HomeMy WebLinkAbout214335-1pd Pool Backfill REVISED signedHeadquarters
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 # :214335-1pd/SS/bm
PERMIT #:2102-0532
CONTRACTOR:Louden Pools NUC #528
Nuc Model:MC-1DR-P
4701 Myrtle Drive Nuc Serial #:MD049528
Ft Pierce, Florida
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1 South 0'-1'40+108.9 111.1 98.0%
2 1'-2'"-"98.0%+
3 2'-3'"-"98.0%+
4 3'-4'"-"98.0%+
5 West 0'-1'40+110.4 111.1 99.4%
6 1'-2'"-"98.0%+
7 2'-3'"-"98.0%+
8 3'-4'"-"98.0%+
9 North 0'-1'40+109.3 111.1 98.4%
10 1'-2'"-"98.0%+
11 2'-3'"-"98.0%+
12 3'-4'"-"98.0%+
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
10/20/2021
Pool Backfill Compaction
for Unplumbed 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
REVISED:October 20, 2021
8.9%
June 9, 2021
ITEM TESTED :
Soil Description:
111.1
Penetrometer reading indicate the
TEST LOCATION
OF SAMPLE
Schelin/Browning # 9754
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
12.0%
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 Clay
Minimum Requirement
Email to: Loudenmary@aol.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
106.0
107.0
108.0
109.0
110.0
111.0
112.0
113.0
7 8 9 10 11 12 13 14 15
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