HomeMy WebLinkAbout1707-0182 KSM NUCLEAR DENSITY TEST RESULTS 10-30-17tl C! 1 t
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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.
�.%%9WW IN ave any questions, please feel free to contact the office.
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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
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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
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
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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.
if
It50
108.7
9196.9
3. Center
If
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 — ——
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V I I I I I I
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110 +——— +———-
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109 -------------I------------�
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 Lic. No.: 860 / Julie E. Keller, P.E.: 68366