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Sebastian, FL. 32958
Orlando
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Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:217272-1d/MM/jam
NUC #4590
Nuc Model:Troxler 4590
Nuc Serial #:79187
Moisture Probe Model #:6760
8336 Amalfi Circle Moisture Probe Serial #:079097
Lot 16, Waterstone
Fort Pierce, Florida
Compacted Foundation Fill
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.W.0" - 12"15D 113.7 114.0 99.7%
2 N.W.""112.3 "98.5%
3 Center ""111.2 "97.5%
4 N.E.""110.9 "97.3%
5 S.E.""112.9 "99.0%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
9/13/2021
Email to: rick.johnson@adamshomes.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:Adams Homes
2106-0822
Julie E. Keller, P.E. President
Respectfully Submitted:
ITEM TESTED:
114.0
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
September 10, 2021DATE TESTED:
7.6%
12.0%
Brown Sand with Traces of Clay
Certified Women Owned Business - WBE
Minimum Requirement
for Staked Foundation
In Place Moisture:
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
109.0
110.0
111.0
112.0
113.0
114.0
115.0
7 8 9 10 11 12 13 14 15
W
E
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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