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Sebastian, FL. 32978
Phone: 772-589-0712
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KSMengineering.net
KSM JOB #:214745-1d/BS/ah
NUC #4590
Nuc Model:Troxler 4590
Nuc Serial #:79187
Moisture Probe Model #:6760
5400 Lugo Street Moisture Probe Serial #:079097
Waterstone
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"40 105.0 108.0 97.2%
2 S.W."45 105.5 "97.7%
3 Center "50 106.1 "98.2%
4 N.W."40 104.9 "97.1%
5 N.E."40 105.2 "97.4%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
6/25/2021
Email to: St. Lucie County Building Department; gene.torrance@adamshomes.com
PE # 81439
10.5%
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:
108.0
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
June 24, 2021DATE TESTED:
PERMIT #:
CONTRACTOR:Adams Homes
2102-0327
Bryan E. Dahlke, P.E. V.P. of Engineering
Certified Women Owned Business - WBE
Minimum Requirement
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
In Place Moisture:
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
H
T
P
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C
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F
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D
R
Y
Moisture -% of Dry Weight