HomeMy WebLinkAbout200959-2d 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
July 21, 2021 KSM JOB # :200959-2d/MR/jam
CONTRACTOR:John Sweeney
14488 Dalia Ave
Fort Pierce, FL 34952
JOB LOCATION:5281 Tree Top Trail
Fort Pierce, Florida
PERMIT #:SLC 2103-0171
Respectfully,
PE # 81439 07/21/21
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the Compacted Foundation Fill for the
Carport at the above referenced project.
Should you have any questions, please feel free to contact our office.
Bryan E. Dahlke, P.E. V.P. of Engineering
Proudly Serving Florida since 1990
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Email: sweens1958@gmail.com
Certified Women Owned Business - WBE
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
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 #:200959-2d/MR/jam
NUC #276
Nuc Model:MC-DR
Nuc Serial #:MD40107276
5281 Tree Top Trail
Fort Pierce, Florida
Compacted Foundation Fill for the Carport
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.W.0" - 12"50 109.0 110.4 98.7%
2 Center "49 108.4 "98.2%
3 N.E."48 107.6 "97.5%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
7/21/2021
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
ITEM TESTED:
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 Description:
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
9.7%
PE # 81439
for Staked Foundation
110.4
TEST LOCATION
OF SAMPLE
JOB LOCATION:
Brown Sand
CONTRACTOR:John Sweeney
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:July 20, 2021
In Place Moisture:
PERMIT #:SLC 2103-0171
Email: sweens1958@gmail.com
12.0%
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:July 20, 2021 KSM JOB # :200959-2d/MR/jam
PERMIT #:SLC 2103-0171
CONTRACTOR:John Sweeney
JOB LOCATION:5281 Tree Top Trail
Fort 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 7/21/2021
SOIL COMPACTION REPORT
ASTM D 1557
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Certified Women Owned Business - WBE
Proudly Serving Florida since 1990
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
105.0
106.0
107.0
108.0
109.0
110.0
111.0
112.0
7 8 9 10 11 12 13 14 15
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Moisture -% of Dry Weight