.0% Test Standard: D 1557
Compaction Required (%): 95.0% Probe Elev
Wet Dry Moist. Compaction
Depth
Location
Density Density (%
) % Results
(in)
(PCF) (PCF)
1
7606 Fort Walton Avenue, Fort Pierce/Foundation at
12
0-1
118.2
108.5
8.9%
99.5%
Pass
SE Corner
2
7606 Fort Walton Avenue, Fort Pierce/Foundation at
12
1-2
BE Comer (*HCP = 80, >95% Compaction, Passed)
3
7606 Fort Walton Avenue, Fort Pierce/Foundation at
12
0-1
118.9
108.8
9.3%
99.8%
Pass
Center
1
4
7606 Fort Walton Avenue, Fort Pierce/ Foundation at
12
1-2
Center (*HCP = 80, >95% Compaction, Passed)
5
7606 Fort Walton Avenue, Fort Pierce/Foundation at
12
2-3
Center (*HCP = 80, >95% Compaction, Passed)
6
7606 Fort Walton Avenue, Fort Pierce/Foundation at
12
0-1
118.5
108.6
9.1 %
99.6%
Pass
NW Corner
7
7606 Fort Walton Avenue, Fort Pierce/Foundation at
12
1-2
NW Corner (*HCP = 80, >95% Compaction, Passed)
a
9
PERMIT NO. 1304-0208
1
*HCP tests are impirically correlated to the relative
c
density of the soil.
1
1
1
z
Testing Gauge Information: Manufacturer: Troxler Model:
3430 S/N: 35058
Density Standard (DS): 2341
Moisture Standard (MS): 703
III'll'if
Remarks: Testing was completed below slab grade.
n W. or,
Legend for Elevation:
Resp,#� �••• NSF �%,i�i
PR = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift
GF&M� 161875
SL = Springline FL =Final Lift
F6PSG=
Subgrade BG = Below GradeBC = Basecourse
Bottom
511 201
BOF = of Footin4 oMp
_ffWV
TOP = Top of Pipe FG = Finished GradglE
: MtrAR@• OF ' ��
Test
Prof 'q' % ineer #
State �,� R �•''(;+����,
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