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OrlandoPhone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: May 4,2020 KSM JOB#: 202060-1pd/DJ/ct
CONTRACTOR: Crystal Pools PERMIT,#: 2003-0002
JOB LOCATION: 3932 Shoreside Drive NUC# 404
Ft.Pierce, Florida Nuc'Model: MC-1 Elite
PO M Gibbons/Timm Nuc Serial M 31404
ITEM TESTED Pool Backfill Compaction
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 North 0'-1' . 40+ 108.1 110.2 98.1%
2 1'-2' 40+ - 1195.0%+
3 2'-3' 40+ 1195.0%+
4 3'-4' 40+ - 11, 95.0%+
5 West 0'-1' 40+ '106.2 110.2 96.4%
6 1'-2' 40+ - -95.0%+.
7 2'-3' 40+ - 95.0%+
8 3'-4' 40+ 95.0%+
9 South 0'-1' 40+ 108.5 110.2 98.5% -.
10 1'-2' 40+ - 95.0%+
11 2'-3' 40+ - 95.0%+
12 . 3'-4' 40+ - 95.0%+
Soil Description:
Tan Sand with W 111.0 ,
Traces of Clay E I I I I I I
In Place Moisture: I I I I I I
G 110.0
Proctor Optimum Moisture: T D I I I I
12.0% R I I I I I
Proctor Max. Dry Density:P.C.F. P Y109.0 -1-- "-t"—"-
110.2 C I I I I I I
@ Test Locations the Density& I I I I I
Penetrometer reading indicate the F 108.0
Degree of Compaction Meets I I I I I I
Minimum Requirement j
for Plurgpp &j:p fill I I I I I
R � �Y$41iit�►eJj: 9 10 11 12 13 14 15
J . .
•�,�GEM�F.•• ,�:• Moisture-%of Dry Weight
/ = No. 68366 Disclaimer: Contractor is responsible to maintain
the pool backfill in the condition that KSM
-0 �- "q � completed the indicated passed compaction test.
eller pp o. �wo p KSM is not responsible if the poolbackfill has been
(J R(D
•'Q,, .� �••••••'° �y� �o`a altered from the approved inspected condition.
PE'dl , 1. ', 5/5/2020
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