HomeMy WebLinkAboutCompaction Test AMIw_1AVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
Revised: July 25, 2017
July 6, 2017
Pro-Tech Professional Services, Inc.
John Notoris
2000 Coconut Road
Boca Raton, FL 33432
Re: Cespedes Residence
Ginn Ranch
16675 C24 Canal Road
Port St Lucie, Florida
Permit#: 17040509
17040601 RE
170.40603 �.
17040604 JUL 2 8 2017
17040605
KSM Project#: 170806-1Oda
Dear Mr. Notoris:
Enclosed, please find the nuclear density test results performed on the gym pad at the
above referenced project.
Shouldly�qui haw,q any questions, please feel free to contact the office.
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E-mail to: kimnotoris@gmail.com
Fax and Mail to St. Lucie County Building Department
h� Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: July 19", 2017 KSM JOB#: 170806-10da/MH/cc
PERMIT#: 17040509
17040601
17040603
17040604
17040605
CONTRACTOR: Pro-Tech Professional Services, Inc.
JOB LOCATION: Cespedes Residence
Ginn Ranch
16675 C24 Canal Road
Port St Lucie, Florida
MATERIAL: Brown Sand with Shell Fragments
ITEM TESTED: Gym Pad
- - - - - - - - - - ------ - --- - - - - - - - -- --- - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - --- -
TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT
OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION
- - -- - - - - --- - - - - - - ---- - -- - - ----- - - - - - --- - ----- -- - VALUE - - - ------- - --- -
Gym Pad
1. N.E. 0" — 12" 9.9 50 107.6 109.3 98.4
2. S.E. It50 108.4 9199.2
3. Center It
50 106.3 It97.3
4. N.W. 50 109.3 100.0
5. S.W. 50 106.8 97.7
Ronald G. Keller, P.E.: 37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
MI!7AV&
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
MOISTURE-DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: July 19", 2017 KSM JOB #: 170806-10pa
PERMIT#: 17040509
17040601
17040603
17040604
17040605
CONTRACTOR: Pro-Tech Professional Services, Inc.
JOB LOCATION: 16675 C24 Canal Road
Port St Lucie, Florida
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6 7 8 9 10 11 12 13 14 15
Moisture-Percent of Dry Weight
Soil Description: Brown Sand with Shell Fragments
Max. Dry Density: 109.3 P.C.F.
Optimum Moisture: 11.4 Percent
Julie E. Keller, P.E.
Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366