HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTCL,C1VtL)
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KELLER, SCHLEICHER & MacWILLIAM ENGINEFRIJ
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
SCANNED
9y SOIL COMP CTION REPORT
ASTIVI D 1557 and ASTM D 2922
DATE TESTED June 27, 2018 KSM JOB # : 182130-1d/SS/jl
PERMIT #
CONTRACTOR R & E Loader Service, Inc.
JOB LOCATION! 5604 Seagrape Drive
Indian River Estates
Pori Si Lucie, Florida
ITEM TESTED Compacted Foundation rill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 44 112.7 114.4 98.5
2. S. E. 42 111.2 1197.2
3. Center 40 110.4 if96.5
4. S.W. 43 112.0 97.9
5. N.W. 39 110.1 96.2
Soil Description:
Brown Sand 115.0
with Trace of Clay W
! I I I I
In Place Moisture: I I I I
10.2 Percent H 114.0 i ..—.----- I. _�._ �..—...._..-
Optimum Moisture: T I I I
11.0 Percent I I I I
P 113.G
Max. Dry Density: I ! I I !
114.4 P.C.F. C l
@ Test Locations The F 112.0 }- — — .. — I ......
Density & Penetrometer I I I I I
Readings Indicate'the ' D I I I 1 1
Degree of Compaction Meets R 1 I I I I
Minimum Required y 111.0 — — — —
f�%UM1bh'ed4,�oundation 8 9 10 11 12 13 14
��:•°� „air• •T,aken to Natural Grade.
ted: Moisture - % of Dry Weight
a
No
Pr OF
I~, to: ��her@bellsouth.net
S/ON A-
,�rrrrr n e uNeNr
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366