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Phone: 772-589-0712
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KSMengineering.net
KSM JOB #:2200768-1d/BS/ct
NUC #456
Nuc Model:MC-1 Elite
Nuc Serial #:31456
5327 Vespera Street
Lot 176-3, Waterstone
Fort Pierce, Florida
Compacted Foundation Fill
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.E.0" - 12"45 D 108.8 110.7 98.3%
2 S.W."45 D 107.0 "96.7%
3 Center "45 D 108.1 "97.7%
4 N.W."45 D 107.9 "97.5%
5 N.E."45 D 108.4 "97.9%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
1/24/2022
ITEM TESTED:
JOB LOCATION:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:January 24, 2022
PERMIT #:2108-0587
CONTRACTOR:Adams Homes
TEST LOCATION
OF SAMPLE
Soil Description:
Respectfully Submitted:
In Place Moisture:
8.6 %
10 %
110.7
Minimum Requirement
For a Staked Foundation
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.
Julie E. Keller, P.E. President
PE # 68366
Email to: brian.majewski@adamshomes.com
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
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Brown Sand with Traces of Shell
105.0
106.0
107.0
108.0
109.0
110.0
111.0
112.0
5 6 7 8 9 10 11 12 13
W
E
I
G
H
T
P
C
F
D
R
Y
Moisture -% of Dry Weight