HomeMy WebLinkAboutCompaction Test Headquarters Sk AN ENGINEERING PO Box 7Mailing
11345 U:S. Highwayghway 1 C8-1377
Sebastian, FL. 32958 IN% AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 KSMengineering.net
October 29,2021 KSM JOB# : 215259-5d/BS/jam
CONTRACTOR: GC Coastal Homes LLC
David Gumpper
7655 Pelican Pointe Drive
Jensen Beach, FL 34957
JOB LOCATION: 7679 Pelican Point Drive
Jensen Beach, Florida
RECEIVED
PERMIT#: - — 2012-0407 DEC 1 ® 2021 l� -- oLio
St.Lucie County
To Whom it may concern, Permitting
Enclosed, please find the nuclear density test results performed on the 2nd Lift of the Stemwall at the above
referenced project.
Should you have any questions',-please feel free to contact our office.
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Respect\t\�Iiyl; KE r till,.
\\. J�.• DENS ,,Q i
No. 68366
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J k . Kel ..r, b�esident
8366 10/29/21
Email: gumpperl@gmail.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 UP CM.- Sk t ENGINEERING PO Box 78-11377
lin
11345 U:S Highway 1
Sebastian, FL. 32958 1 %% AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: October 27, 2021 KSM JOB#: 215259-5d/BS/jam
PERMIT#: 2012-0407 NUC# 528
Nuc Model: MC-IDR-P
CONTRACTOR: GC Coastal Homes LLC Nuc Serial#: MD049528
JOB LOCATION: 7679 Pelican Point Drive
Jensen Beach, Florida
ITEM TESTED: 2nd Lift of the Stemwall
TEST LOCATION PEN-- -- DRY -MAX. DRY - - -PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1 S.E. 0"-12" 40 110.5 113.3 97.5%
2 S.W. 11 11111.0 98.0%
3 Center 111.2 98.1%
4 N.W. 110.8 97.8%
5 N.E. 111.5 98.4%
Soil Description:
Brown Sand with Traces of Shell
In Place Moisture:
10.3%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
113.3
Disclaimer: Contractor is responsible to maintain the tested
@ Test Locations the Density& area in the condition that KSM completed the indicated
Penetrometer readings indicate the passed compaction test. KSM is not responsible if the tested
Degree of Compaction Meets area has been altered from the approved inspected condition.
Minimum Requirement
for Staked Foundation
Julie E. Keller, P.E. President
PE#68366 10/29/2021
Email: gumpperl@gmail.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 IV C , AN ENGINEERING PO Box 78-11377
- ling
11345'U:S: Highway 1
Sebastian, FL. 32958 X%SJ JVL AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 KSMengineering.net
DATE TESTED: October 27, 2021 KSM JOB#: 215259-5d/BS/jam
PERMIT#: 2012-0407
CONTRACTOR: GC Coastal Homes LLC
JOB LOCATION: 7679 Pelican Point Drive
Jensen Beach, Florida
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7 8 9 10 11 12 13 14 15
Moisture-%of Dry Weight
Soil Description:
Brown Sand with Traces of Shell
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
113.3
Julie E. Keller, P.E. President
PE#68366 10/29/2021
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
11345 1 Headquarters R IV C IL t ENGINEERING Mailing
1134� lS"S. F`iighway 1PO Box 78-1377
Orlando Sebastian, FL. 329584%lZoP I %% AND TESTING Sebastian, FL. 32978
Phone: 772 589-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 KSMengineering.net
October 29,2021 KSM JOB#: 215259-4d/MH/jam
CONTRACTOR: GC Coastal Homes, LLC RECEIVED
7655 Pelican Pointe Drive
Jensen Beach, Florida DEC 10 2021
St.Lucie County
Permitting
JOB LOCATION: 7679 Pelican Pointe Drive
Jensen Beach, Florida
PERMIT#: 2012-0407
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the 1st Lift of the Stemwall Backfill at the
above referenced project.
Should you have any questions, please feel free to contact our office.
C2,
Respectfully,
• \CEN
No. 68366
E OF
,lulie-ET IC0II� � �nt —
PE#6$3616 10/29/21
Email: gumpperl@gmaii.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 IV C IL t ENGINEERING PO Box 78-11377
ling
11345 U:S.�iighway 1
Orlando Sebastian, FL. 32958 i� 1 %% AND TESTING Sebastian, FL. 32978
Phone: 772 589 0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: October 26, 2021 KSM JOB#: 215259-4d/MH/jam
NUC# 630
PERMIT#: 2012-0407
Nuc Model: MC-IDR-P
CONTRACTOR: GC Coastal Homes, LLC Nuc Serial#: 30630
JOB LOCATION: 7679 Pelican Pointe Drive
Jensen Beach, Florida
ITEM TESTED: 1st Lift of the Stemwall Backfill
TEST LOCATION - PEN- -"'DRY MAX.DRY - PERCENT-
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1 S.W. 0"-12" 50 112.8 113.3 99.6%
2 N.W. " 50 112.9 99.6%
3 Center 50 113.0 99.7%
4 S.E. 50 113.3 100.0%
5 N.E. 50 113.0 99.7%
Soil Description:
Brown Sand with Traces of Shell
In Place Moisture:
9.5%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
113.3
Disclaimer: Contractor is responsible to maintain the tested
@ Test Locations the Density& area in the condition that, KSM completed the indicated
Penetrometer readings indicate the passed compaction test. KSM is not responsible if the tested
Degree of Compaction Meets area has been altered from the approved inspected condition.
Minimum Requirement
for Unstaked Foundation
Julie E. Keller, P.E. President
PE#68366 10/29/2021
Email: gumpperl@gmail.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 IV CP IL t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Orlando Sebastian, FL. 32958 ��� AND TESTING Phonetlan 772 589 0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 KSMengineering.net
DATE TESTED: October 26, 2021 KSM JOB#: 215259-4d/MH/jam
PERMIT M 2012-0407
CONTRACTOR: GC Coastal Homes, LLC
JOB LOCATION: 7679 Pelican Pointe Drive
Jensen Beach, Florida
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108.0 �—••_. I ._.._ _.._. I _. I ._.._ I _.
7 8 9 10 11 12 13 14 15
Moisture-%of Dry Weight
Soil Description:
Brown Sand with Traces of Shell
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
113.3
Julie E. Keller, P.E. President
PE#68366 10/29/2021
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 2990
Certified Women Owned Business-WBE