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Phone: 772-589-0712
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KSM JOB #:2200676-1d/SH/ah
NUC #234
Nuc Model:MC-DR
Nuc Serial #:MD60308234
13988 Amarilis Court
Fort Piere, Florida
Compacted Foundation Fill
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 N.E.0" - 12"40 108.9 110.8 98.3%
2 S.E."39 108.1 "97.6%
3 Center "40 109.1 "98.5%
4 S.W."38 107.7 "97.2%
5 N.W."39 108.3 "97.7%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
1/21/2022
Certified Women Owned Business - WBE
Minimum Requirement
for Unstaked Foundation
In Place Moisture:
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
January 20, 2022DATE TESTED:
8.6%
10.0%
Brown Sand
Respectfully Submitted:
ITEM TESTED:
110.8
TEST LOCATION
OF SAMPLE
Proudly Serving Florida since 1990
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.
PERMIT #:
CONTRACTOR:Wynne Development
2110-0791
Julie E. Keller, P.E. President
Soil Description:
JOB LOCATION:
Email to: dotty@wynnebc.com
PE # 68366
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
105.0
106.0
107.0
108.0
109.0
110.0
111.0
112.0
5 6 7 8 9 10 11 12 13
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Moisture -% of Dry Weight