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Orlando
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Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:214904-1d/JM/ah
NUC #215
Nuc Model:MC-1DR-P
Nuc Serial #:MD80404215
17 Ecuador Way
Spanish Lakes Country Club
Fort Pierce, Florida
Compacted Foundation Fill
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 N.W.0" - 12"14D 103.8 107.6 96.5%
2 N.E."14D 103.3 "96.0%
3 Center "15D 104.1 "96.7%
4 S.E."15D 104.4 "97.0%
5 S.W."15D 104.0 "96.7%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
7/1/2021
Email to: St. Lucie County Building Department; dotty@wynnebc.com
PE # 81439
11.9%
12.0%
Respectfully Submitted:
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.
Proudly Serving Florida since 1990
Soil Description:
ITEM TESTED:
107.6
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
June 30, 2021DATE TESTED:
PERMIT #:
CONTRACTOR:Wynne Development
2104-0781
Bryan E. Dahlke, P.E. V.P. of Engineering
Certified Women Owned Business - WBE
Minimum Requirement
Traces of Shell Fragments
for Staked Foundation
JOB LOCATION:
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
Dark Brown Sand with
In Place Moisture:
102.0
103.0
104.0
105.0
106.0
107.0
108.0
109.0
7 8 9 10 11 12 13 14 15
W
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G
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P
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Moisture -% of Dry Weight