HomeMy WebLinkAbout219786-1pd Compaction signed.pdfHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # :219786-1pd/BS/jam
PERMIT #:2105-0284
CONTRACTOR:A & G Pools NUC #456
Nuc Model:MC-1 Elite
9415 Bunting Lane Nuc Serial #:31456
Fort Pierce, Florida
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1 North 0'-1'45 112.2 113.3 99.0%
2 1'-2'"-"95.0% +
3 2'-3'"-"95.0% +
4 3'-4'"-"95.0% +
5 East 0'-1'45 111.9 113.3 98.8%
6 1'-2'"-"95.0% +
7 2'-3'"-"95.0% +
8 3'-4'"-"95.0% +
9 South 0'-1'40 112.5 113.3 99.3%
10 1'-2'"-"95.0% +
11 2'-3'"-"95.0% +
12 3'-4'"-"95.0% +
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
12/1/2021
Pool Backfill Compaction
for Plumbed Backfill
JOB LOCATION:
Julie E. Keller, P.E. President
Degree of Compaction Meets
DATE TESTED:
In Place Moisture:
Respectfully Submitted:
PO:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
9.6%
November 30, 2021
ITEM TESTED :
Soil Description:
113.3
Penetrometer reading indicate the
TEST LOCATION
OF SAMPLE
2012379/Snowe
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
10.0%
PE # 68366
Disclaimer:Contractor is responsible to maintain the pool
backfill in the condition that KSM completed the indicated
passed compaction test.KSM is not responsible if the
poolbackfill has been altered from the approved inspected
condition.
Brown Sand with Traces of Shell and Rock
Minimum Requirement
Email to: abirmingham@angpools.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
108.0
109.0
110.0
111.0
112.0
113.0
114.0
115.0
5 6 7 8 9 10 11 12 13
W
E
I
G
H
T
P
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C
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F
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D
R
Y
Moisture -% of Dry Weight