HomeMy WebLinkAbout205800-1d Compaction-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
November 17, 2020 KSM JOB # :205800-1d/SH/jo
CONTRACTOR:JTC Concrete Plus, LLC
8280 Germany Canal Road
Port St Lucie, Florida
JOB LOCATION:766 SE River Lane
Port St Lucie, Florida
PERMIT #:2008-0664
To Whom it may concern,
Should you have any question, please feel free to contact our office.
Respectfully,
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 11/17/20
Email to: St Lucie Building Department; jtc.concrete.plus@aol.com
Enclosed, please find the nuclear density test results performed on the pool deck at the above referenced
project.
Proudly Serving Florida since 1990
Headquarters
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 # :205800-1d/SH/jo
2008-0664 NUC #528
JTC Concrete Plus, LLC Nuc Model:MC-1DR-P
766 SE River Lane Nuc Serial #:MD049528
Port St Lucie, Florida
Pool Deck
#TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F.)
PERCENT
COMPACTION
1 N.W.0" - 12"44 111.3 114.1 97.5%
2 N.E."46 112.9 "98.9%
3 South "44 111.8 "98.0%
4 S.W."44 111.3 "97.5%
5 Center "44 111.3 "97.5%
Proctor Optimum Moisture:
@ Test Locations the Density &
11/17/2020
Proudly Serving Florida since 1990
PE # 81439
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
ITEM TESTED:
Degree of Compaction Meets
Minimum Requirement
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
Soil Description:
Brown Sand with Rock
In Place Moisture:
Proctor Max. Dry Density: P.C.F.
13.0%
10.9%
November 16, 2020
Disclaimer:Contractor is responsible to
maintain the tested area in the condition that
KSM completed the indicated passed
compaction test.KSM is not responsible if the
tested area has been altered from the approved
inspected condition.
114.1
Penetrometer reading indicate the
for Staked Foundation
Bryan E. Dahlke, P.E.
V.P. of Engineering
Headquarters
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
DATE TESTED:KSM JOB # :205800-1d/SH/jo
PERMIT #:2008-0664
CONTRACTOR:JTC Concrete Plus, LLC
JOB LOCATION:766 SE River Lane
Port St Lucie, Florida
Soil Description:
Brown Sand with Rock
Proctor Optimum Moisture:
13.0%
Proctor Max. Dry Density: P.C.F.
114.1
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 11/17/2020
SOIL COMPACTION REPORT
ASTM D 1557
Proudly Serving Florida since 1990
November 16, 2020
111.0
112.0
113.0
114.0
115.0
116.0
10 11 12 13 14 15 16
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