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Sebastian, FL. 32978
Phone: 772-589-0712
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KSMengineering.net
DATE TESTED:KSM JOB # :203347-1pd/MH/ct
CONTRACTOR:Louden Bonded Pools PERMIT #:2004-0495
JOB LOCATION:450 Campbell Road NUC #630
Ft. Pierce, Florida Nuc Model:MC-1DR-P
P.O. # : Corbin-9646 Nuc Serial #:30630
ITEM TESTED :Pool Backfill Compaction
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1 N. End 0'-1'50 108.1 110.4 97.9%
2 1'-2'50 -"95.0% +
3 2'-3'50 -"95.0% +
4 3'-4'50 -"95.0% +
5 W. Side 0'-1'50 106.9 110.4 96.8%
6 1'-2'50 ."95.0% +
7 2'-3'50 -"95.0% +
8 3'-4'50 -"95.0% +
9 S. End 0'-1'50 107.4 110.4 97.3%
10 1'-2'50 -"95.0% +
11 2'-3'50 -"95.0% +
12 3'-4'50 -"95.0% +
Soil Description:
Brown Sand
In Place Moisture:
7.3%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.4
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
for Plumbed Backfill
Respectfully Submitted:
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 7/22/2020
Email to: St. Lucie County Building Department; Fax to: 465-1063
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
July 21, 2020
Disclaimer:Contractor is responsible to maintain
the pool backfill in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the poolbackfill has been
altered from the approved inspected condition.
Proudly Serving Florida since 1990
107.0
108.0
109.0
110.0
111.0
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Moisture -% of Dry Weight