HomeMy WebLinkAbout210741-1pd pool backfill - signedHeadquarters1345
tl C01 t ENGINEERING
U.S. Highway 1
PO Box 78-1i3777
Sebastian, FL.32958
I % 1 J LVL AND TESTING
Sebastian, FL. 3297
Orlando
Phone: 772 589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KS Meng ineering.net
DATE TESTED:
January 27, 2021 KSM JOB #:
210741-1pd/MH/ah
CONTRACTOR:
Alexander Pools PERMIT#:20100096
JOB LOCATION:
103 Eden Creek Lane NUC #
630
Jensen Beach, Florida Nuc Model:
MC-IDR-P
Nuc Serial #:
30630
ITEM TESTED
Pool Backfill Compaction
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE
COMPACTION
1 North End
0'-1' 50 107.6 109.3
98.4%
2
1'-2'
95.0% +
3
2'-3'
95.0% +
4
3'-4'
95.0% +
5 East Side
0'-1' 50 108.0 109.3
98.8%
6
V-2'
95.0% +
7
2'-3'
95.0% +
8
3'4
95.0% +
9 South West
0'-1' 50 107.9 109.3
98.7%
10
V-2'
95.0% +
11
2'-3'
95.0% +
12
3'-4'
95.0% +
Soil Description:
Brown Sand
In Place Moisture:
6.7
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
109.3
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
W 110.0 ,
E I
G 109.0=..—.l_.._.I._.._I.7�0'_I.. --ssz4
I I I I
Minimum Requirement
`\\�1ttltilltir/ixi
E D
qh� �� I I I I
for Plumbed Backfill
��� yPN .•
.•';tGEN3F'•..'�'�i 105.0—.1—..—.L—..—i.—..—L._..-4.._..i
Respectfully Submitted:
Qs; to 8 9 10 11 12 13 14
No.81439
Moisture - % of Dry Weight
"a 4:= Disclaimer: Contractor is responsible to maintain
��Q •. STATE OF {(�� backfill
the pool in the condition that KSM
••.FCORID�!•'• ?�
�tcS, completed the indicated passed compaction test.
'4/&'OJyAU
�?`�� KSM is not responsible if the poolbackfill has been
VrPaofEEngineeringDE
altered from the approved inspected condition.
PE # 81439
1/28/2021 Digitallysigned
Email to: St. Lucie County Building Department ; alexandercustompools@hotmail.com by Bryan EDanike
Proudly Serving Florida since 1990 Date: zozl.ol.zs
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