HomeMy WebLinkAboutCompaction Test 11345 U.S. H " t ENGINEEIII Mailing
11345 .S. Highway 1 balk PO Box 78-1377
Sebastian, FL. 32958 AVL AND TESTINt Phone:Sebastian
58L. 32978
-0712
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: April 13,2020 KSM JOB#: 201722-1d/DJ/cv
PERMIT#: 2002-0650-Detached Garage NUC# 404
2002-0649-House Addition
CONTRACTOR: Carter's Concrete Construction Nuc Model: MC-1 Elite
JOB LOCATION: 2721 S. 19th Street Nuc Serial M 31404
Fort Pierce,Florida
ITEM TESTED: First Lift
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F.) COMPACTION
House Addition
1. N.E. 0"-12" 35 108.5 111.7 97.1%"
2. S.E. of37 107.2 96.0%
3. Center 37 108.5 97.1%
4. S.W. " 40 108.9 97.5%
5. N.W. 38 107.8 96.5%
Soil Description:
Brown Sand with
Traces of Shell Fragments
In Place Moisture:
7.3%
Proctor Optimum Moisture:
11.4%
Proctor Max.Dry Density:P.C.F.
111.7
@ Test Locations the Density&
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
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
Julie E.Keller,P.E. altered from the approved inspected condition. "
President
PE#68366 5/6/2020
Proudly Serving Florida since 1990
Headquarters NENINFERI Mailing
11345 U.S. Highway 1SCAIL PO Box 78-1377
Sebastian, FL. 32958 X� JVZ AND TESTIGF
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: April 13,2020 KSM JOB#: 201722-1d/DJ/cv
PERMIT#: 2002-0650-Detached Garage NUC# 404
2002-0649-House Addition
CONTRACTOR: Carter's Concrete Construction Nuc Model: MC-1 Elite
JOB LOCATION: 2711 S. 19th Street Nuc Serial M 31404
Fort Pierce, Florida
ITEM TESTED: First Lift
TEST LOCATION PEN DRY MAX.DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F.) COMPACTION
Detached Garage
6. N.E. 0" -12" 37 108.9 111.7 97.5%
7. S.E. 40+ 109.2 97.8%
8. Center 40+ 106.9 95.7%
9. S.W.' 38 107.6 96.3%
10. N.W. 36 109.5 98.0%
Soil Description:
Brown Sand with
Traces of Shell Fragments
In Place Moisture:
11.3%
Proctor Optimum Moisture:
11.4916
Proctor Max.Dry Density:P.C.F.
111.7
@ Test Locations the Density&
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
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
Julie E.Keller, P.E. altered from the approved inspected condition.
President
PE#68366 5/6/2020
Proudly Serving Florida since 1990
Headquarters Sk At ENGINFERIup Mailing
CA
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 AVA ANOTESTIN '
Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1SS7 KSMengineedng.net
DATE TESTED: April 13,2020 KSM JOB#: 201722-1d/DJ/cv
PERMIT M 2002-0650-Detached Garage
2002-0649-House Addition
CONTRACTOR: Carter's Concrete Construction
JOB LOCATION: 2711 S. 19th Street
Fort Pierce, Florida
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Moisture %of Dry Weight
Soil Description:
Brown Sand with
Traces of Shell Fragments
Proctor Optimum Moisture:
11.4%
Proctor Max.Dry Density:P.C.F.
111.7
Julie E. Keller, P.E.
President
PE#68366 5/6/2020
Proudly Serving Florida since 1990
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