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KSMengineering.net
DATE TESTED:KSM JOB # :206117-1pd/CH/jo
CONTRACTOR:JM Custom Pools PERMIT #:2009-0159
JOB LOCATION:7107 S. Indian River Drive NUC #417
Fort Pierce, Florida Nuc Model:3500
Nuc Serial #:3417
P.O. #:
ITEM TESTED :Pool Backfill Compaction
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1 Southeast 0'-1'45 106.7 110.1 96.9%
2 1'-2'45 -"95.0% +
3 2'-3'45 -"95.0% +
4 3'-4'45 -"95.0% +
5 Southwest 0'-1'45 106.6 110.1 96.8%
6 1'-2'45 ."95.0% +
7 2'-3'45 -"95.0% +
8 3'-4'45 -"95.0% +
9 Northeast 0'-1'45 107.1 110.1 97.3%
10 1'-2'45 -"95.0% +
11 2'-3'45 -"95.0% +
12 3'-4'45 -"95.0% +
Soil Description:
Light Brown Sand
In Place Moisture:
11.6%
Proctor Optimum Moisture:
13.0%
Proctor Max. Dry Density: P.C.F.
110.1
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
Respectfully Submitted:
Julie E. Keller, P.E.
President
PE # 68366 12/2/2020
Email to: St Lucie Building Department; jmcustompoolsinc@gmail.com
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
December 1, 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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