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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-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
July 3, 2018 KSM JOB # : 182187-1 d/SS/ct
1804-0329
RECEIVED
P.J. Trucking & Land Clearing
6418 Riverland Drive
Ft. Pierce, Florida
JUL 2 3 7016
Permitting Department
St. Lucie County
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" 47
108.9 111.8
97.4
2.
N.E.
46
107.6 1196.2
3.
Center
52
110.2
98.6
4.
S. E.
49
109.3
97.8
5.
S.W.
45
106.5
95.3
Soil Description:
Tan Sand with
Lots of Shell Fragments
In Place Moisture:
9.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
111.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
to Natural Grade.
W 113.0 I I I I I
E I I I I I I
G112.0 i..—.�—..—.I—..—I.—..—I..—..�..—.._
H I I I I
T I I I I I
111.0
P j
I I I I I
C 110.0
I I I I
F I I I I I I
109.0-C—..—.i—..—.I—..—i.—..—j..—..i..—.._
D I I I I I
R 108.0-••—•i—••—
Y 8 9 10 11 12 13 14
a Moisture - % of Dry Weight
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