HomeMy WebLinkAboutKSM REPORTtr a111L 9
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 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-a876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and.ASTM-D 2922
April 18, 2019
1903-0532
Jason Baskerville
8400 Cobblestone Drive
Ft. Pierce, Florida
KSM JOB # : 191542-1 d/SS/ct
SCANNED
BY
St. Lucie County
RECEIVED
APR 2 211119
permitting Department
St. Lucie County
ITEM TESTED
Compacted Foundation Fill for the Addition
TEST LOCATION
DEPTH
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1.
N.W.
0" - 12"
50+
116.2 117.4
99.0
2.
S.W.
114.8
97.8
3.
Center
115.9
98.7
4.
S.E.
113.7
96.8
5.
N.E.
112.4
95.7
Soil Description:
Tan Sand with Clay
In Place Moisture:
8.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
117.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
118.0
W I
E
H 117.0 1 ••—•1_.._.I. .._I._.4._.4._.._
T I I I I I
116.0
F Y I I
I
I
\I
115.0—••—•1_.._.I._.._I._.._i.._..
.._.._
D I I I
I
I
R I I I
I
I
Y
114.0
�.._..
�.._..�
..........
8 9 10 11
12
13 14
Moisture - % of Dry Weight
�, ie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366