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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-V72)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 27, 2017 KSM JOB# : 171270-1d/MH/cc
PERMIT# 1703-0285
CONTRACTOR J&C Concrete Plus, LLC
JOB LOCATION 4908' Palmetto Drive F I L C
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the Storage Building Pad
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 50 102.7 107.7 95.4
2. Center it 50 104.3 96.8
3. S.W. 50 102.8 95.5
Soil Description:
Brown Sand
W 109.0 1 I I I I I
In Place Moisture: E
7.1 Percent
G 108.0
Optimum Moisture: H I I I I I I
T
12.4 Percent I I I I I
107.0 ------
P
Max. Dry Density:
I I I I
107.7 P.C.F. D 106.0
j I I I I
@ Test Locations The F I I I I I I
Density& Penetrometer 105.0
Re0ir4ts►Mdigpte the D I I I I I I
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' J Y 9 1I0Ff 'F pIon Meets Rp
+ I I I I
15
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P 1'akemto Natural Grade Moisture-% of Dry Weight
espectf Ily S Mit
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F o: St. Lucie County Building Department
Email to:jtc.concrete.plus@aol.com
Ronald G.Keller,P.E.:37293/81 Lic. No.:860 / Julie E.Keller, P.E.:68366