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11345 U.S. Highway 1 T4 40-mIL N I PO Box 78-1377
Sebastian, FL. 32958 Sebastian, FL. 32978
Orlando Ph
one: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: May 4,2020 KSM JOB#: 202057-1d/DJ/jo
PERMIT#: 2001-0630 NUC# 404
CONTRACTOR: Wynne Development Nuc Model: MC-1 Elite
JOB LOCATION: 13960 Adelfa Avenue Nuc Serial#: 31404
Fairways
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. N.E. 0" -12" 40+ 107.4 110.0 97.6%
2. S.E. 109.1 99.2%
3. Center 107.9 98.1%
4. S.W. ifIt106.6 96.9%
5. N.W. 108.3 98.5%
Soil Description: 111.0
Brown Sand with traces of W
E I I I I I
Clay I I I I I I
In Place Moisture: G _ '
110.0 l_.._.I._ _..J.._..1
10.2% H I I I I I
T I
Proctor Optimum Moisture: I I I I
12.0% P I I I
109.01_ .._.j_. I._.._�._..;. _..T.._...
Proctor Max. Dry Density: P.C.F. C I
110.0 I I I I I
F I I I
@ Test Locations the Density& j_.•_.I._.._I .— .J.
Penetrometer readings indicate the D 108.0 T— — — —
I I I I I
Degree of Compaction Meets R I I I I I
Minimum Requirement 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
�°�`��,��, :. 4�°0'•, the tested area in the condition that KSM
�0 EA �e O
�. � ... completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
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PEe4 69351A ,���' 5/5/2020
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