HomeMy WebLinkAboutCompaction Test 1%17 AVL
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
July 3,-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
67040,601
17040603
17040604
17040606
KSM Project#: 170806-7d
Dear Mr. Notoris:
Enclosed, please find the nuclear density test results performed on the stables at the
abo%Ep1grenced project.
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ECEIVE
E-mail to: kimnotoris@gmail.com JUL 14 2017
Mail 3 Copies
BY:
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 I?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: June 30th, 2017 KSM JOB#: 170806-7d/MH/cc
PERMIT#: 17040509
17040601
17040603
17040604
17040605
CONTRACTOR: Finnvold Architecture, Inc.
JOB LOCATION: Cespedes Residence
Ginn Ranch
16675 C24 Canal Road
Port St Lucie, Florida
MATERIAL: Brown Sand
ITEM TESTED: Stables
--- - - - - - - - - - - - - - - - - - - - - - - - - --- - --- - - - - - - - - - - - - - - - -- - - - -
TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT
OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION
- - - - --- - - - - - - - - - - - - - - ---- - -- -- - VALUE
1. N.E. 0" — 12" 8.7 50 105.8 106.2 99.6
2. S.E. 50 106.1 it99.9
3. Center 50 104.6 It
98.5
4. N.W. 50 104.3 it 98.2
5. S.W. 50 105.0 If
98.9
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
Tie 0 111L f
iM L—J.LVJL
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: June 30th, 2017 KSM JOB #: 170806-7p
PERMIT#: 17040509
17040601
17040603
17040604
17040605
CONTRACTOR: Finnvold Architecture, Inc.
JOB LOCATION: 16675 C24 Canal Road
Port St Lucie, Florida
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108
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107 +————
—---- ---- -----H-----I-----I
8 9 10 11 12 13 14
Moisture-Percent of Dry Weight
Soil Description: Brown Sand
Max. Dry Density: 106:2 P.C.F.
Optimum Moisture: 12.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366