HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTµf'(_tGe:,a
A%1jjvjL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MA q IN V72) 337-7755 I? �, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (561,j�84�5-� ® wwwAsmengineering.net MELBOURNE (321) 768-8488
FAX 561) 845-887�b' ���,� E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 BY FAX (772) 589-6469
St.Lucie County
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE
TESTED
September 18, 2018
KSM JOB # : 183228-1d/MH/jl
P
RMIT #
1807-0243
C I
N I RAC I OR
Grande Construction
SEP 19 2010
J
B LOCATION
3409 Bent Pine Road
Fort Pierce, Florida
1 11
EM TESTED
Compacted Foundation Fill
TEST LOCATION
* PEN
DRY
MAX. DRY
;PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1
N.W.
0" - 12" 51
111.4
113.4
98.2
2
N.E.
50
109.3
96.4
3
Center
52
112.6
99.3
4
S.W.
50
108.4
95.6
5I
S.E.
50
110.6
97.5
81oil Description:
brown Sand
ith Traces of Shell
I Place Moisture:
1.8 Percent
Iptimum Moisture:
1.0 Percent
lax. Dry Density:
13.4 P.C.F.
Test Locations The
nsity & Penetrometer
adings Indicate the
gree of Compaction Meets
1imuCQLR&Q red for
Natural Grade.
Moisture - % of Dry Weight
N.Com
cie County Building Department
mst&
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366