HomeMy WebLinkAboutSOIL COMPACT TESTcID 7—o�
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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.ksmengineeririg.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
September 19, 2019
Concord Building Corporation
162 N.W. Pleasant Grove Way
Port St. Lucie, Florida 34986
Re: 9801 Ocean Boulevard
Nettles Island
Port St Lucie, Florida
Permit #: SLC1907-0726
KSM Project#: 180041-2d
Dear Sir:
SCANNED
BY
St. Lucie County
Enclosed, please find the nuclear density test results performed on the handicap ramp
in the back by the recreation hall at the above referenced project.
any questions, please feel free to contact the office.
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E-mail to:,,'c6ncordbuildingcorp@hotmaii.com
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SEP 26 2019
Permitting Department
St. Lucie County, FL
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MaCWIL.LIAM 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: September 181, 2019 KSM JOB M 180041-2d/MH/ct
PERMIT#: SLC1907-0726
CONTRACTOR: Concord Building Corporation
JOB LOCATION: 9801 Ocean Boulevard
Nettles Island
Jensen Beach, Florida
MATERIAL: Brown Sand
ITEM TESTED:
Handicap Ramp in Back by the Recreation Hall
-
-----------------
TEST LOCATION
------------------
DEPTH MOIS-
-----
PEN
-------
DRY
---------------------
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
. PROCTOR
COMPACTION
------------------------------------------------
VALUE
1. S. End
0" —12" 9.6
50
110.0
112.2
98.0
2. N.W.
50
108.3
96.5
3. N.E.
U50
108.0
96.3
Ronald G. Keller. P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366
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: September 18th, 2019 KSM JOB #: 180041-2p
PERMIT #: SLC1907-0726
CONTRACTOR: Concord Building Corporation
JOB LOCATION: 9801 Ocean Boulevard
Nettles Island
Jensen Beach, Florida
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6 7 .. 8 Moist& - PercA of DrAeight 12 13 14
Soil Description: Brown Sand
Max. Dry Density: 112.2 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366