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ENGINEERING
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 % TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1SS7,and ASTM D 6938 KSMengineering.net
DATE TESTED: May 6, 2020 KSM JOB#: 201970-2d/CH/ct
PERMIT#: 2003-0389 NUC# 417
CONTRACTOR: D& M Concrete Nuc Model: 3500
JOB LOCATION: 10799 Orange Avenue Nuc Serial#: 3417
Ft. Pierce, Florida
ITEM TESTED: Shed-Retest
TEST LOCATION PEN DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. N.E. 0"- 12" 40 108.9 110.4 98.6%
2. Center 49 109.7 99.4%
3. S.W. 45 109.3 99.0%
Soil Description: W 111.0
I I I I I I
Brown Sand with E I I
Shell &Clay I I I I I
In Place Moisture: G
110.0 t— _.1_.._.I. _l._ J.._..1.._...
10.6% H I
T I
Proctor Optimum Moisture: I I I I
12.0% P I I I I I
109.0 J—.._.�_. '._..—� — .�.. �..._...
Proctor Max. Dry Density:P.C.F. C I
110.4 I I
F I I I I
@ Test Locations the Density&
Penetrometer readings indicate the 108.0 1—
Degree of Compaction Meets D
Minimum Requirement R I I I I I I
Y I I I I I
for Staked Foundation 107.0 — ;— — —� — —; — -;• — ,
Respectfully Submitted: 9 10 11 12 13 14 15
Moisture-%of Dry Weight
Disclaimer: Contractor is responsible to maintain
��.�����, ;• C��C''•, the tested area in the condition that KSM
�•� �::'�,10ENS�.o�,� completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
h1o. 68366 altered from the approved inspected condition.
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P � • JAI_ 5/7/2020
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