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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. 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
October 30, 2017
DiFrancesco Construction, Inc.
Michael DiFrancesco
8840 Lonesome Pine Trail
Ft. Pierce, FL. 34945
Re: 4609 Pine Tree Drive
Fort Pierce, Florida
Permit #: 1707-0182
KSM Project #: 173246-1 d
Dear Mr. DiFrancesco:
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill at the above referenced project.
Sh ki11l;lpve any questions, please feel free to contact the office.
N � •
E-mail to: difranconstinc@aol.com
Fax and Mail to: St. Lucie County Building Department
FILE COPY
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: October 27th, 2017 KSM JOB #: 173246-1d/MH/Cv
PERMIT #: 1707-0182
CONTRACTOR: DiFrancesco Construction
JOB LOCATION: 4609 Pine Tree Drive
Fort Pierce, Florida
MATERIAL:
Brown Sand
ITEM TESTED:
Compacted Foundation Fill
---------------------------------------------------------------------
TEST LOCATION
DEPTH
MOTS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
-------------------------------------------------VALUE
---------------
1. S.W.
0" —12"
11.2
50
108.8
112.2
97.0
2. N.W.
9150
108.7
96.9
3. Center
50
108.3
96.5
4. S.E.
50
110.9
98.8
5. N.E.
50
110.3
98.3
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. 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
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: October 27th, 2017 KSM JOB #: 173246-1 p
PERMIT #: 1707-0182
CONTRACTOR: DiFrancesco Construction Inc.
JOB LOCATION: 4609 Pine Tree Drive
Fort Pierce, Florida
113 T----T----1----I----T-----r----1
o I I I I I I 1
LE I I I I I I
V I I I I I I
a I I I I I I I
W I I I I I I I
110--——— +———- I——--I——--i-———-+ — — — —I
109-----� --------I----4---4----4
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description: Brown Sand
Max. Dry Density: 112.2 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366