HomeMy WebLinkAboutcompaction testHeadquarters
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 # :213857-1pd/JM/bm
PERMIT #:2012-0156
CONTRACTOR:A & G Pools NUC #215
Nuc Model:MC-1DR-P
8532 Cobblestone Drive Nuc Serial #:MD80404215
Fort Pierce, Florida
Pool Backfill Compaction
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1 S.W.0'-1'12D 107.3 110.0 97.5%
2 1'-2'14D -"95.0% +
3 2'-3'14D -"95.0% +
4 3'-4'14D -"95.0% +
5 North 0'-1'13D 108.7 110.0 98.8%
6 1'-2'14D -"95.0% +
7 2'-3'15D -"95.0% +
8 3'-4'16D -"95.0% +
9 S.E.0'-1'12D 106.2 110.0 96.5%
10 1'-2'13D -"95.0% +
11 2'-3'13D -"95.0% +
12 3'-4'15D -"95.0% +
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
5/25/2021
JOB LOCATION:
DATE TESTED:
In Place Moisture:
Respectfully Submitted:
PO:
Bryan E. Dahlke, P.E. V.P. of Engineering
8.1%
May 24, 2021
Degree of Compaction Meets
ITEM TESTED :
Soil Description:
for Plumbed Backfill
TEST LOCATION
OF SAMPLE
2010291/Mohammed
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
Email to: Abirmingham@AnGPools.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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.
110.0
Penetrometer reading indicate the
Fine Brown Sand with Some Clay
Minimum Requirement
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
10.0%
PE # 81439
105.0
106.0
107.0
108.0
109.0
110.0
111.0
5 6 7 8 9 10 11 12 13
W
E
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G
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T
P
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C
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F
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D
R
Y
Moisture -% of Dry Weight