HomeMy WebLinkAboutSoil Compaction ReportTAr0Ik9
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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 wwwAksmenglneering.net MELBOURNE (321) 768-8488
FAX (661) 845-8876 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
August 25, 2019
D.R. Horton
Creekside Subdivision
Parcel B, Lot 103
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH
OF SAMPLE
1. N.W. 0" - 12"
2. Center "
3. S.E.
Soil Description:
Light Brown Sand with
Shell and Silt
In Place Moisture:
12.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.9 P.C.F.
@ Test Locations The
Density 8 Penetrometer
KSM JOB # : 184153-Lot 103/MR/jt
PEN DRY MAX. DRY
READ DENSITY PROCTOR VALUE
53
54
111.9
110.6
112.3
117.0 ,
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114.0 ••—
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115.9
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PERCENT
COMPACTION
Moisture - % of Dry Weight
E-mail to: melbournepermitting@drhorton.com; ryan@mjclanddev.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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96.5
95.4
96.9