HomeMy WebLinkAboutKSM DENSITY TEST RESULTS - RETAINING WALL FOOTERS�i' A%LOP A /i
KEI,LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAFTI IN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE_(772) 229-9093
C.A. 5693 FAX (772) 589-6469
'ovember 20, 2018 RECEIVED
NOV 2 7 2018
Foglia Construction ST. Lucie County, Permitting
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I705 19th Place °
Unit F2
„ ero Beach, FL 32960
e: 6600 N. Highway A1A
Ft. Pierce, Florida
Permit #:
KSM Project #: 172665-6d % (5� G —o lO ej
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1�blear Sir:
nclosed, please find the nuclear density test'
voter between=two ;garages�at: the above refs e
)hWIlyhy,have any questions, please feel free to contact our office.
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mail to: jf33067@aol.com
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Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KE'LLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MA IN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALI, BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A. 15693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DA fE TESTED: November 20t", 2018 KSM JOB #: 172665-6d/MH/cv
PE
CONTRACTOR:
I
Foglia Construction
JOB
LOCATION:
6600 NI. Highway A1A
Ft. Pierce, Florida
MAI
ERIAL:
Brown Sand
TESTED:
Retaining Wall Footer Between Two Garages
9 9
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-----------------------------------------------------------------
EST LOCATION
DEPTH MOIS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
VALUE
1.
West
0" —12" 5.3
50
103.9
107.9
96.3
2.
Center
1. 1150
105.0
It97.3
3.
East
50
107.6
99.7
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KE''LLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MA IN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX 561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A. 115693 FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
TE TESTED: November 20t", 2018 KSM JOB #: 172665-6p
�ERMIT #:
CONTRACTOR: Foglia Construction
'JOB LOCATION: 6600 N. Highway A1A
Ft. Pierce, Florida
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104-i-------------------------�
9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
oil Description: Brown Sand
ax. Dry Density: 107.9 P.C.F.
Max.
I'Optimum Moisture: 12.0 Percent
�ulie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366