HomeMy WebLinkAboutSLAB - FOOTING REPORT04-10-'12 08:34 FROM-A.M ` igineering 772-924-3580 T-316 P0001/0001 F-693
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A. M. ENGINEERING AND TESTING, INC.
590 N.W. MERCANTILE )PLACE
FOIST ST. LUCIE, FLORIDA 34986
OFFICE: (772) 924-3575 FAX: (772) 924-3580
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REPORT OF SLAB & FOOTING COMPACTION
Client: Heritage Contracting Services, Inc. Report Date: April 9, 2012
660 Beachland Boulevard, Suite 204 SCANNED project No: PSL2545
Vero Beach, Florida 32963 BY Lab No:
Sete: 105 Cardinal Place $$ Lucie CountTechnician: D. Alker
Fort Pierce, St. Lucie County, Florida Permit No.: 11080291
Slab & Footings
Density tests and Hand Cone Penetrometer (HCP) readings were made below footing and pad grade to a
depth of four feet 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
re lative density of subsurface soils.
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TestNo.
Density
Date
Vested
Location
Elevation
(feet)
Dry De3osft
Percent
Compaction
In Puce
Proctor
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3/19/12
Northwest Corner
0 - l *
109.1
112.0
97.4
2
Southwest Corner
0 -1 *
109.8
112.0
9&0
3
Center of East Side
0 -1 *
1 108.2
112.0
96.6
4
Center
0 -1**
1 108.8
112.0
97.1
* elevations are below bottom of footing.
Elevations are below pad grade.
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In the locations and depths that were tested, the soil beneath the footings has been compacted to a minimum
off 95 percent of the modified Proctor maximum dry density (ASTM D 1557). No soil borings were
performed below the recently placed fill.
Distribution: Rdi�iefve6il'.by: 4 '
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F: UM DataWeritage Contracting Services. Inc. -Various - PSL25d5UO5 Cardinal Place, Ft. PierM2 • Slab & Ftgs - Deir..doo
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