HomeMy WebLinkAboutDENSITY OF SOIL IN PLACE1,1fJy 1
A. M. ENGINEERING AND TESTING, INC.
590 N.. . MERCANTILE PLACE
PANNE PORT S LUCIE, FLORIDA 34986
'vV OFFICE: (772)I924-3575 FAX: (772) 924-3580
DENSITY
Client: Allied New Technologies, Inc.
3901 Northwest 115th Avenue
Miami, Florida 33178
Contractor: Client
Site: Allied Fort Pierce Plant, 9501
Fort Pierce, St. Lucie County,
Pipe Rack # 4
SOIL IN PLACE
Report Date: March 25, 2009
Project No.:
PSL194OF
Lab No.:
26
Technician:
W. Hissong
line Road Page No.:
1 of 1
a Permit No.:
0810-0064
Test
No.
Date
Tested
Location
Eleva-
tion
(ft)
Field Test Results
Proctor
Dry
Density
( cf)
Compaction
Pass/
Fail
7HCP�2,0Density
Dry
cf)
Probe
Depth
(in)
In
Place
M
Min
Req'd
M
1
3/13/09
Map Location 1
0-1
10.1
115.8
12
115.6 •
100.2
95
P
2
Map Location 2
0-1
9.4
114.3
12
115.6
98.9
95
P
3
Map Location 3
0-1
11.2
116.1
12
115.6
100.4
95
P
4
Map Location 4
0-1
10.6
115.4
12
115.6
99.8
95
P
5
Map Location 5
0-1
9.3
116.8
12
115.6
101.0
95
P
6
Map Location 6
0-1
9.8
116.2
12
115.6
100.5
95
P
Remarks:
• Elevations are below bottom of footing.
• Field density tests were performed in general
• Hand Cone Penetrometer (HCP) tests, in conji
relative density of the subsurface soils.
• Laboratory Proctor maximum dry density was
nce with ASTM D2922, Density of Soil in Place by Nuclear Methods
with information about the soil type, are empirically correlated to the
in accordance with ASTM D1557.
Distribution: I Reviewed by:
Client - 2 A. M. ENGIATEEI NG AND TESTING, INC.
VM Construction - 1 (Attn: Peter) Hand Deliver
SLC Bldg: Dept.--
d Moler, Pi IF .
DWM/ah Florida Registration No. 60675
i
llServer-amelcompanyUMDataL41lied New Techn'7ogles, Inc. - Allied Fort Pierce Plant - PSL194MFoundation Pad126 - Pipe Rack # 4 - Map Loc. 1-6 -
Den. l
`— EXIST. 6' CHAIN LINK FENCE
PROPOSED
' ••
`' �;
SALT STORAGE
. ' • '
�(y
BUILDING
CONCRETE •$CAF3
15,270 S.F.I
LOAbfNG AREA'
• ROPOSEO SATURATOR PI •
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EXIST.
COVERED CONCRETE
LOADING DOCK & TANK EXIST.
F.F.E•37E5 CONCRETE
PROPOSED PIPE IBRIDGE
2' ABOVE EXISTI G GRADE
(BY OTHERS)
I DRY RETENTION PC NO
OPOSjb. £ONGREFE
PAD 10.E EOUIPIVENT
,PR ;.
PLANT BUILDING
20(200 S.F.
EXIST.
e CONCRETE
SLAB
FOR TANKS
CONIC.
EXIST. SLAB
TANKS
n
M J
COVERED CONCRETE
�$
R 8
EXIST. 1 STORY
ALUMINUM BUILDING
F.F.E.=28.25
Z KEY PLAN