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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 3374755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION :
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
October 22, 2018 KSM JOB # : 183683-1 d/MH/ct
1808-0695
Wynne Development
2 Islanda Lane
Spanish Lakes 1
Port St. Lucie, Florida
SCANNED
,4;un6 By
VOLUVedao 6u 4luwjad M.
91019 0-AON.
a3/Uda3s
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
108.6
109.9
98.8
2.
S. E.
50
107.3
if97.6
3.
Center
50
109.4
1999.5
4.
N.W.
50
106.7
97.1
5.
S.W.
50
106.0
96.5
Soil Description:
Brown Sand
In Place Moisture:
6.4 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.9 P.C-.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for St��edP�vlld�tion.
*,R9ra�R� d6as;f n to Natural Grade
«
r
r
111.0 I I I I I
W
E I I I I I
1 110.0 i All
.._..jG
HI ITI I109.0_..jP
I IC 108.0I IFI107.0 J.._.—..i .—. ..——..—.
D I I I I
R
Y 106.0
9 10 11 12 13 14 15
Moisture - % of Dry Weight
ti P.8 ,, ade County Building Department
ttvCcatlishlakes.com
�9PPap�ra}�P��se:
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366