HomeMy WebLinkAboutSOIL COMPACT TEST) r 904---OT5
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PC. 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.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
July 5, 2019
SCANNED
St. Lucie County
TNT Builders of Florida
981 S.W. Biltmore Street
Port St. Lucie, FL 34983
Re: Sedona
Edwards Road & 25th Street
Fort Pierce, Florida
Permit #: 1qoC(- d�
KSM Project M 190689-15d
Dear Sir:
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Enclosed, please find the nuclear density test results performed on the dumpster pad
#2 and sidewalk around dumpster pad #2 at the above referenced project.
any questions, please feel free to contact the office.
6-
E-mail to: tnt_builders@comcast.net
Fax and Mail to: St. Lucie County Building Department
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
REcevED
SOIL COMPACTION REPORT iry 1019
ASTM D 1557 and ASTM D 2922 1U�
DATE TESTED: July 3'd, 2019
PERMIT#: Sle-/9011-05'a5
CONTRACTOR:
JOB LOCATION:
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TNT Builders of Florida
Sedona
Edwards Road & 25th Street
Fort Pierce, Florida
Permlttin9 0e ounty M
KSM JOB #: 1906891-��`�/XH/ct
SCANNED
St. Lucecounty
Brown Sand with Trace of Rock, Trace of Shell, & Clay
ITEM TESTED: Dumpster Pad #2 & Sidewalk Around Dumpster Pad #2
------------------E--ff - --- - ---- --- ----- -- ----- -----------
----------
TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT
OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION
VALUE
Dumpster Pad #2 — See Attached Location Plan
1.
West
0" —12"
10.8
50+
119.2
119.7
99.6
2.
East
"
"
119.5
"
99.8
Sidewalk Around Dumpster Pad #2 — See Attached Location Plan 98.4
3. S.W. 0" — 12" 10.5 50+ 117.8 119.7 98.4
4.
North
119.0
99.4
5.
S.E.
118.3
98.8
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
*l C 19
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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
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED:
July 3'd, 2019 KSM JOB #: 190689-15d
PERMIT #:
SC
CONTRACTOR:
TNT Builders of Florida S'1.' �
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JOB LOCATION:
Sedona ry 1019
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Edwards Road & 25th Street ent
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`e Fort Pierce, Florida
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6 7 8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description:
Brown Sand with Traces of Rock, Traces of Shell, & Clay
Max. Dry Density:
119.7 P.C.F.
Optimum Moisture:
11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366