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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 397-7755 PO, BOX 78-1377, SEBASTIAN,.FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX 1(561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
October 9, 2018 DISAPPDr)V E D
FILE Y'
'South Florida Land Clearing, Inc.
15701 Orange Avenue
Fort Pierce, Florida 34945
RECEI E
OCT 16 ",,3
IRe: 5703 Oleander Avenue i .a, •Lucie County Permitting
Fort Pierce, Florida
Perri t #:
KSM Project #: 183503-1 d tqvl �• F
Dear Sir: 601
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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.
Shou
481111111
questions, please feel free to contact us.
Email to: sflcgw@gmail.com
� jail 3 Copies
RECEIVED
.1
�,
ST. Lucie County, Permitting
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KEILLER, 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 8, 2018 KSM JOB #: 183503-1 d/MH/jt
PERMIT #:
CONTRACTOR:
South Florida Land Clearing, Inc.
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
TURE READ
DENSITY
PROCTOR
COMPACTION
-------------------------------------------------VALUE
---------------
House Pad
1. S.W.
0" —12" 8.3 52
112.3
114.8
97.8
2. • N.W.
Itit 50
110.4
it96.2
3. Center
it it52
112.0
9197.6
4. S. E.
99
" . . 51
111.6
"
97.2
5. N.E.
50
110.1
If
95.9
Detached Garage
6. 'S. E.
0" — 12" 8.0 52
112.6
114.8
98.1
7. 'Center
it 1950
111.4
97.0
8. N.W.
I
50
110.9
96.6
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
T1' C 19 =
1%L-3 M
KEILLER, 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
FAXI(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 8, 2018 KSM JOB #: 183503-1 p
PERMIT #:
CONTRACTOR: South Florida Land Clearing, Inc.
JOB LOCATION: 5703 Oleander Avenue
Fort Pierce, Florida
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a 114 ---- --- I I I I I
= I I I I I I I
W 113T----T——,----I----r---7---,
I I I I I I I
I I I I I I
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111 J---_l _---�-----�----�-----�— ---�
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description: Brown Sand with Shell Fragments
Max. Dry Density: 114.8 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