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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MA TIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALhJ, 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
ber 28, 2018
DiFrancesco Construction, Inc.
Michael DiFrancesco
8840 Lonesome Pine Trail
Ft. Pierce, FL. 34945
Re: 17701 Wagon Wheel Lane
Ft. Pierce, Florida
Permit #: 1809-0024
KSM Project #: 183367-1 d
Dear Mr. DiFrancesco:
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RECEIVED
OCT057018
Permitting Department
St. Lucie County
Enclosed; please find the nuclear density test results performed on the compacted
foundation fill for the house pad at the above referenced project.
Should you have any questions, please feel free to contact the office.
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ulie E. Keller
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Email to:.difranconstinc@aol.com
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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KEG! LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 SEBASTIAN (772) 589-0712
41 P.O. , ,
PAL,(BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.:�15693
FAX (772) 589-6469
III SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: September 27th, 2018 KSM JOB #: i 83367-1 d/MH/ct
PERMIT #: 1809-0024
NTRACTOR: DiFrancesco Construction, Inc.
3 LOCATION: 17701 Wagon Wheel Lane
Ft. Pierce, Florida
M�ITERIAL:.
Brown Sand with Traces of Shell
IT M TESTED:
Compacted Foundation Fill for the
House Pad
- - _ _ -
TEST LOCATION
- -
DEPTH MOIS- PEN
-
DRY
- - - - - - - - - -
MAX. DRY
- - - - - - - - - - - - - -
PERCENT
OF
TURE
DENSITY
PROCTOR
COMPACTION
�AMPLE
VALUE
-----------------------
1. S.E.
0" —12" 6.2 52
112.3
114.4
98.2
2. S.
It
" 50
110.4
96.5
3. Cen
I,
er
51
111.3
97.3
4. N. E
50
109.7
95.9
5. N.
52
112.1
98.0
Ronald G. Keller, P.E.: 37293 / SI Lic.. No.: 860 / Julie E. Keller, P.E.: 68366
A%i7AYL
KE LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAR iIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX �'�61) 845-8876 ST. LUCIE (772) 229-9093
C.A.: �5693 E-Mail: KSM@KSMENGINEERING.NET FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: _ September 27t", 2018
PERMIT #: 1809-0024
CONTRACTOR: DiFrancesco Construction, Inc.
JOB LOCATION: 17701 Wagon Wheel Lane
Ft. Pierce, Florida
Soil Description::
Max. Dry Density:
Optimum Moisture:
Julie E. Keller, P.E.
President
KSM JOB #: 183367-1 p
115 T--,---T---r--,---T---r---,
I I I I I I I I
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I I I I I I I
I I I I I I I
114-----I----1-- I----4— —4. -- -- 4
I I I I I I I I
I I I I I I I I
1
I
113
I
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I
112 +---——— +— — —I--- — — — +——— I— — — —I
I I I I I I I I
I I I I I I I I
I I I I I I I I
7 8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Brown Sand with Traces of Shell
114.4 P.C.F.
10.6 Percent
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366