HomeMy WebLinkAboutKSM REPORT10/117/2018 16:06 77258964 q KSM ENGINEERING PAGE 01/03
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KELLER, SCHL,EICHER & MacWILLIAM ENGINEERING AND TEST& G INC.
MARTIN (772) 337-7755 RC. BOX 78-1377;, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 37_
ww�nr.ksmenginecring.net MELBOURNE ( 1) 768-8488
FAX (661) 845-13876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
October 17, 2018
Nick Tubito
896 Woodlands Drive
Port St Lucie, FL 34952
Re: 5703 Oleander Avenue
Fort Fierce, Florida
Permit #: 1810-0002 —Garage
1809-0382 —Main House
KSM Project #. 183503-2d
Dear Sir:
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Enclosed, 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.
Shogl�j,y000l�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; r F_.: 37293 / SI Lie. Nq_: 8()0 1 Julie E. Kellar. P.E.: 683615
10/17/2018 16:06 77258964 KSM ENGINEERING PAGE 02/03
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755
RO. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) $45-7445 wwwAsmengineering.net
FAX (561) 845-8876
MELBOURNE (321) 768-8488
C.�.: 5693
E-Mail: KSM@KSMENGINEERING.NET
ST. LUCIE (772] 229-9093
FAX
(772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED:
October 171h, 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 MOIS- - PEN - - - -DRY
MAX. DRY PERCENT -
OF SAMPLE
TURF READ DENSITY
PROCTOR COMPACTION
-----------------------,.------W-------------�--
VALUE __,_----- -----
Detached Garage
1. S.E.
12" — 24" 7.7 .54 114.8
114.8 100.0
12. Center
52 112.6
It
98.1
3. N.W.
" 53 113.0
" 98.4
House Pad
4. S.W.
12" — 24" 7.9 52 112,5
114.8 98.0
15. N.W.
" 54 114.8
100.0
16. Center
Ig 53 113.7
99.0
7. S.E.
" 52 112.3
97.8
8. N.E.
55 113.7
99.0
Ronald G. Kellar, P.F.; 37293 / SI Lio. No.: 860 / Julie E. Keller, P.E.: 68365
r1
10/17/2018 16:06 7725896 KSM ENGINEERING. PAGE 03/03
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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-13T7 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 MELBOURNE 321
www.ksmengineering.net � net ) 768-8488
FAX (561) 845-8876 E-Mail: KSM®KSMENGINEERING_NET ST. LUCIE (772) 229-9093
C-A.: 5693 FAX (772) 589-6469
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
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Soil Description:
Max. Dry Density:
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
October 17t1', 2018
1810-0002 — Garage
1809-0382 — Main House
Nick Tubito
5703 Oleander Avenue
Fart Pierce, Florida
KSM JOB #: 183803-2p
116 T——T-----,---I-----r-- T ---
I I ( I I I I
I I I I r I I
r I I r I I I
115-1---—+—--1----�I---- I---, +-----I
I I I I I I
I I I I I I I
I I ! I I ! I
I I l i i
I I I I I I I
—T---�
I I r r I I I
I r r I I I
I I I I I I r
I I r I I I I
I I I I I I 1
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
, Brown Sand with Shell Fragments
114.8 P.C.F,
Optimum Moisture: 11 A Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / SI Lie. No.. 860 / Julia E. Keller, P.E.: 68366