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KEI _LE.R,S_C_HI ELC-IF.R_8 M a c W LLLIA M_EN-GIN-EE-R.I.N_G_A_N n T F S-T_LN_G-TI-N-C--
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
January 4, 2019
SCANNED
BY
Gary White St, Lucie County
South Florida Land Clearing, Inc. ry
15701 Orange Avenue
Fort Pierce, Florida 34945 p
B
Re: Lot 7, Brocksmith Road 1g
Ft. Pierce, Florida 6Ad7
Permit #: N 01 -
KSM Project #: 183206-2d
Dear Mr. White:
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill for the house pad and barn pad at the above referenced project.
',S�g9,yJdyou+have any questions, please feel free to contact our office.
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Email to: sflcgw@gmail.com
Mail 3 Copies
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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K E L LE R, S C H L El
CH_E R 8-M a_aWILLIAM_ENA3-LNEER.I.N.G-AN DBE-S-T-1-N G-,-I-N C-.- -
MARTIN (772) 337-7755
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445
'oKSM@
MELBOURNE (321) 768-8488
FAX (561) 845-8876
SMENGINE RI
E-Mail: KSMQKSMENGINEERING.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:
January 31d, 2019
KSM JOB #: 183206-2d/SH/jl
PERMIT #:
SCByNEG
CONTRACTOR:
South Florida Land Clearing, Inc.
St LUciB
County
JOB LOCATION:
Lot 7, Brocksmith Road
Ft. Pierce, Florida
MATERIAL:
Brown & Tan Sand with Clay & Shell Fragments
ITEM TESTED:
Compacted Foundation Fill for the House Pad &
Barn Pad
---------------------------------------------------------------------
TEST LOCATION
DEPTH MOIS- PEN DRY
MAX. DRY PERCENT
OF SAMPLE
TURE READ DENSITY
PROCTOR COMPACTION
-------------------------------------------------VALUE
---------------
House Pad
1. S.E.
24" - 36" 11.9 46 110.7
112.4 98.5
2. S.W.
47 111.9
99.6
3. Center
47 111.7
99.4
4. N.W.
45 110.4
98.2
5. N.E.
48 111.1
98.8
House Pad
6. S. E.
12" - 24" 11.0 45 108.9
112.4 96.9
7. S.W.
47 109.8
97.7
8. Center
46 109.6
" 97.5
9. N.W.
47 110.1
98.0
10. N.E.
48 110.9
98.7
Ronald G. Keller, P.E.: 37293 / SI Lio. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER. S_C1i_L_E_LCHER & MacWILLIAM FNCAINFFR]Nr, AND T--ES-TUNACt�C_
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: January3rd, 2019 KS9 JOB #: 183206-2d/SHfI
CANNEO
PERMIT #: BY
CONTRACTOR: South Florida Land Clearing, Inc. St Cucfe COOnty
JOB LOCATION:
Lot 7, Brocksmith Road
Ft. Pierce, Florida
MATERIAL:
Brown & Tan Sand with Clay & Shell Fragments
ITEM TESTED:
Compacted Foundation Fill for the
House Pad & Barn Pad
---------------------------------------------------------------------
TEST LOCATION
DEPTH MOIS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
------------------------------------------------
VALUE ---------------
Barn Pad
11. S.E.
12" — 24" 12.1
46
110.7
112.4
98.5
12. S.W.
45
109.3
97.2
13. Center
47
111.3
99.0
14. N.W.
47
111.6
99.3
15. N.E.
46
110.9
98.7
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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K F LLE.R.,_S CJH1_E_LC_FLER_8—M ac-Ir1l_IILLA M_E N—Cu yEE R.LN_G_AND—T-ES_T_I.N_G ,-LN_C_
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 V72) 229-9093
C.A.: 5693 FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557) 19
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DATE TESTED: January 3rd, 2018 KSM JOB #: 183'�bQ��
PERMIT #: Coun0'
CONTRACTOR: South Florida Land Clearing, Inc.
JOB LOCATION: Lot 7, Brocksmith Road
Ft. Pierce, Florida
113 T----T---,----I----1----7---,
p I I I I I I I
b I I I I I I I
a I I I I I I I
W I I I I I I I
110-1----+----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
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1094----4--4----1----�---�---�
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description: Brown & Tan Sand with Clay & Shell Fragments
Max. Dry Density: 112.4 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