HomeMy WebLinkAboutKSM SOIL REPORTHeadquarters
11345 U.S. Highway 1
Sebastian. FL 32958
Orlando
723 Progress Way
Sanford, FL. 32771
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED:
December 26, 2019
PERMIT #:
191t)-037'
CONTRACTOR:
Wynne Development, Corp.
JOB LOCATION:
86 Las Casitas
Spanish Lakes Country Club Village
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589.0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 195198-ld/SH/jo
SCANNED
BY
St. Lucie County
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
DEPTH OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.W.
2. N.W.
3. Center
4. N.E.
5. S.E.
Soil Description:
Brown Sand
In Place Moisture:
9.9%
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
111.7
0" - 12" 38
108.6 111.7
97.2%
" 38
108.9
97.S%
" 39
109.1
97.7%
" 37
107.8
96.5%
" 37
107.6
96.3%
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation
aUuunitrr,..
� e Rlo. 439 —
1 =
-. Bp% FP.E.* =
.G 12/27/2019
Emaif'toi ibt f udts ildIng Department
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
compieted the indicated passed compaction test.
KSN, i, not responsible if the tested area has been
altered from the approved inspected condition.
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