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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 FAXwww.ksmengineering.net— - --MELBOURNE-(321)-768-8488—
(845-8876 E-Mail: KSM@KSMENGINEERINGNET (rf<<i t1�� T.LU
C.A.: 5693 FAX (772) 589 6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922 �G
DATE TESTED March 26, 2019 KSM JOB # : 191206-1 d/SS/cv
PERMIT # 1901-0596
CONTRACTOR Wynne Development
RECEIVED
JOB LOCATION 14120 Dalia Avenue
APR 01 2019
-Spanish Lakes Fairways
Fort Pierce, Florida
ST. Lucle county, P2rrY11tting
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W.
0" - 12" 50+ 112.2 114.4
98.1
2. N.W.
110.7
96.8
3. Center
113.2
99.0
4. N.E.
111.6
97.6
5. S.E.
112.7
98.5
Soil Description:
Brown and Tan Sand
with Clay
In Place Moisture:
8.5 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
115.0
W I
E
G 114.0 L.._.;_.._;.
H I �/
T
P 113.0 {—• —I•
C
F I it I
112.0—
D
R I I I
Y 111.0 i ••—•r-••—�•—
8 9 10
Moisture - % of Dry Weight
County Building Department