HomeMy WebLinkAboutENGINEERING TESTING - FIELD DENSITY TEST�11F-P A 1,
';�-'18 AGORA CIRCLE S.E. SUITE 5
'LM BAY, FLORIDA 32909
FIELD DENS ' FTE
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DATE: 03/05/04 OJEMC�-z
CLIENT: B & D GRADING, WC. I St. Lucie
250 S.W. 13TH AVENUE
POMPANO BEACH, FLORIDA 33069
SGANNED
SOILS BY
St. Lucie Coun
PERMIT NO. 9 Y010 46 &
ADDRESS: ' 2790 COOLIDGE ROAD, fORT PIERCE, FLORIDA 34945
PROJECT:— PROPOSED RESIDENCE BUILDING PAD CASTLE PINES
ADDRESS:— PGA VILLAGE BUILDING 49, PORT ST. LUCIE, FLORIDA
MATERIAL DESCRIPTION: BROWN SILICA SAND W/SOME CLAY & TRACES OF SHELL FRAGS
LOCATION:- N.E. CORNER OF PAD
LOCATION:— S.W. CORNER OF PAD
LOCATION:— S.E. CORNER OF PAD
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FIELD DENSITY METHOD A-S.T.M. D-2922
DRY DENSITY P.C.F. IN THE FIELD
109.0
108.9
108.2
• MOISTURE
7.0
6.2
.7
• COMPACTION IN THE FIELD
98.6
98.5
97.9
• COMPACTION REQUIREMENT BY SPECS
95%
PROCTOR VALUE, P.C.F.
110.6
OPTIMUM MOISTURE, %
10.5
LABORATORYNO.
P-1530
DEPTH IN INCHES
12
PROCTOR A.S.T.M D-1557 METHOD
ALL TEST RESULTS COMPLY WITH SPECIFICATIONS UNLESS OTHERWISE NOTED WITH AN ASTERISK(*).
REMARKS:— SOIL NOT TESTED BELOW FOOTINGS
'��STEDBY: SL
,�`IECKED BY: WN
As a mutual protection to clients, the public and ourselves� all reports
are submitted as the confidential property of clients, and authorization
for publication ofstatements, conclusions or exu-4cts fimm or regarding
our reports is reserved pending our written approval.
Respectfully submitted.
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FEDERAL ENGINEERING & TESTING
FLORIDA REG. #39584 '