HomeMy WebLinkAboutSoil Compaction ReportKELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. SOX 78-1377 SESASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED August 25, 2019
PERMIT #
CONTRACTOR D.R. Horton
JOB LOCATION Creekside Subdivision
Parcel B, Lot 71
.Fort Pierce, Florida
KSM JOB # : 184153-Lot 71 /MR/jt
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
0" - 12" 55+
114.0 115.9
98.4
2. Center
55+
112.8 1197.3
3. S. E.
55+
113.4 1497.8
Soil Description:
Light Brown Sand with 117.0 -1 I I I I I
Shell'and Silt W I I I I I I
In Place Moisture: E I I I I I I
12.7 Percent i 116.0
.-1IjIj
-_-
G
Optimum Moisture: H
11.0 Percent T115.0
Max. Dry Density: P .�
115.9 P.C.F. 114.0 -(—.
@ Test Locations The F
DensV%&'Pw,eter 1 j
D 113.0
iInbeets
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R j _.I_.._t._.._I. _..y.._..1 .._..
! I I I I
qMN&m Re y
ft
! 1 I I I for $#a'%$9d n�atiol I .
r
112.0 —I.._..-4.._..-.._..,
'[ 8 9 10 1.1 12 13 14
p�ct�1 �u�F
Moisture - % of Dry Weight
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