HomeMy WebLinkAboutKSM REPORT 10-26-1810/25/2018 16:59 7725896469
KSM ENGINEERIN7-_
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7756 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 $EBASTIAN (772) 589-0712
PAI-M BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENOINEEFRINO.NET ST. LUCIE (772) 229-9093
C.A.: 9092 SC%4EFAX (772) 589-6469
SOIL COMPACTION REPORT St. Lucip
ASTM a 1557 and ASTM D 2922
DATE TESTED October 24, 2018 /cv
PERMIT 9 1808-0703 F I LEBeCOVY
CONTRACTOR Wynne Development 61 2 6101® eV
JOB LOCATION 52 Verde Vista dparto
Spanish Lakes Country Club Village pe St lwaeCoOlu
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE REND DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 50+
107.3 111.7
96.1
2-, S.W.
105.5
95.3
3. Center
108.9
97.5
4. N.E,
110.2
98.7
5. N.W. " "
109.7
98.2
Soil Description:
Brown and Gray
Sand with Clay
113.0 - I I I f
I
In Place Moisture:
W
I f I I
I
8.4 Percent
E
I
112.0 �.f.�.._.�.._.. �.. ,.- �..�..I
_.
Optimum Moisture-
G
1
11.0.Percent
H
f
T
}iIj
Max. Dry Density:
111.0
111.7 P.C.F.
P
@ Test Locations The
C
11o.o
.. _•�
--
.
Density & Penetrometer
Readings Indicate the
F
I
D.paction Meets
M
_.i_.._i.__....�..._—.
.iI
1..—
.j_.._.
•• eadirs'7eket� to Natural Grade-
R
=
S 9 10 11 12
13 14
,.
•tea
Moisture - % of Dry Weight
`1r
Lucie County Building Department
E-Mail'fw NAv wimnebc.com
Ronald G. Keller, P.E.: 37293 / 81 Lin,., No,: 860 / Julie E. Keller, P.E.: 68366