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Sebastian, FL. 32958
Orlando
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Sanford, FL. 32771
Mailing
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Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:216192-1d/JM/jam
NUC #215
Nuc Model:MC-1DR-P
Nuc Serial #:MD80404215
16 Palo Alto Lane
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 N.W.0" - 12"14D 107.0 108.7 98.4%
2 N.E."14D 105.8 "97.3%
3 Center "14D 106.2 "97.7%
4 S.E."13D 105.3 "96.9%
5 S.W."14D 106.8 "98.3%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
8/23/2021
Email to: dotty@wynnebc.com
PE # 68366
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Soil Description:
JOB LOCATION:
PERMIT #:
CONTRACTOR:Wynne Development
21060711
Julie E. Keller, P.E. President
Respectfully Submitted:
ITEM TESTED:
108.7
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.
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
August 20, 2021DATE TESTED:
11.3%
12.0%
Brown Sand
Certified Women Owned Business - WBE
Minimum Requirement
for Staked Foundation
In Place Moisture:
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
103.0
104.0
105.0
106.0
107.0
108.0
109.0
110.0
7 8 9 10 11 12 13 14 15
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P
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F
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D
R
Y
Moisture -% of Dry Weight