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KELLER, SCHLEICHER & MacWILLI)
MARTIN (772) 337-7755 P.O. BOX 78-1377, SE
PALM BEACH (561) 845-7445 www.ksm(
FAX (561) 845-8876 E-Mail: KSM@KS
C.A.: 5693
April 30, 2018
Cal Builders, Inc.
2020 Old Dixie Highway SE
Suite #6
Vero Beach, FL 32962
Re: 6333 Emerson Avenue
Ft. Pierce, Florida
Permit #: 1803-0756
KSM P ct #• 181453-1 d
SGANNED
BY
M ENGINEERING AND TESTING, INC.
,ASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
gineering.net MELBOURNE (321) 768-8488
ENGINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
RECEIVED
MAY 0 71018
Permitting Department
St. Lucie County
rode
Dear Sir: I
I
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill for the house pad at the above referenced project.
Shood,�Wlhavyg any questions, pleas I feel free to contact us.
.+ _ F k r . •,,.
JEK/ct
Email to: calbuilderinc@aol.com
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 372931/ SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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.ksmenlgineering.net
MELBOURNE (321) 768-8488
FAX (561) 845-8876
E-Mail: KSM@KSM ENGINEERING.NET
ST. LUCIE (772) 229-9093
C.A.: 5693
j
FAX (772) 589-6469
i
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED:
April 27", 2018 KSM JOB #: 181453-1d/MH/ct
PERMIT #:
1803-0756
CONTRACTOR:
Cal Builders, Inc.
JOB LOCATION:
5333 Emerson Avenue
Ft. Pierce, Florida
MATERIAL:
Brown Clayed Sand wilth Shell Fragments
ITEM TESTED:
Compacted Foundation Fill for the House Pad
TEST LOCATION
DEPTH MOTS- i PEN DRY
MAX. DRY PERCENT
OF SAMPLE
TURE DENSITY
PROCTOR COMPACTIOI`
I
VALUE
1. S.W.
0" —12" 8.8 I
52 112.5
113.1 99.5
2. N.W.
i 51 111.9
98.9
3. Center
i 53 110.4
97.6
4. S.E.
I 50 109.6
96.4
5. N.E.
50 110.4
i
97.6
Ronald G. Keller, P.E.: 372931 SI, Lic. No.: 860 / Julie E. Keller, P.E.: 68366
a
IMAM
KELLER, SCHLEICHER & MacWILLIA
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEE
PALM BEACH (561) 845-74-45 www.ksmer
FAX (561) 845-8876 E-Mail: KSM@KSN
C.A.: 5693
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
0
u:
U
ri
H
C9
Soil Description
Max. Dry Density:
Optimum Moisture:
Julie E. Keller, P.E.
President
MOISTURE -DENS
MODIFIED PROC-
April 27th, 2018
1803-0756
Cal Builders, Inc.
5333 Emerson Avenue
Ft. Pierce, Florida
ENGINEERING AND TESTING, INC.
�TIAN, FL 32978-i 377 SEBASTIAN (772) 589-0712
eering.net MELBOURNE (321) 768-8488
GINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
(RELATIONSHIP
R (ASTM D 1557)
KSM JOB #: 181453-1 p
114 T----I----r=--r---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-t----I----t— —fi--I----1---t---I
I I II I I I I I
112-F----I---4---+----1----I---+---I
I I I I I I I
ill 4-----I----4�---4----I----1--- — — — I
8 9 IO 11 12 13 14 15
Moisture - Percent of Dry Weight
Brown Clayed Sand with Shell Fragments
113.1 P.C.F.
11.0 Percent
i
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366