HomeMy WebLinkAboutCompaction Test Headquarters1345 U.S. Highway 1 CA 1k ` ENGINEERI Mailing
g y �' PO Box 78-1377
Sebastian, FL. 32958 -JAVA AND TESTI Sebastian, FL. 32978
Orlando 14 1 Phone: 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#: 202064-1pd/CH/ct
CONTRACTOR: A&G Concrete Pools PERMIT M 1910-0040
JOB LOCATION: 6780 Dickinson Terrace NUC# 417
Port St Lucie, Florida Nuc Model: 3500
P.0# 1909207-Santangelo Nuc Serial#: 3417
ITEM TESTED Pool Backfill Compaction
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1 N.E. 0'-1' 43 107.0 110.0 97.3%
2 1'-2' 43 - 1195.0%+
3 2'-3' S0 1195.0%+
4 3'-4' 50 - " 95.0%+
5 N.W. 0'-1' 40 106.6 110.0 96.9%
6 1'-2' 45 95.0%+.
7 2'-3' 45 - 95.0%+
8 3'-4' 50 - 95.0%+
9 S.E. 0'-1' 45 107.5 110.0 97.7%
10 1'-2' 45 - 95.0%+
11 2'-3' S0 - It
95.0%+
12 3'-4' S0 - 1195.0%+
Soil Description:
Brown Sand with W 111.0
Some Clay E I I I I I I
In Place Moisture: I I I I I I I
G 110.0 4--
Proctor Optimum Moisture: T D I I I I I I
12.0% R I I I 1
Proctor Max. Dry Density: P.C.F. P Y 109.0 -
110.0 C I I I
@ Test Locations the Density& I I
Penetrometer reading indicate the F 108.0
Degree of Compaction Meets I I I I I I
Minimum Requirement I I I I I I
for Up&jrjl eg44ackfill
.tip a► 107.0
Rqs13eURjc 5Rliis 9 10 11 12 13 14 15
��.•'' G EN�- •o��p J - Moisture-%of Dry Weight
y=' fNo. 68366 Disclaimer: Contractor is responsible to maintain
the pool backfill in the condition that KSM .
Fr?ATE 6F 4 completed the indicated passed compaction test.
y=:. ...
�• e ler, ®� KSM is not responsible if the poolbackfill has been
...... altered altered from the approved inspected condition.
�-A)-� ,,••° 5/5/2020
Email to�'St`L'ocie County Building Department; abirmingham@angpools.com
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