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ELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
4RTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
kLM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
X (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
A.: 5693 FAX (772) 589-6469
February 24, 2014
DiFrancesco Construction, Inc.
Michael DiFrancesco
8840 Lonesome Pine Trail
Ft. Pierce, FL. 34945
Re: 8310 Andrews Avenue
Fort Pierce Florida
Permit #: 1402-0021
KSM Project #: 140307-1 d
Dear Michael:
k IVED
MAR 0 3. 20%
pEFIMITTING
St. Lucie County, FL
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill for the Guest House at the. above referenced project.
Should you have any questions, please feel free to call.
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Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.:.37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366
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LLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
ITIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
A BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
(561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
ATE TESTED: February 21, 2014 KSM JOB #: 140307-1d/ES/km
ERMIT #: 1402-0021
ONTRACTOR: DiFrancesco Construction
OB LOCATION: 8310 Andrews Avenue
Fort Pierce, Florida
ATERIAL:
Light Brown and Gray Sand
EM TESTED:
Compacted Foundation Fill. for Guest House
----------
TEST LOCATION
DEPTH MOIS- PEN
DRY
X.
MADRY
PERCENT
OF SAMPLE
TURE READ
DENSITY
PROCTOR
COMPACTION
-' -----------------------------------------------VALUE
----------
N.E..
0" — 12" 6.4 38
107.4
111.7
96.2
N.W.
44
107.6
96.3
S.W.
12" — 24" It40
108.1
96.8
S.E.
30
106.3
95.2
Ronald G. Keller, RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
A ®i-21VL
K LLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
M RTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
Pq M BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
F (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C. .: 5693 FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: February 21, 2014 KSM JOB #: 140307-1p
PERMIT #:
1402-0021
CONTRACTOR:
DiFrancesco Construction Inc.
JOB LOCATION:
8310 Andrews Avenue
Fort Pierce, Florida
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108---------------------�--�
8 9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description:
Light Brown and Gray Sand.
Max. Dry Density:
1.11.7 P.C.F.
Optimum Moisture:
11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 3729,31 SI Lic. No.: 860 / Julie E. Keller; P.E.: 68366