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SbastiaSebastian, FL. 32978
Orlando n, FL. 32958 AND TESTING Phone: 772 589 0712
723 Progress Way C.A.# 5693
Sanford, FL. 32771 SOIL COMPACTION REPORT KSMengineering.net
ASTM D 1557 and ASTM D 2922 j 1 I[ —002Z
DATE TESTED: January 22, 2020 KSM JOB #: 200298-4d/MH/jo
PERMIT #: 1911-0028
CONTRACTOR: Grande Construction SCANNEd
JOB LOCATION: 13d4g00 Palmetto Village St. LLCBY
pUnty
Palm City, Florida
ITEM TESTED: Compacted Foundation_ Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.W.
2. Center
3. N.E.
Soil Description:
Brown Sand with traces
of Rock
In Place Moisture:
7.9%
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
113.9
0" -12" 52 112.2 113.9 98.5%
" 50 11-1.2 97.6%
" 50 110.3 96.8%
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation
115.0
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G114.0..—.I—..—'.—..—�.—..i..—..L..—...
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113.0 j—..—.I—„—
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112:0—..—.I—
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110.0 �..—:;—..—..—..-�.—..�..—..�
..—.-1
8 9
10 11
12 13 14
--Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
Email to: greg@grandefl.com
Proudly Serving Florida since 1990