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A%� VL Pars n
KELLER-, SCHLEICHER &-MaCWILLIAM ENGINEERF; i INIC.
MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978 1377 ASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED January 31, 2019 KSM JOB # : 190463-1d/SSft
PERMIT # 19,0" SCANNED
CONTRACTOR Brett Webster Tractor Inc./Trefelner Construction BY
St. Lucie County
JOB LOCATION 122 Dusk Way
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 40
106.2 108.3
98.1
2.
N.E.
35
103.6
95.7
3.
Center
36
104.9
96.9
4.
S.E.
38
105.7
97.6
5.
S.W.
40
106.3
98.2
Soil Description:
Brown and Gray Sand
In Place Moisture:
13.2 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
W
E
G
H
T
P
C
F
D
R
Y
al Grade.
com
y Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366