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KELLER, SCHLEICHER & MacWILL1AM ENGINEERING AND TESTING, INC.
MARTIN V72) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
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DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
August 25, 2019
D.R. Horton
Creekside Subdivision
Parcel B, Lot 104
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION
OF SAMPLE
1. N.W.
2. Center
3. S.E.
Soil Description:
Light Brown Sand with
Shell and Silt
In Place Moisture:
12.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
KSM JOB # : 184153-Lot 104/MR/jt
DEPTH PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
0" - 12" 55+ 114.7 115.9 99.0
55+ 113.2 97.7
55+ 114.4 98.7
W
E
I
G
H
T
P
C
F
117.0
I I I I I I
I I I I I I
116.0�.._..T .._..
I I I I I I
I I I I I I
115.0 1—..—.1_.._' _.._C._.. T..—..
I I I I I I
I I I I I I
114.0 J—..—.,_ ._1._.._�.._..�.. .. t.._..
I I I I I
I i I I
D 113.0 L.._.�_.:-1.—.._�.._..�..—..t .._..
R I I I I I I
Y I I I I I I
112.0 4— _i.._..-4.._.. j .._..,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
E-mail to: melbournepermitting@drhorton.com; ryan@mjclanddev.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366