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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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 14, 2017 KSM JOB# : 171118-1 d/MH/ct
PERMIT# 1703-0161
CONTRACTOR Alice Hartzog
JOB LOCATION 7502 Pensacola Road
Lakewood Park
Ft. Pierce, Florida
ITEM TESTED ,Compacted Foundation Fill for the Patio
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. Center 0" - 12" 50 105.3 110.0 95.7
Soil Description:
Brown Sand
111.01 I I I I I
In Place Moisture: W
12.6 Percent E I
I I I I I I I
Optimum Moisture: G 1_1 0_.0
12.0 Percent H
Max. DryDensit
110.0 P.C.F. P
109.0
@ Test Locations The
Density & Penetrometer F
Readings Indicate the
—.-
Degree of Compaction Meets I I 1 I I I
Minimum Required D I I I I I I
for Stgj#c Bf 9EM4@tion R I I I I I I
*� Nfain of to Natural Grade. 107.0
0 9 10 11 12 13 14 15
Moisture-%of Dry Weight
lie E. Ti
R E
er, P.E...� 0 CEIVED APR 191�17
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III° 0ol��cie County Building Department
8 9?eItIS
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366