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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) 689-0712
PALM BEACH (561) 845-7445 �y ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mall: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.i.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED August 23, 2019 KSM JOB # : 193299-2d/MH/cv
PERMIT# )907 - 002) 1
MNNED
CONTRACTOR R & E Loader Service, Inc.
JOB LOCATION 5713 Sea Grape Drive Ft. Pierce, Florida
BY
ITEM TESTED Compacted Foundation Fill - Final Lift St Lucie COUntY
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
24" - 36' 51
111.4 114.8
97.0
2'.
N.W.
50
110.3
96.1
3'.
Center
52
112.6
98.1
4l
S.E.
51
111.1
96.8
&
N.E.
50
110.1
95.9
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
10.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
116.0
W I I I I I
E j
G 115.0
H
T j
114.0 1—••_.i_.._I _..i.._.. .._
P j
C I I I I I
113.0 F �.._.i_. _i._..i.._..� ..
112.0—.._.I_.._I._..�.._.. I
I
I
I
1
I
I
D
R I I I I I
Y I I I I I
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366