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PO Box 7 11345 U.S. Highway 1 8-1377
Sebastian, FL. 32958 &Nn AVL AND TESTIN Sebastian, FL. 32978
Orlando Phone: 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: April 30, 2020 KSM JOB M 202012-1d/CH/jo
PERMIT M 2002-0546 NUC# 417
CONTRACTOR: Wynne Development Nuc Model: 3500
JOB LOCATION: 22 Azul Nuc Serial M 3417
Country Club Village
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY MAX.DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. N.W. 0"-12" 50 108.4 109.7 98.8%
2. N.E. 50 108.8 99.2%
3. Center 45 107.9 98.4%
4. S.W. 45 108.3 . 98.7%
5. S.E. 40 107.5 98.0%
Soil Description: 111.0
Brown Sand with some W
Shell I I I
In Place Moisture: G 110.0 a-- — .....
� — — — — —
13.4% H
T
Proctor Optimum Moisture: 109.0 -
12.0% P
Proctor Max. Dry Density:P.C.F. C I I I I I
109.7 108.0 —..—.I ' — I.—..—�._..�.. �..—...
F
@Test Locations the Density& I I I
Penetrometer readings indicate the 107.0 —•1—"-1'—"—f'—"—t"—"t"—"'
Degree of Compaction Meets D
Minimum Requirement
Y I I I I I
for Staked Foundation 106.0 — +— — --i;•— �- —
Respectfully Submitted: 9 10 11 12 13 . 14 15
Moisture-%of Dry Weight
Disclaimer: Contractor is responsible to maintain
�P GE•��'��°' the tested area in the condition that KSM
�'. •'�" completed the indicated passed compaction test.
_ 143
KSM is not responsible if the tested area has been
®1= altered from the approved inspected condition.
NX
V.P. ofi�rltilh W9
PE#81439 5/1/2020
Email to: St Lucie Building Department
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