HomeMy WebLinkAboutReport Foundation Pad CompactionleZAM,:0
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A. M. ENGINEERING AND TESTII I.Ir .
3504 INDUSTRIAL 33RD STREET DEC 2 Q 2006
FT. PIERCE, FLORIDA 34946
LOCALOFFICE: (772)461-7508 FAx: (772)461-8880 Pijbft Works
51. County, FL
REPORT OF FOUNDATION PAD COMPACTION
Client: WC Custom Homes
2740 SW Martin Downs Boulevard, Ste. 144
Palm City, Florida 34990
Site: 7907 S. Indian River Drive
Ft. Pierce, St. Lucie County, Florida
Foundation Pad
Report Date: 12/20/06
Project No:
Report No: 11257
Permit No: 0608-0462
Density tests and Hand Cone Penetrometer (HCP) readings were made at a minimum of three locations in
the building pad. The density tests were performed in general compliance with ASTM D 2922.
Density
Test No.
Date
Tested
Location
Elevation
(feet)
Dry Densitv (i)sh
Percent
Compaction
In Place
Proctor
11257
12/13/06
NE Corner
0-1
101.8
105.0
97.0
Center
0-1
103.1
105.0
98.2
SW Comer
1 0-1
1 102.5
105.0
97.6
* All elevations are below slab grade (stripped surface).
14 There was no fill. At the time of our testing no information was available regarding the foundation pad
setbacks.
In the locations and depths that were tested, the soil has been compacted to a minimum of 95 percent of the
modified Proctor maximum dry density (ASTM D 1557). No soil borings were performed below the
recently placed fill.
Distribution:
Client - 2
Client (Fax) - 1 772-221-0544
Bldg. Dept. - 1
Submitted by:
A. M. NGIIN�I'; D TESTING`INC.
Paul C. Mirtin, P.V,. --
Florida Registration -No. 65051
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