HomeMy WebLinkAboutInspection Docs Headquarters 17 0 Ik ! ENGINEERGS PQ Box-781'377:
1:1345.U.S. Highway 1 C
Orando.n, FL.,32958 nj
�AVIL AND TESTING Phone: 772 589 0712
723 Progress Way SOIL COMPACTION REPORT" C;A.#-5693
Sanford, FL. 32711 KSMengineering.net
ASTM D 15S7 and ASTM D 693$
DATE TESTED:- March:12,:2020 KSM-JOB#: 18405.1-1pdJMH/jo
CONTRACTOR:-' All America Pools' "PERMIT#:-2062-0566
JOB_ LOCATION: 7875 Saddlebrook Drive NUC# 63O
Port'St Luciejlorida "Nuc. Model: MC-10R=P
'N*.Serlal#: 30630.
"ITEM TESTED Pool"Backfill Compaction
TEST LOCATION bEPTFI PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1=Southeast 0'-1' S0 1103 112.8 97.89,16
'2 V 2' 50 1195,.0%-+
3 2'-3' so, - 95.0%+
4 3'-4' S0 - " 95.0%+
5 Southwest &-v 50 109:6 112.8 97.'*
6' 1'-2' .50 95.01%+
7 2'-3' S0 - 95.0%+
8, 3'-4' 50 - -95.0%+
9 North End 0'-1' 50 110.1 1:12.8 97.6%
10 1'-2' S0 " 95.0°l0 t
11 -2'-3' S0 - 95.0%+
12 3'-4' S0 1195.0%+
,Soil Description:
Brown Sand with traces. yv 114.0 I
of.Clay and Shell'Fragments E I I I I I
In'PlaceMoisture: G 113.0
-5.6% H I I.
T I
Proctor Optimum Moisture: I I I I I
11.0%
P i12.o
Proctor Max.Mry Density:P.C.F. I I I I I
112.8
@ Test Locations the Density& F I 1 I I
Penetrometer reading indicate the
D 110.0 -I—
Degree of'Compaction Meets .R I I I I I
Minimum Required Y I I I I 1
for Unplumbed Backfill 109.0 •- — ;— —•r—• — — —
Re II Suj7 rt 8 9 10 11 12 13 14
��.`� �y :..';�•( '�,�� Moisture-%of Dry W,eiglit
.•�;1GEMS •.
10
No. 6836.6 t = Disclaimer: Contractor is responsible to maintain
•' the pool backfill. in the condition that KSM
completed the indicated passed compaction test.
k el e , RE. .• ,.' KSM is not responsible if the poolbackfill has been
' r a ,•,.'�,. ��1`��•� alteired from the approved inspected condition.
�,0 .3/13/2020
,Email ty.-St.lu>:-auildirig Department; ;podlsatoz@aol.com
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