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KELLER, SCHLEICHER & MacWILLIAM ENGINEFa FD T STING, 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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED October 16, 2018 KSM JOB # : 183616-1 d/SS/cv
PERMIT # 1806-0583
CONTRACTOR Wynne Development
JOB LOCATION 14408 Dalia Avenue
Spanish Lakes Fairways OCT 2 4 ,
Fort Pierce, Florida ST. ! ucie county, Permitting
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+ 110.4 114.8 96.2
2. N.W. if 11112.8 98.3
3. Center it 91109.8 95.6
4. N.E. of110.7 1196.4
5. S.E. If
11 111.5 of97.1
Soil -Description:
Brown and Tan
Sand with Clay 116.0 I I I I I I
In Place Moisture: W
8.2 Percent E I I I I I
115.0
Optimum Moisture: G I
11.0 Percent H I I I I I I
T
Max. Dry Density: 114.0 —
114.8 P.C.F. P
I I I I I I
@ Test Locations The C 113.0 I _ .I _ _ I ----------
Density & Penetrometer j I I I I I
Readings Indicate the F j I I I I I
Degree of Compaction Meets I I I
112.0 �—• —••—•
Minimum �5 gVild I _.i_.._i._..i.._.. i .._..I
for S>�20�. • IR j I I I I I
�'
* ,r� 10 Natural Grade. I I I I I
R;aS y �' Y 111.0 �— ——r._..__T.._...r.._..1— —,
8 9 10 11 12 13 14
N — Moisture - % of Dry Weight
Fa3F41: �Q `County Building Department
E-mal��t a�lshlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366