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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 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 9, 2017
1706-0379 '
Wynne Development
13981 Geranio Court
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED ' Compacted Foundation Fill
KSM JOB # : 173048-1 d/MH/ct
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S. E.
0" - 12" 51
111.0 111.3
99.7
2.
S.W.
50
106.2
95.4
3.
Center
50
109.5
98.4
4.
N.E.
50
105.8
95.1
5.
N.W.
50
107.5
96.6
Soil Description:
Brown Sand 112.0 I I I I I
W
In Place Moisture: E I I I I I I
I j I I I I
10.2 Percent G I 1 I I I
Optimum Moisture: T I I I I I
11.0 Percent I I I I I
P I I I I I I
Max. Dry Density: 110.0 _l__ • • — • •I— • —
111.3 P.C.F. C
I I I I
@ Test Locations The F I I I I I I
Density & Penetrometer I I I I I
Readings Indicate the 109.0 � ••—••I—•'—'1—•'—'I—"-1•—•�—('—'•—
Degree of Compaction Meets D I I I I I I
Minimum Required R I I I I I I
for S,aMq�FPundation. 108.0 �-- — I_ • . _ I _ _ r _ _ _ _ I , _
.�t�eT,akedn to Natural Grade. 8 9 10 11 12 13 14
Moisture - % of Dry Weight
Ii .IlE�el RECEIVED OCT
1: 3 2017
met, all• t\'Zucie County Building Department
Erfiajl, b04anishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366