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Sebastian, FL. 32978
Phone: 772-589-0712
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KSMengineering.net
KSM JOB #:213188-1d/JM/ah
NUC #215
Nuc Model:MC-1DR-P
Nuc Serial #:MD80404215
5376 Lugo Street
Ft. Pierce, Florida
Compacted Foundation Fill
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.E.0" - 12"13D 108.1 112.2 96.3%
2 S.W."14D 109.3 "97.4%
3 Center "14D 110.1 "98.1%
4 N.W."14D 110.1 "98.1%
5 N.E."13D 107.2 "95.5%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
4/29/2021
Email to: St. Lucie County Building Department; gene.torrance@adamshomes.com
PE # 81439
8.8%
11.0%
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:
112.2
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
April 28, 2021DATE TESTED:
PERMIT #:
CONTRACTOR:Adams Homes
2102-0328
Bryan E. Dahlke, P.E. V.P. of Engineering
Certified Women Owned Business - WBE
Minimum Requirement
Clay and 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
Brown Sand with Traces of
In Place Moisture:
107.0
108.0
109.0
110.0
111.0
112.0
113.0
114.0
6 7 8 9 10 11 12 13 14
W
E
I
G
H
T
P
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C
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F
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D
R
Y
Moisture -% of Dry Weight