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11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:KSM JOB # :204449-1pd/MH/jo
CONTRACTOR:A & G Concrete Pools PERMIT #:2005-0467
JOB LOCATION:13320 NW Baywood Place NUC #630
Port St Lucie, Florida Nuc Model:MC-1DR-P
P.O. # : 2005122/Gates Nuc Serial #:30630
ITEM TESTED :Pool Backfill Compaction
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1 East Side 0'-1'50 108.4 111.6 97.1%
2 1'-2'50 -"95.0% +
3 2'-3'50 -"95.0% +
4 3'-4'50 -"95.0% +
5 Southwest 0'-1'50 107.9 111.6 96.7%
6 1'-2'50 ."95.0% +
7 2'-3'50 -"95.0% +
8 3'-4'50 -"95.0% +
9 Northwest 0'-1'50 107.8 111.6 96.6%
10 1'-2'50 -"95.0% +
11 2'-3'50 -"95.0% +
12 3'-4'50 -"95.0% +
Soil Description:
Gray Brown Sand
In Place Moisture:
7.3%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
111.6
@ 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 9/14/2020
Email to: St Lucie Building Department; abirmingham@angpools.com
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
September 11, 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
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