HomeMy WebLinkAboutREPORT OF FOUNDATION PAD COMPACTIONA. M. ENGINEERING AND TESTING, INC.
590 N.W. MERCANTILE PLACE
PORT ST. LUCIE, FLORIDA 34986
R OFFICE: (772) 924-3575 FAx: (772) 924-3580
REPORT OF FOUNDATION PAD COMPACTION
Client: ichard K Woodin Report Date: April 20, 2010
i431.Atlantic Beach Blvd. Project No: 10-1132
ort Pierce, Florida 34949 �U 71, -(Dowd Lab No: ----
Site: � 426 Oak Drive
Technician: D. Alker
fort Pierce, St. Lucie County, Florida Permit No.: 0904-0182
oundation Pad
Density to is and Hand Cone Penetrometer (HCP) readings were made from slab grade through the
depth of MI. at a minimum of three locations in the building pad. The density tests were performed in
general co pliance with ASTM D 6938. The HCP test, .in conjunction with information about the soil
type, is er irically correlated to the relative density of subsurface soils.
Density
Test No.
Date
ested
Location
Elevation
(feet)
Dry Density (pcf)
Percent
Compaction
In Place
Proctor
1
/19/10
Southwest Corner
0-1
113.5
115.5
98.3
2
Center Area
0-1
114.2
115.5
98.9
3
1 Northeast Corner
1 0-1
1 110.6
1 115.5
1 95.8
* Elevatiods are below bottom of slab.
The depth of the fill was approximately three feet. The fill should extend at least five feet beyond the
building p�,rimeter. At the time of our testing no information was available regarding the foundation pad
11
setbacks. /��
In the loc ions and depths that were tested, the soil has been compacted to a minimum o rcentTdb
modified roctor maximum dry density (ASTM D 1557). No soil borings were perfoi beft the
recently p ced fill. 5t, [ 4�be cl�V,
rks
w
V,5.
Distributn: Submitted,by:.
Client 2 A. M.'ENGI EERING AND TESTING, INC.
1
o ald W. Moler, P.E. .
DW1V1ij,ah Florida Registration No. 60675
O.D. Jobsl Woodin, Richardl2426 Oak Drive, Fort Pierce110-1132 -Pad w. Fill.doc