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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmengineering.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 July 25, 2019 KSM JOB # : 192946-1d/SHlcv
PERMIT# 1905-0534
CONTRACTOR P.J. Trucking & Land Clearing
JOB LOCATION 10648 Pine Cone Lane
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - 1 st Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W.
0" - 12" 40
110.6 112.9
9&0
2. N.W.
40
110.4
97.8
3. Center
42
111.3
98.6
4. N.E.
41
110.9
98.2
5. S.E.
39
109.E
97.1
Soil Description:
Brown Sand with Shell
In Place Moisture:
9.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
W 114.0
E I
H I I I I I I
T I I I I I I
112.0
P j
F
1100 j—
D 1 I I I I
R 109.0.}—.._.s—.._.t—.._i._..—+.._.._y.._..ry
Y 8 9 10 11 12 13 14
Moisture - % of Dry Weight
County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366