HomeMy WebLinkAboutLetter- Nuclear Density TestJL% Ili ArJL
KELLER, SCHLEICHER & Mac1NILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 1 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7446 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
December 1, 2015
Dan Snyder
8847 Haven Circle
Brewerton, NY 13029
Re: 515 Nettles Boulevard
Jensen Beach, Florida
Permit #:
KSM Project #: 151203-2d
Dear Mr. Snyder:
RECEIVE®
2015
PERMITTING
St. Lucie County, FL
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill at the above. referenced project.
Se!hgk'W"'�ouF� ,(f�►�eny questions, please feel free to call.
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E-mail to: dan@syndersynder.net
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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: November 30, 2015 KSM JOB #: 151203-2d/BV/ct
PERMIT #:
CONTRACTOR:
Dan Snyder
JOB LOCATION:
515 Nettles Boulevard
Jensen Beach, Florida
MATERIAL:
Gray 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. E.
0" — 1 2" 12.8
40
102.0
104.9
97.2
2. S.W.
40
103.0
98.2
3. N.W.
35
101.4
96.7
4. N. E.
35
102.0
97.2
5. Center
40
102.1
97.3
E'
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
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: November 30, 2015 KSM JOB #: 151203-2p
PERMIT #:
CONTRACTOR: Dan Snyder
JOB LOCATION: 515 Nettles Boulevard
Jensen Beach, Florida
106 T----T---,----I----T----7---�
I I I I I I I
I I I I I I I
I I I I I I I
105 4----+----I------------- +----I
p I I I I I I I
0 104 L----I----J----I- - - ----1----i
a 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
I I I I I I
102 4----+----I----I----I----4----I
I I I I I I I
I I I I I I I
I I I I I I I
101;---- �-----i---------------�
9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description: , Gray Sand
Max. Dry Density: 104.9 P.C.F.
Optimum Moisture: 12.0 Percent
Julie E. Keller, P.E.
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 /
Julie E. Keller, P.E.: 68366