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KSMengineering.net
DATE TESTED:KSM JOB #:203349-1d/MH/ct
PERMIT #:NUC #630
CONTRACTOR:Adams Homes Nuc Model:MC-1DR-P
JOB LOCATION:8305 Cristelle Court Nuc Serial #:30630
Lot 2, Block 2, Water Stone
Ft. 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.E.0" - 12"50 111.4 114.9 97.0%
2. S.W."50 112.6 "98.0%
3. Center "50 113.4 "98.7%
4. N.E."50 111.9 "97.4%
5. N.W."50 112.2 "97.7%
Soil Description:
Brown Sand with
Shell & Clay Fragments
In Place Moisture:
8.1%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
114.9
@ 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 7/22/2020
Email to: rjohnson@adamshomes.com
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
July 21, 2020
2006-0467
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
111.0
112.0
113.0
114.0
115.0
116.0
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Moisture -% of Dry Weight