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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
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MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH 845-7445 MELBOURNE 768-8488
(561) www.ksmengineering.net (321)
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED September 27, 2018 KSM JOB # : 183356-1 d/SS/cv
PERMIT # 1808-0697 ����® RECEIVED
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Octm,
CONTRACTOR Wynne Development Per 7818
JOB LOCATION 2 Montoya sr �ugQCo ,fie,,,
Spanish Lakes Country Club Village
Fort Pierce, Florida
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ITEM TESTED Compacted Foundation Fill
TEST LOCATION *PEN DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 39 105.3 109.7 96.0
2. N.W. if40 105.5 if96.2
3. Center 43 107.2 97.7
4. N.E. 37 104.6 if95.4
5. S.E. 42 106.4 97.0
Soil Description:
Brown and Gray Sand with
Traces of Clay 111.0 I I I I I I
In Place Moisture: W
13.1 Percent E
110.0 _.f_.._i._..�.._.. �.._..I_.._.
Optimum Moisture: G I
12.0 Percent 11
T
Max. Dry Density: 109.0
109.7 P.C.F. P
I I I I I I
@ C I_.._.�_ ._�.............
Test Locations The 108.0 -
Density & Penetrometer
Readings Indicate the F
Degree of Compaction Meets I I I I
Mini[pµr(,nequired 107.0
a d atlon. D
�� •' ken to Natural Grade. R I I I I I I
y
ectfu dub 106.0 �- — ►— —� — .�.._..r.._..,—..—.,
9 10 11 12 13 14 15
Moisture - % of Dry Weight
J u I gr, -
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.Pr
sldent �.
Lucie County Building Department
spanishlakes.com
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! Ronald G. Keller, P.E.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366