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11345 U.S. Highway 1 Tr C 1 t ENGINEERING PO Box 78-1'3777
Sebastian, FL. 32958 i1 -JA AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way C.A.# 5693
Sanford, FL. 32771 KSMengineering.net
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED: November 2, 2020 KSM JOB #: 205487-id/CH/cv
PERMIT#: 2009-0416 NUC# 417
CONTRACTOR: Wynne Development Corp. Nuc Model: 3500
JOB LOCATION: 11 Verde Vista Nuc Serial #: 3417
Spanish Lakes Country Club Village
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. S.W. 0" - 12" 50+ 111.6 113.7 98.2%
2. Center 110.8 97.4%
3. N.E. 111.2 97.8%
Soil Description: 115.0
Brown Sand with Some Rock W I I I I I I
E I I I I I I I I
In Place Moisture: G
114.0 1- .. -1 1. - .. F-- -i - + - .. 1-- --1
12.4% H I I I I I I I
Proctor Optimum Moisture:
T 113.0 L.. -J ._.L-. J..
I 1 I I I I
11.0% P
Proctor Max. Dry Density: P.C.F. C 112.0
I I I I I I I I
113.7 I I I I I I I
@ Test Locations the Density & F 111.0-�--�--1" ..,--f 1--.�..
Penetrometer readings indicate the I I I I 1 I I
Degree of Compaction Meets D 110.0+--•-f- 1.---I----i-•—F- I- --�-- --
Minimum Requirement R I I I I I I I
for Unstaked Foundation Y
Ren u� y1111�� 109.0 �-..-4 -1-..�..�..-
`� N G A �d'
6 7 8 9 10 11 12 13 14
.ICE -X
"'-.+
Digitally signed Moisture - % of Dry Weight
_: { No. 81439 = by Bryan E
Dahlke
�`_�d; -e Disclaimer: Contractor is responsible to maintain
'7 ADate:
i O STATE OF A — ..�..'v�. the tested area in the condition that KSM
�'� '•.�[oRto?. ' ?�� 2020.11.03
12:44:05 -05'00' completed the indicated passed compaction test.
SpNA� E?s� KSM is not responsible if the tested area has been
Bryan altered from the approved inspected condition.
V.P. of Engineering
PE # 81439 11/3/2020
Email to: dotty@wynnebc.com; St. Lucie County Building Department
Proudly Serving Florida since 1990