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BY Tdr OIL z
i; St. Lucie County T��C'-'
FiLEICHER & MacWILLIAM ENGINEERIELENC.E I
KELLER, SC ,
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
DATE TESTED
PERMIT #
CONTRACTOR
JOBB LOCATION
i
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
October 16, 2018 KSM JOB # : 183620-1 d/SS/cv
1806-0603
Wynne Development
6563 Zapote Court
Spanish Lakes Fairways
Fort Pierce, Florida
RECEIVED
OCT 2 4 2018
Lucie Coangt parmming
ITEM TESTED Compacted Foundation Fill
TEST LOCATION * PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. S.E.
2. S.W.
3.. Center
4. N.W.
5. N.E.
11
SoiIjDescription:
Brown and Gray Sand
with Some Clay
In Place Moisture:
6.4 Percent
Optimum Moisture:
11.0 Percent
0" - 12" 47
109.0 111.0
98.2
" 43
107.4 to
96.8
" 44
108.2 if97.5
" 45
108.8 it98.0
" 47
109.6 it98.7
Max. Dry Density:
1111 0 P.C.F.
i
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
IV��jgoF�Rtit Refired
Glal46ffdetion.
to Natural Grade
112.0
W I
E
G
T 111.0
I
P
C
I
F 110.0
D I I I I I
R
Y 109.0—..—.�—..—,. �..—.. ..— �— —,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
,e Lucie County Building Department
spatlishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366