HomeMy WebLinkAboutCompaction - 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
October 1, 2020 KSM JOB # :204827-1d/CH/ct
CONTRACTOR:Venice Commercial Services
10074 SW Glenbrook Dr
Port St Lucie, FL 34981
JOB LOCATION:6603 S. Indian River Drive
Ft. Pierce, Florida
PERMIT #:2007-0711
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 10/01/20
Email to: LRemartini92@gmail.com
Enclosed, please find the nuclear density test results performed on the footer for the metal building 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
DATE TESTED:KSM JOB # :204827-1d/CH/ct
PERMIT #:2007-0711 NUC #417
CONTRACTOR:Venice Commercial Services Nuc Model:3500
JOB LOCATION:6603 S. Indian River Drive Nuc Serial #:3417
Ft. Pierce, Florida
ITEM TESTED:Footer for the Metal Building
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F.)
PERCENT
COMPACTION
1. S.W.0" - 12"45+107.0 110.4 96.9%
2. N.W.""106.4 "96.4%
3. S.E.""106.6 "96.6%
4. Center ""107.2 "97.1%
5. N.E.""107.1 "97.0%
Soil Description:
Brown Sand
In Place Moisture:
14.0%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.4
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 10/1/2020
Proudly Serving Florida since 1990
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.
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
October 1, 2020
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 # :204827-1d/CH/ct
PERMIT #:2007-0711
CONTRACTOR:Venice Commercial Services
JOB LOCATION:6603 S. Indian River Drive
Ft. Pierce, Florida
Soil Description:
Brown Sand
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.4
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 10/1/2020
SOIL COMPACTION REPORT
ASTM D 1557
October 1, 2020
Proudly Serving Florida since 1990
105.0
106.0
107.0
108.0
109.0
110.0
111.0
7 8 9 10 11 12 13 14 15
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G
H
T
P
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C
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F
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D
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Moisture -% of Dry Weight