HomeMy WebLinkAboutKSM REPORTS04/25/2019 10:27 7725896469
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KSM ENGINEERING
PAGE 02/02
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.ksmengineering.net MELBOURNE (321) 768-8488
FAX (661) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.; $693 FAX (772) 589.6469
DATE TESTED
PERMIT#
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
April.23, 2019
1812-0316
Wynne Development
6465 Alemendra Street
Spanish Lakes Fairways
Fort Pierce, Florida
KSM JOB # : 191594-1 d1CH/cv
SCANNED
BY
)t. Lucie county
RECEIVED
APR 2 5 7919
Permitting Departmen'
St. Lude Covnt'
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.E. 0" - 12"
55
108.7
111.9
97.1
2. S.E.
41
107.3
95.9
3. Center
45
107.7
96.2
4. N.W.
50
108.1
96.6
5, S.W.
49
108.0
96.5
Soil Description:
Brown Sand with
113.0
I I I I
1
Some Shell
W
In Place Moisture:
E
7.9 Percent
I
G
112.0
Optimum Moisture:
H
I
I I I
I
11.0 Percent
T
Max. Dry Density:
P
I
I I ( I
I
111.9P.C.F.
1111.0 j—
—.I_.. _.. {.._.. .._..j_.._.
@ Test Locations The
C
I
I I I I
I
Density & Penetrometer
F
I 1 I I
I
Readings Indicate the
71o.c ••—•�
••—j•—•.�•.—..T ..
.7_.._.
Degree of germ?ctlon Meets
R
I
for
j
I I I
�1Y' I*i,
dip,
.
�$e•;
R'e plc
8
9 10 11 12
13 14
Moisture - % of Dry Weight
a A1.i`4�1Cie
County Building
Department
,
E-mail to: vnnphc rnm
Ronald G. Kaller. P.E.: 37293 / SI Lio. No.: 860 / Julie E. Keller, RE.: 68366