HomeMy WebLinkAboutKSM NUCLEAR DENSITY TEST RESULTHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
June 2, 2021
CONTRACTOR:
JOB LOCATION:
PERMIT #:
To Whom it may concern,
Ve C41 t ENGINEERING
i117AYL AND TESTING
Regal Plumbing
681 SW McCollough Ave
Port St Lucie, FL 34953
1071 South Header Canal Road
Fort Pierce, Florida
2103-0980
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 214082-1d/MH/bm
Enclosed, please find the nuclear density test results performed on the compacted foundation fill at the above
referenced project.
Should you have any questions, please feel free to contact our office.
Respectfully,
This item has been electronically signed and
sealed by Julie Keller, P.E. R. Lic. I'll, on
the date stated directly to the right using a
digital signature.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
Digitally
signed by Julie
Keller
Date:
2021.06.02
10:42:11
Julie E. Keller, P.Q.4;QQ ent
PE# 68366 06/02/21
Email: office@myregalplumbing.com
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
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
Headquarters
1W C IL t ENGINEERING
Mailing
11345 U.S. Highway 1
L--,V L AND TESTING
PO Box 78-1377
Sebastian, FL. 32958
IIIL1 IL
Sebastian, FL. 32978
Orlando
Phone: 772-589-0712
723 Progress Way
C.A.# 5693
Sanford, FL. 32771
KSMengineering.net
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:
June 1, 2021
KSM JOB #: 214082-1d/MH/bm
NUC # 630
PERMIT #:
2103-0980
Nuc Model: MC-IDR-P
Nuc Serial #: 30630
CONTRACTOR:
Regal Plumbing
JOB LOCATION:
1071 South Header Canal Road
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 S.W.
0" - 12" 50 110.1
112.1 98.2%
2 N.W.
50 108.0
96.3%
3 Center
50 109.3
97.5%
4 S.E.
50 108.7
97.0%
5 N.E.
50 109.0
97.2%
Soil Description:
Brown Sand with Shell Fragments
In Place Moisture:
6.9
Proctor Optimum Moisture:
11.0
Proctor Max. Dry Density: P.C.F.
112.1
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets Disclaimer: Contractor is responsible to maintain
Minimum Requirement the tested area in the condition that KSM
for Unstaked Foundation completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
Julie E. Keller, P.E. President altered from the approved inspected condition.
PE# 68366 6/2/2021
Email: office@myregalplumbing.com
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
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
Headquarters 1W C IL t ENGINEERING
Sebastian, FLIg329 81 i11-J LVL AND TESTING
Orlando
723 Progress Way
Sanford, FL. 32771
SOIL COMPACTION REPORT
ASTM D 1557
DATE TESTED: June 1, 2021
PERMIT #: 2103-0980
CONTRACTOR: Regal Plumbing
JOB LOCATION: 1071 South Header Canal Road
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 214082-1d/MH/bm
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6 7 8 9 10 11 12 13 14
Moisture - % of Dry Weight
Soil Description:
Brown Sand with Shell Fragments
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
112.1
Julie E. Keller, P.E. President
PE # 68366 6/2/2021
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
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE