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KSMengineering.net
DATE TESTED:KSM JOB #:210573-1d/SS/ct
PERMIT #:NUC #215
CONTRACTOR:Adams Homes Nuc Model:MC-1DR-P
JOB LOCATION:5345 San Benedetto Place Nuc Serial #:MD80404215
Lot 12, Block 5, Waterstone
Fort Pierce, Florida
ITEM TESTED:Compacted Foundation Fill
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. S.W.0" - 12"50+112.8 113.7 99.2%
2. N.W.""111.2 "97.8%
3. Center ""110.4 "97.1%
4. N.E.""110.7 "97.4%
5. S.E.""111.6 "98.2%
0.0
Soil Description:
Brown & Tan Sand
with Clay
In Place Moisture:
8.8%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
113.7
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 1/22/2021
Email to: rickjohnson@adamshomes.com; St. Lucie County Building Department
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
January 21, 2021
2011-0382
110.0
111.0
112.0
113.0
114.0
115.0
9 10 11 12 13 14 15
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight