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Sebastian, FL. 32958
Orlando
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Mailing
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Sebastian, FL. 32978
Phone: 772-589-0712
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KSMengineering.net
KSM JOB #:212904-1d/CF/bm
NUC #234
Wynne Development Corporation Nuc Model:MC-DR
21 Grande Vista Way Nuc Serial #:MD60308234
Spanish Lakes 1
Port St Lucie, Florida
Compacted Foundation Fill
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 East 0" - 12"50+107.0 108.7 98.4%
2 South ""108.5 "99.8%
3 Center ""107.4 "98.8%
4 West ""108.0 "99.4%
5 North ""106.9 "98.3%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
4/19/2021
Certified Women Owned Business - WBE
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Brown Sand
Email to: dotty@wynnebc.com
PE # 81439
7.3%
12.0%
Respectfully Submitted:
In Place Moisture:
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.
Soil Description:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
April 16, 2021
2012-0677
DATE TESTED:
PERMIT #:
Bryan E. Dahlke, P.E. V.P. of Engineering
Minimum Requirement
for Staked Foundation
CONTRACTOR:
JOB LOCATION:
ITEM TESTED:
108.7
TEST LOCATION
OF SAMPLE
105.0
106.0
107.0
108.0
109.0
110.0
9 10 11 12 13 14 15
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Moisture -% of Dry Weight