HomeMy WebLinkAboutKSM REPORT 10-17-18FILrm - PY/�00387__
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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
PAL1 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 17, 2018
Nick Tubito
1 896 Woodlands Drive
Port St Lucie, FL 34952
i Re: 5703 Oleander Avenue
Fort Pierce, Florida
Permit #: 1810-0002 — Garage
1809-0382 — Main House
KSM Project #: 183503-2d
Dear Sir:
[OCT 4 2018
—RECEIVED
T, Luda opuntyt Permitting
count
il
lEnclosed, please find the nuclear density test results performed on the compacted
!foundation fill for the house pad and detached garage at the above referenced project.
IShoyl4,yp4,b.gve any questions, please feel free to contact us.
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Email to: ntubito.tp@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
i
KELER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MA TIN (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 17th1 2018 KSM JOB #: 183503-2d/MH/ct
PERMIT #: 1810-0002 — Garage
1809-0382 — Main House
CONTRACTOR:
Nick Tubito
JOB LOCATION:
5703 Oleander Avenue
Fort Pierce, Florida
MATERIAL:
Brown Sand with Shell Fragments
ITEM TESTED:
Compacted Foundation Fill
---------------------------------------------------------------------
TEST LOCATION
DEPTH MOTS- PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE READ
DENSITY
PROCTOR
COMPACTION
------------------------------------------------
VALUE ---------------
Detached Garaare
I
1. S.E.
12" — 24" 7.7 54
114.8
114.8
100.0
21 Center
52
112.6
98.1
3J N.W.
I
53
113.0
98.4
House Pad
4 S.W.
12" — 24" 7.9 52
112.5
114.8
98.0
5. N.W.
1.54
114.8
u
100.0
6. Center
53
113.7
is99.0
7 i S.E.
52
112.3
97.8
8., N.E..
" 55
113.7
99.0
i Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
I
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 BECH (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)
DA E TESTED:
PEI MIT #:
i CONTRACTOR:
JOB LOCATION
Soil Description:
Max. Dry Density:
'Optimum Moisture:
Julie E. Keller, P.E.
President
i
October 17th, 2018
1810-0002 — Garage
1809-0382 — Main House
Nick Tubito
5703 Oleander Avenue
Fort Pierce, Florida
KSM JOB #: 183503-2p
116 T----r---,----I----r---T----�
I I I I I I I
I I I I I I I
115 4----+----I----I---=+----4----I
I I I I I I
I I I I I I I
I II I I I I
--- ---J 114 I — I I
I I I I I I I
113 T--.—_—T——,----I----T--——T----I
I I I I I I I
I I I I I I
1124----4-----I----1--------4----4
I I I I I I I
I I I I I I I
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Brown Sand with Shell Fragments
114.8 P.C.F.
11.0_ Percent
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366.