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Orlando
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Sebastian, FL. 32978
Phone: 772-589-0712
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KSMengineering.net
DATE TESTED:KSM JOB # :204138-1pd/CH/ct
CONTRACTOR:Louden Bonded Pools PERMIT #:2006-0946
JOB LOCATION:2982 Bent Pine Drive NUC #417
Ft. Pierce, Florida Nuc Model:3500
P.O. # : Boyer-9658 Nuc Serial #:3417
ITEM TESTED :Pool Backfill Compaction
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1 N.W.0'-1'45 110.2 113.0 97.5%
2 1'-2'45 -"95.0% +
3 2'-3'45 -"95.0% +
4 3'-4'45 -"95.0% +
5 N.E.0'-1'40 109.9 113.0 97.3%
6 1'-2'45 ."95.0% +
7 2'-3'45 -"95.0% +
8 3'-4'45 -"95.0% +
9 S.W.0'-1'43 110.1 113.0 97.4%
10 1'-2'45 -"95.0% +
11 2'-3'45 -"95.0% +
12 3'-4'45 -"95.0% +
Soil Description:
Brown Sand with
Some Shell
In Place Moisture:
13.2%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
113.0
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
for Unplumbed Backfill
Respectfully Submitted:
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 8/28/2020
Fax to: 465-1063
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
August 27, 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
110.0
111.0
112.0
113.0
114.0
9 10 11 12 13 14 15
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D
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Moisture -% of Dry Weight