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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
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C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
Revised:
September 14, 2017
DATE TESTED
September 5, 2017
KSM JOB # :
172771-1d/MH/jl
PERMIT #
17060375
CONTRACTOR
Wynne Development
JOB LOCATION
13950 Encantardo Circle
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill .
TEST LOCATION
*PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ DENSITY
PROCTOR VALUE
COMPACTION
1. N.E.
0" - 12" 50
109.7
110.9
98.8
2. S.E.
1150
106.5
1996.0
3. Center
It
50
105.5
It95.1
4. N.W.
11
50
108.5
It97.8
5. S.W.
of50
108.1
1197.5
Soil Description:
Brown Sand with Shell
Fragments
In Place Moisture:
9.0 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree ofC�`gmpaction Meets
�e�l�ttre�f 9•,_
Natural Grade.
/OF •
• �G/ .•`
:)N p►\-
112.0
w
E I
G 111.0
H I I I I
T
110.0 —• I _ I
C
. 109.0
F I I I I I I
D 108.0 j—.._..� —..�—..�—..—..�—..—..!—..—..
R I I I I I I
Y I I I I I I
107.0—..—..�.._..�..—..�—..�—..—..�—..— .,
9 10 11 12 13 14 15
Moisture - % of Dry Weight
R ECEIV E0 SEP .� g .2p17
Email toe'dmtl>n M anishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366