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A. M. ENGINEERING AND TESTING, INC.
590 N. W. MERCANTILE PLACE
PORT ST. LUCIE, FLORIDA 34986
LOCAL OFFICE: (772) 924-3575 FAX: (772) 924-3580
Client:
Brian Quality Pools & Spas
573 SW Inez Court
Port St. Lucie, Florida 34953
RECEIVED
JUN 1 2 2007
Project:
207 Everglades Boulevard, Jensen Beach
Martin County, Florida
Public Works
St. Lucie County, FL
Date Tested: May 31, 2007
Project No.: 1054
Lab No.: 32
Backfill between House and Pool/Pool Deck
Permit No. 8512
REPORT OF IN-PLACE DENSITY TESTS
As requested by the client, a representative of A. M. Engineering and Testing, Inc. performed in-
place density tests at the referenced project. The tests were made to evaluate if the soil below the
pool deck and between the pool shell and the house has been compacted in accordance with the
requirements of the Martin County Building Department. A minimum of five (5) locations were
tested using a nuclear density gauge and/or a hand cone penetrometer. At four (4) of the
locations, the upper one foot of soil was tested. At the fifth (5th) location, the closest point
between the existing house and the pool, the fill was tested in one-foot intervals to a depth of five
(5) feet. The test results indicate that the soil has been compacted to at least 95°,{. of the
modified Proctor maximum dry density (ASTM D 1557).
Respectfully submitted,
A. M. ENGINEERING AND TESTING, INC.
(ç;2sþl/O/
Paul C. Martin, P.E.
Florida Registration No. 65051
Copies: Client - 3
PSL Bldg. Dept. - 1
PCMlse
F:IAM DatalBrian's Quality Pools & Spas - Various -1054132 - 207 Everglades Blvd, Jensen Bch - Pool Deck doc