HomeMy WebLinkAboutSoil Compaction Report KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED September 11, 2019 KSM JOB# : 184153-Lot 55/SS/jt
PERMIT#
CONTRACTOR D.R. Horton
JOB LOCATION Creekside Subdivision
Parcel B, Lot 55
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 011 - 1211 50+ 113.9 115.9 98.3
2. Center 50+ 112.5 97.1
3. N.W. .50+ 112.4 97.0
Soil Description:
Light Brown Sand with 117.0 I I 1 I I
Silt and Shell W I I I I I I
In Place Moisture: E I I I I I I
9.0 Percent I 116.0 -I—.._.A� i
_..�.._.•.�.•_..
G j
Optimum Moisture: H I I11.0 Percent TI I115.0 .._.. _..�Max. Dry Density: PI I115.9 P.C.F. I I114.0 .._.. .. .t@ Test Locations The F I IDensity & PenetrometerReadings Indicate the I
D 113.O .L.._.I_.._1._.._I.._..�..—...t...._...
Degree
.,of Meets
Mi�laifn ''% R
1;€ir ri C1! n� i6 Y I I I I I I
112.0 _.j_..—�._.._I.._..�.._..+.._..,
exp U� tted: 8 9 10 11 12 13 14
Moisture-%of Dry Weight
ft
d • �
b
-
aT o: VBournepermitting@drhorton.com; ryan@mjclanddev.com
Ronald G.Keller,P.E.:37293/SI Lic. No.:860 / Julie E.Keller,RE.:68366