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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 May 5, 2017 KSM JOB # : 171360-Id/SH/cc
PERMIT# 1703-0260
CONTRACTOR Thomas Parker
JOB LOCATION 6100 Oleander Avenue
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the Metal Building Slab
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR.VALUE COMPACTION
1. N.W. 0" - 12" 38 104.9 109.3 96.0
2. Center 38 105.9 96.9
3. S.E'. 37 105.1 96.2
Soil Description:
Brown Sand
110.01 I I I I I
In Place Moisture: W
E I I I I I I
11.6 Percent I I I I I I I
Optimum Moisture:
- . H 109.0
12.2 Percent T
Max. Dry Density:
109.3 P.C.F. P108.0 �-IIjIII——
C
@ Test Locations The
Density & Penetrometer F ..—_. I
Readings Indicate the 107.0 — •I ( I I l —
Degree of Compaction Meets D
M;ih Uit R I I I I I I
, d'+� 106.0
to Natural Grade.
' :
—RespCotfull�S bm to 9 10 11 12 13 14 15
�3
. Moisture-% of Dry Weight
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Fax"" di 0i1W t. Lucie County Building Department
Ronald G. Keller, P.E.:37293/Sl Lic. No.:860 / Julie E. Keller, P.E.:68366