HomeMy WebLinkAboutKSM REPORT 12-27-1812/28/2018 11:26 7725896469
KSM ENGINEERING]
PAGE�01/03
7
`c?
VLfILE COPY
KE�LLER, SCHLEICHER &
MacV11(i-L-IAM ENGINEERI AND
TESTING,
589-s712
STIANURNE
M/�RTIN (772-) 337-7755 P.O. BOX 78-1377, SEBASTIAN, EL 32978-1377
MELB (321) 768.8488
p�1LM BEACH (561) 845-7445
www.ksmengineering.net
ST. LUCIE (772)
FAX (561) i345 8876
E-Mail: KSM@KSMENG1hiEER1NG.NET
FAX (772) 589-6469
G.Al; 5693
DATE TESTED
PERMIT #
CONTRACTOR
�013 LOCATION
M TESTED
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 27, 2018 KSM ,JOB #
1809-0590
Wynne Development
14 Galeria Way
Riverfront
Port St. Lucie, Florida
cted Foundation Fill
184434-1 d/MH/cv
oy
O
o
TEST LOCATION
* PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY PROCTOR VALUE
COMPACTION
1.
N.E.
0" - 12"
51
111.6 114.0
97.9
g E.
50
108A
95.1
3.
Genter
53
113.7 '
99.7
4.
N.W.
51
111.8
98.1
5.
S,W.
50
110.7
97.1
Soil Description:
brown Sand with Traces
of Shell and Clay
115,0 I I I t I
In Place Moisture:
W
8.1 Percent
E
Optimum Moisture:
1
G
114.0 •I— — -- ""
91.0 Percent
H
T
Max, Dry Density:
�114.0 P.C.F_
P
.r ..
113,0 I— 4 ... 4..^. d-• —•d— —
@ Test Locations The
Density & Penetrometer
Readings Indicate the
F
1 l 1 1
of Compaction Meets
j (— ^(— 7
Degree
I1Iinimum ylhed
�
j I I I I I
for St o �igr)If
R
l I I ( I I
Natural Grade.
y
^ —
d:.9—
10 11 12 13 14
Moisture - °r5 of pry Weight
�u
Rr de
F" _ � County Building
Department
E-rr( �xiebc.com
f ��«�1111111t
Ronald G. Keller, PF,: 372..9.9 !
Sl Lic,
No.: 860 / Julie E. Keller; P.C.; 6$366