HomeMy WebLinkAboutCompaction Test . Headquarters A Mailing
11345 U.S. Highway 1 C , 9 E N G I N E Eq'. , PO Box 78-1377
Sebastian, FL. 32958 ,�,� �fir,` AND TESTI Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 STM-D-1557-and-ASTM-D-6938 KSMengineering.net
DATE TESTED: March 12, 2020 KSM JOB#: 184051-1pd/MH/jo
CONTRACTOR: All America Pools PERMIT M 2002-0566
JOB LOCATION: 7875 Saddlebro k Drive MAR 1 8 2020 NUC# 630
Port St Lucie, Florida Nuc Model: MC-10R-P
I''Cl-ml'CLIng L;e pia rt:i-flint
uc Serial#: 30630
St. Lucie County, FL
ITEM TESTED Pool Backfill Compaction
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1 Southeast 0'-1' 50 110.3 112.8 97.8%
2 1'-2' 50 - " 95.0%+
-3 - 2'_3' - -50- - _ — - - 95.0%+
4 3'-4' 50 - 95.0%+
5 Southwest 0'-1' 50 109.6 112.8 97.2%
6 1'-2' 50 it95.0%+
7 2'-3' 50 - 95.0%+
8 3'-4' 50 - 95.0%+
9 North End 0'-1' 50 110.1 112.8 97.6%
10 1'-2' 50 - 1195.0%+
11 2'-3' 50 1195.0%+
12 3'-4' 50 - " 95.0%+
Soil Description:
0 -
Brown Sand with traces w 114. I I I I I I
of Clay and Shell Fragments E I I I I I
In Place Moisture: G 113.0 a— —•I•—••—I•—••-1••—••-4••—••-
5.6% T I I
Proctor Optimum Moisture:
11.0% &
P 112.0
Proctor Max. Dry Density: P.C.F. C
-112.8 111.0
@ Test Locations the Density
Penetrometer reading indicate the
---..--
—. •/,!. --1IIIi•.--..—III••
D 110.0
Degree of Compaction Meets
..—.._
—••-
R
Minimum Required Y I I I I I
for Unplumbed Backfill 109.0 —
�'� 8 9 10 11 12 13 14
Res
.pM I f.S uiftqd:
,.� ��• .•••ICE••`•.•�� % Moisture-% of Dry Weight
' NS•.
�..
- -
;�- �h10. 6836s • Disclaimer: Contractor is responsible to maintain
the pool backfill in the condition that KSM
q�S7rT completed the indicated passed compaction test.
EeKeller �F.!'
,_) KSM is not responsible if the poolbackfill has been
Ne
0oaaltered from the approved inspected condition.
P[ f5AL�� �•,v° 3/13/2020
Email Building Department; poolsatoz@aol.com
IProudly Serving Florida since 1990