HomeMy WebLinkAboutCompaction testHeadquarters 1 V NGINEERING Mailing
11345 U.S. Highway : • , � � PO Box 78-1377
Sebastian, FL. 32958 A AV AND TESTING Sebastian, 58 32978
-0712
Orlando 0 •Phone: 772-589-0712
723 Progress Way 46ROMPACTION REPOR� M • C.A.# 5693
Sanford, F1032771 AS� 15�7 D8 •KSMengineering.net
DATE TESTED: Au ust 21 2020 VPFRR"M1T#f:
1pd/DJ/joe
CONTRACTOR: JM Custom Pool
1912-0533
JOB LOCATION: 123 Q FreBeriPa Co�to NUC P 528 •
utc n r Island, orida IS odel: MC -ID •
P.O. : uc #rial OMD049528�
•i � :i
ITEM TESTED Pool Backfill Compaction
TEST LOCATIOW • PEN 0DRY18 MAX. DRY* a • *PERCENT* •
OF SAMPLE D •READ DENSITY PROCTOR VALUE• 0 *COMPACTION
1 South* 0'-1�40+_ 106.6 - 0110.1 96.8% -
2 V-240 40+ - 95.0% +
3 2'-3' 40+ - 95.0% +
4 • • 3'-4' 40+ •-• 95.0%+
5 East
0'-1'
6
1'-2'
7
2'-3'
8
3'-4'
9 or i
0'-1'
10
1'-2'
11
2'-3'
12
3'-4'
Soil Description:
Grayish Sand with traces
of Clay and Shell Fragments
In Place Moisture: •
10.8%
Proctor ptrmum ors ure:
12.0�
Proct3r j. Jr1Djg#jW.F.
110.1
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets* �
Miniq�N"'ecdlr�`i4iej)t •
`sec E
ju
,� � •••,•'� `moo
�lrr.rr r110
4110.1
40+ 107.3
97.5%
040+
• "
95.0%+
040+
It95.0%+
040ib -
it
95.0%+
•40� 105.7
6110.1
96.0%
• 40 -
"
95.0% +0
40f
it95.0%
+
40+ -
95.0% +
W012.0
E I� I 'I I ,I I•
I
G0111.0_.J_.._.I._.._I._.._I.._..�.._.._
H �• • I •I• I • •I • I•
T D . �• I •I• •I I•
P Y• •.._..I_.._.i _ i.•.._i.._.. �.._.._
F4P8.0!••i••_►•_•i • AD
I I I, I •I I�
0107.0 ..�_..,.;._.._j._.._j.._..-4.._..n
90
0100 11 0121030 14 0150
Moisture - % of Dry Wei ht
Disclaimer: Contractor is responsible to maintain
the pool backfill i� h ondition that KSM
completed the indicaf�d p sssed compaction test.
KSM is not responsible if the poolbackfill has biwk
f Engineering altered
PE # 81439 1/2
UAD
Email to: St Lucie Bui ing Department; j ustompoo sinc@gmail.com
rudly Serving Florida since 1
a
from the approved inspected condition.
990