HomeMy WebLinkAboutKSM REPORT - 12-12-1811jVi
KELLER, SCHLEICHER & MacWILLIAM ENGINEERII D S
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978 131 ST N ( 2)
PALM BEACH (561) 845-7445 www.ksmengineering.net UR 3 084Y8
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
December 4, 2018
Paul Sasseville
129 Queen Christina Court
Fort Pierce, FL 34949
Re: 25 Majestic Way
Queens Cove
Ft. Pierce, Florida
Permit #: 1810-0353
KSM Project. #: 173834-1 d
RECEIVED
DEr 12 2098
ST. Lucie Countys Perml lhQ
SCAMVE®
BY
St Lucie County
Dear Mr. Sasseville:
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill at the above referenced project.
Shoulg,y w,have any questions, please feel free to contact the office.
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E-mail to: _ sasseviIle.pauI@gmail.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
tr CA IL 9
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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 MELBOURNE321
PALM BEACH (561) 845-7445 ' ' 768-8488
www.ksmengineering.net ( )
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:
December 3rd, 2018
KSM JOB #: 173834-1d/MH/ct
PERMIT #:
1810-0353
CONTRACTOR:
Paul Sasseville
JOB iLOCATION:
25 Majestic Way
Queens Cove
Ft. Pierce, Florida
MATERIAL:
Brown Sand with Shell Fragments
ITEM TESTED:
Compacted Foundation Fill
-- - --
TEST LOCATION
--- --- ---- -------------------------
DEPTH MOIS- PEN DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
DENSITY
PROCTOR
COMPACTION
--------------------------------------------------------------------------
VALUE
1.
S. E.
0" = 12" 6.7 52
112.2
115.1
97.5
2.
S.W.
0" =12" 9653
113.7
1998.8
3.
Center
12" — 24" 1953
113.9
it99.0
4.
N.E.
0" —1.2"it51
111.6
it97.0
5.
N.W.
12" — 24" 9152
112.8
1998.0
6.
S.E.
12" - 24" 52
112.0
It97.3
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
A171Yi
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
DATE TESTED
PERMIT #:
CONTRACTOR:
MODIFIED PROCTOR (ASTM D 1557)
December 3, 2018
1810-0353
Paul Sasseville
JOB LOCATION: 25 Majestic Way
Queens Cove
Ft. Pierce, Florida
Soil Description:
Max. DryDensity:
Optimum Moisture:
Julie E.:Keller, P;E.
President
KSM JOB #: 173834-1 p
116-F 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
I I I I I I
115 4-----a-----4-- -- -- - — ——
-----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
114 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
113 -----+----1----I--------F----I
I I I I I I I
I I I I I r I I
I I I I I I I
I I I I I I I
112----------------------�---�
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Brown Sand with Shell Fragments
115.1 P.C.F.
11.0 Percent
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366