HomeMy WebLinkAbout0710-0338 DENSITY OF SOIL IN PLACEI IfJ.S-100- VJal -Lt ILI rnurl-tl.l"l, J;1Jy1LJCC1 _11y f f I vjtj L./ VJUL. i- '34ur
A. M."9NGINEERING AND TESTING, INC. SCANNED
590 N.W. MERCANTILE PLACE By
II
PORT ST. LUCIE, FLORIDA 34986 St. Lucie -county
i
OFFICE: (772) 924-3575 FAX_ (772) 924-3580
DENSITY OF SOIL IN PLACE
�I
Client:
�rnsed Properties Report Date: March 6, 2009
1
0 Boyd Road Project No.: PSL2203
F
rt Pierce, Florida 34945 Lab No.: 2
Contractor:
ient Technician: W. Hissong
Site:
1
0 Boyd Road Page No,: 1 of 1
P
rt Pierce, St. Lucie County, Florida Permit No.: 6 33 $"
D
tached Storage Building, Slab Area
Eleva-
Field Test Results
proctor
ax
Compaction
Dry
Probe
In
Min
Test
Date
Location
Lion
Dry
Pass/
No.
Tested
(11)
HCP
HIO
Density
Depth
Density
Place
Req'd
Fail
%
(pet)
(in)
(e
(%)
(%)
1
3/5/09
N
r1beast Corner
0-1
70+
10.4
112.1
12
112,4
99,7
95
P
2
I
llll
1-2
70+
95+
95
P
3
i
C
j ter Area
0.-1
70+
9.7
113.6
12
112.4
; 101.1.
95..
P
4
Southwest
Corner
0-1
70+
11.2
111.9
12
112.4
99-6
1 95
P
I
Remarks:
• Elevations are be
ow bottom of slab..
Field density test,
were performed in general compliance with ASTM D2922, Density of Soil in Place by Nuclear Methods.
* Ham Cone Pene
ometer (HCP) tests, in conjunction with information about the soil type, are empirically' correlated to the
relative density o
the subsurface soils.
Lab Iratory Proct
I
o maximum dry density was determined in accordance with ASTM D 1557.
A
tion:
Distrib�lient- 2
Reviewed tb y=
A. M. ENGINEE NG AND TESTTN
1} d
M/ah
orida Registration No. 60675
r
0 O®t�
O
% I;
PSU2031190 Bova Roust ,Fort Nerce�2 - t]eiachad Storm Building, stab Area - Den.
,14$ery
o6 UJo- VJzi 1-3.-tJ rnUL-J-M.L"J. J;LJy11Jcc11LLy
A. M. ENGINEERING AND TESTING, INC.
590 N.W. iVlli,.RCA»lTrz~E P>Lwel;
PORT ST. LUCI E, FLORIDA 34986
j OFFICE: (772) 924-3575 NAIL (772) 924-3580
II MOISTURE - DENSITY RELN
Client: ) urnsed Properties
170 Boyd Road
tort fierce, Florida 34945
Project: 0 Boyd Road
tort Pierce, St. Lurie County, Florida
Contractor: lient
9AMPER DAt A
Report Date: March 6, 2009
Project No.: PSL2203
Test No.: 1
Date Sampled: 11
March 5, 2009 1 Sampled by: W. Hissong
Location:
Composite Elevation: Fill
Description: I
Brown fine sand, little silt and clay
116
108
01STURE DENSITY CURVE
i
a�
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Fill,
ilgllil
ll
�sil
soil
ill:
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6 8 10 12 14
Moisture, 90
TEST METHOD - ASTM D 1557
Technician:
M. Barkley
Test Method
C
Preparation:
Dry
Hammer:
Mechanical
Hammer Face:
Sector
RIKSULTS
Maximum )dry Density';,
1 112.4 pef
Optimum Moisture Content'"
1 10.2 %
•The maximum density is reported to o.I IWO, R. and optimum moisture to
the nearost 0.1 % for inforwtioo only. ASTM calla for these to be mpoMd.
to the nearest 0.5 lb.ku. ft. or percent, respectively_
Distribution: Reviewed by:
Client - 2 A. M. ENGINEERING ANI) TESTING, INC.
&amoler, P.E.
DWMIah Florida Registration No. 60675
IQiver�anzelcompq tylAM Dalalf3urnsed Proper7reS - Vwioux - PSL22031170 Boyd Road. Fort Piercell - Compnsife - D1 S51 • Fill -112.4 -10.2