HomeMy WebLinkAboutReport Foundation Pad Compactionz . M. ENGINEERING AND TE � s,- INC.
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590 N.W. MERCANTILE PLACE
PORT ST. LUCIE, FLORIDA 34986 p ' l ?®off
OFFICE: (772) 924-3575 FAX: (772) 924-3580
REPORT OF FOUNDATION PAD COMPACTION
lient: G.W. Purucker Homes Report Date: March.27, 2008
5608 PGA Boulevard, Suite 208 Project No: 337
Palm Beach Gardens, Florida 33410 Lab No: 321
ite: Lot 23, 4917 Watersong Way, Watersong Permit No: ol-o"M
St. Lucie County, Florida
Foundation Pad
isity tests and Hand Cone Penetrometer (HCP) readings were made at a minimum of three locations in
building pad. Density tests were performed in the upper one foot of fill. HCP readings were taken in
d auger boreholes at one foot intervals from slab grade through the depth of fill. The density tests were
Formed in general compliance with ASTM D 2922. The HCP test, in conjunction with information about
soil type, is empirically correlated to the relative density of subsurface soils.
Density
Test No.
Date
Tested
Location
Elevation
(feet)
Dry Density (psf)
Percent
Compaction
In Place
Proctor
1 -
3/26/08
Northeast Corner
0-1
118.2
119.0
99.3
2
Center Area
0-1
118.7
119.0
99.7
3
JSouthwest Corner
1 0-1
1 118.0
119.0
1 99.2
All elevations are below bottom of slab.
e depth of the fill was approximately one foot. The fill should extend at least five feet beyond the
ilding perimeter. At the time of our testing no information was available regarding the foundation pad
the locations and depths that were tested, the fill has been compacted to a minimum of 95 percent of the
edified Proctor maximum dry density (ASTMS D 1557). No soil borings were performed below the
;ently placed fill.
ution: Submitted by:
A. M. EYGITiEERING AND TESTING, INC.
;nt-3 W 31Z?/�
g. Dept. - 1
Paul C. Martin, P.E.
Ujs Florida Registration No. 65051
Datal G. W. Purucker Homes - Various - 3371321 - Lot 23, 4917 Watersong Way, SLC - Pad w. Fill.doc