HomeMy WebLinkAboutDENSITY OF SOIL IN PLACEi
A. M. ENGINE T�' ESTING, INC.
590 N.W. MERCANTILELACE
PORT ST LUCIE, FLORIDA 34986
OFFICE: (772) 9�24-3575 FAX: (772) 924-3580
DENSITY OF SOIL IN PLACE
Client: Allied New Technologies, Inc.
3901 Northwest 115th Avenue
Miami, Florida 33178
Contractor: Client
Site: Allied Fort Pierce Plant, 9501 Rangeline Road
Fort Pierce, St. Lucie County, Florida
Main Building, Containment Area
Report Date:
May 12, 2009
Project No.:
PSL 1940F
Lab No.:
28
Technician:
W. Hissong
Page No.:
1 of 1
Permit No.:
0802-0116
Field Test Results
Proctor
Compaction
Eleva-
Test
Date
Location
tion
Dry
Pass/
Dry
Probe
In
Min
No.
Tested
(ft)
HCP
HZO
Density
Depth
Density
Place
Req'd
Fail
(cf)
(in)
(c
(%)
(%)
1
3/4/09
Map Location 1
01 - 1
75+1
7.2
1 116.2
12
115.6
100.5
95
P
2
Map Location 2
0; - 1
75+1
7.6
1 115.5
1 12
115.6
99.9
95
P
3
Map Location 3
0; - 1
75+ T6.1
1 117.6
1 12
115.6
101.7
95
P
Remarks:
• Elevations are below bottom of slab.
• Field density tests were performed in general compliance with ASTM D2922, Density of Soil in Place by Nuclear Methods.
• Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the
relative density of the subsurface soils.
• Laboratory Proctor maximum dry density was determined in accordance with ASTM D1557.
Distribution:
Client - 2
VM Construction - 1 (Attn: Peter) Hand Deliver
S: Bldg.
Conve & AVS - 1
DWM/ah
Reviewed by:
A. M. ENGINEERING AND TESTING, INC.
D/aW�'doler, P. .
Florida Registration No. 60675
9
IlServer-amelcompanylAMDataUllied New Technologies, Inc. - Allied, Fort Pierce Plant - PSL1940IFoundation Padl28 - Main Building, Containment
Area - Den.
•
PROPERTY LINE
EXIST. S' CHAIN LINK FENCE
PROPOSED
SALT STORAGE
BUILDING COIydRETE- -St'Ag
15,270 S.F. AREA'
EXIST.
ROPOSED SATURATOR PI COVERED CONCRETE
LOADING DOCK & TANK
STORAGE CONCRETE
F.F.E.-3f.5 WITH TANK
o
EXIST.
CONCRETE
2,000 SF. SLAB
FOR TANKS
EXIST. SLAB
TANKS
-PROPOSED PIPE BRIDGE
2 ABOVE EXISTING GRADE.
(BY OTHERS)
DRY RETENTION POND IN
COVERED CONCRETE
it
EXIST. I STORY
ALUMINUM BUILDING
F.F.E.=28.25
NCRETE
-:A6pbtj:f� Q -b
WZIZZlh
�
LINE 2MMMARM
z KEY PLAN
I
A. M. ENGINEERING AND TESTING, INC.
590 N.W. MERCANTILE PLACE
PORT ST: LUCIE, FLORIDA 34986
OFFICE: (772) 924-3575 FAX: (772) 924-3580
DENSITY OF SOIL IN PLACE
Client: Allied New Technologies, Inc.
3901 Northwest 115th Avenue
Miami, Florida 33178
Contractor: Client j
Site: Allied Fort Pierce Plant, 9501 Rangeline Road
Fort Pierce, St. Lucie County, Florida
Main Building, South of Office
Report Date:
April 30, 2009
Project No.:
PSL194OF
Lab No.:
27
Technician:
W. Hissong
Page No.:
1 of 1
Permit No.:
0802-0116
Field Test Results
Proctor
Compaction
Eleva-
Max
Test
Date
Location
tion
Dry
Pass/
Dry
Probe
In
Min
No.
Tested
(ft)
HCP
HZO
Density
Depth
Density
Place
Req'd
Fail
c
in
cf)
%)
1
4/28/09
Northwest Corner
0 - 1
4.7
116.6
12
115.6
100.9
95
P
2
Center Area
0 - 1
6.1
1 115.5
12
115.6
99.9
95
P
3
Southeast Corner
I 0-1
5.2
1 116.9
12
115.6
101.1
95
P
Remarks:
• Elevations are below bottom of slab.
• Field density tests were performed in general compliance with ASTM D2922, Density of Soil in Place by Nuclear Methods.
• Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the
relative density of the subsurface soils.
• Laboratory Proctor maximum dry density was determined in accordance with ASTM D1557.
j
Distribution: Reviewed by:
Client - 2 A. M. ENGINEERING AND TESTING, INC.
VM Construction - 1 (Attn: Peter) Hand Deliver
d . Moler, P.E.
DWM/ah Florida Registration No. 60675
I
i
IlServer-amelcompanyL4MDataUllied New Technologies, Inc - Allied Fort Pierce Plant - PSL1940IFoundation PadU7 - Main Building, S. of Office -
Den.
I t�
jj � ]r
� \ J
A. M. ��i ENGINEERING AND TESTING, INC.
590 N.W. MERCANTILE PLACE
PORT ST I LUCIE, FLORIDA 34986
OFFICE: (772) 924-3575 FAX: (772) 924-3580
DENSITY OF SOIL IN PLACE
Client: Allied New Technologies, Inc. I
Report Date:
March 24, 2009
3901 Northwest 115th Avenue
Project No.:
PSL194OF
Miami, Florida 33178
Lab No.:
25
Contractor: Client
Technician:
W. Hissong
Site: Allied Fort Pierce Plant,_9_501 Rangeline Road I
Page No.:
1 of 1
Fort Pierce, St. Lucie County, Florida
Permit No.:- .
0802-0116 - `-i
Main Building Slab Area, Area # 1
Field Test Results
PMaX°r
Compaction
Eleva-
Test
Date
Location
i tion
Dry
Probe
Dry
In
Min
Pass/
No.
Tested
Ut)
HCP
HZO
Density
Depth
Density
Place
Req'd
Fail
cf)
(in)
(cf)
%
(%
1
3/23/09
North End, Center
1 0 - 1
70+
8.7
116.2
12
115.6
100.5
95
1 P
2
Center Area
0 - 1
70+
11.21
115.1
12
115.6
99.6
9did
3
South End, Center
0-1
70+
9.5
116.6
12
115.6
100.9
9
Remarks: I
• Elevations are below bottom of slab.
• Field density tests were performed in general compliance with ASTM D2922, Density of Soil in Place by Nuclear Methods.
• Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the
relative density of the subsurface soils.
• Laboratory Proctor maximum dry density was determined in accordance with ASTM D1557.
I
Distribution: Reviewed by:
Client - 2 A. M. ENGINEERING AND TESTING, INC.
VM C-CotIonstruceetiion - 1 (Attn: Peter) Hand Deliver
iConBe g& AVS 1- 1 r�
DOZdMoler, P.E.
DWM/ah Florida Registration No. 60675
tS't A J�
M �Lc'6oc%
° 0 �L O�d7
IlServer-amelcompanyL9MDataUllied New Technologies, Inc. !-Allied Fort Pierce Plant - PSL1940Woundation Pa&25 -Main Building Slab Area, Area
l - Den.