HomeMy WebLinkAboutSOIL COMPACTION REPORT'd' Clk 9 FILE COPY
nF;;PavL
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 (561) 845-8876 E-Mall: 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
May 10, 2019
Accurate Septic
4120 Selvitz Road
Fort Pierce, Florida
ITEM TESTED : Footers
0
SGP�� GoJ��
,.0
�J
5�.
KSM JOB # : 191860-1 d/MH/jt
RECEIVED
MAY 14 2019
5T, Lucle County, Permitting
TEST LOCATION
DEPTH PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. South
0" - 12" 52
112.6 114.0
98.8
2. East
54
111.4
97.7
3. North
53
113.6
99.6
4. West
52
112.7
98.9
Soil Description:
Brown Sand with Traces of
Shell and Rock
In Place Moisture:
8.3 Percent
Optimum Moisture:
10.8 Percent
Max. Dry Density:
114.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
DegreA%vi C61t"g1ion Meets
115.0 I I I I I
E I I I I I
j I I I I I
G 114.0 L.._.�_.._�.—. I._.. �.._.. .._..
H I I I I I
T
I
P I I I I I
113.0 r.._.I_._J._.._I.._..�.._. 1.._..
C
F I I I I I
112.0 i.._.I—.._j._.._�.._..�.._..� .._..
D I I I I I
R I
Y I I I t I
111.0..._...
8 9 10 11 12 13 14
Moisture - % of Dry Weight
E-mail to: david@accurateseptic.net
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366