HomeMy WebLinkAboutSlab and Footing Compaction03-29 ' 14;55 FROM -A,M�ngineering - '72-924-3580 �• T-299 P0002/0002 F-654
.•
A. M. )ENGINEERING ANP TESTING, INC.
590 N.W. MERCANTILE PLACE
PORT ST. Lum, FLOWDA 34986
OFFICE: (772) 924,3575 PAX: (772) 924-3580
REPORT OF SLAB & FOOTING COMPACTION
Client: Oceanfront )guilders
3460 SE Dixie Highway
Stuart, Florida 34997
Site: 5032 Watersong Way (Lot 72, Watersong)
Fort Pierce, St. Lucie County, Florida
Slab & )Footings
Report Date:
March 29, 2012
Project No:
12-1087
Lab No:
-----
Technician:
J. Hodges
)'ermit No.:
1112-0261
Density tests and Hand Cone Penetrometer (HCP) readings were made below footing and slab area to a
depth of one foot at a minimum of three locations. At the time of our testing no information was available
regarding the foundation setbacks. The density tests were performed in general compliance with ASTM D
6938. The HCP test, in conjunction with information about the soil type, is empirically correlated to the
relative density of subsurface soils.
Demity
TestNo,
Date
Tested
Location
Elevation
(feet)
Dry De sky
Percent
Compaction
In Place
Proctor
I
3/21/12
NorthwestArea
0 -1**
119.9
112.8
106.3
2
Center Area
0 -1**
112A
112.8
99,6
3
Southeast Area
0 -1**
112.1
112.8
99.4
4
);astSide, Center
0- 1*
111.7
112.8
99.0
5
North Side, Center
0- 1*
112.6
112.8
99.8
6 1
West Side, Center
0 - 1*
108.6
112,8
%.3
7
South Side, Cer:ter
0 - 1*
112
112,8
99.3
,elevations are below bottom of tooting.
** Elevations are below bottom of slab.
In the locations and depths that were tested, the soil beneath the footings has been compacted to a minimum
of 95 percent of the modified Proctor maximum dry density (ASTM D 1557).
0`�t�eeltillnt f�lil;y0�i%
Distribution: Reviewed:
Client - 2 V,EIRXIiYNI%')('F�STd%/NG; TNG
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MAR 9 9 2012
F.,1C0.A JobslOceanfrom Buffders15032 Watersong Way (Lot 72) Watersong) $4012-1087 - Slab & Figs - Den. doc .