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KELLER SCHLEICHER & MacWILLIAW ENGINEERING AND TESTING, INC.
MARTIN (772 337-7755 P.O. BOX 78-1377,SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACF. (561) 845-7445 www,ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 84.5-8876 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093
c.A.: 5693 : FAX (772) 589-6469
SOIL COMPACTION; REPORT
n ASTM D 1567 and ASTM D 2922
BATE :TESTED . August 25,4019 KSM JOB # : 184153-Lot 67/MR/jt
.;�PEF2MIT #'
CONTRACTOR D.R. Horton
'JOB LOCATION
Creekside Subdivision
Parcel B, Lot 67
Fort P..,ierce,r.Florida.
,:ITETESTED
Compacted Foundation
Fill
TESTWCATION
DEPTH PEN
DRY
MAX. DRY
PERCENT
OF ;SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. N.W.
0"- 12" 55+
112.2:
115.9.
96.8
2. 'Center
; ..55+.
1,13.5
97.9
.3. S.E: ...
.',; .., 55+;
111.7
96.4
Soil Description:
Light Brown Sand with
Shell and,Silt
W
In Place Moisture:--
E
12.5 Percent.... , .....:.
i
G
Optimum, Moisture:
H.
11.0 Percent
T
Max. Dry Density:
P
115.9'P.C.F.
C
@ Test Locations. The F
Density &peh'W6 f1'6tar,
Readi i�syR lic'."�+ PIP
D'
Dege.�fs; R
Mi►m urrp'Req ui�eQd,,
for�tak2d �8ui�� Y
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, RE.: 68366