HomeMy WebLinkAboutKSM REPORT - NUCLEAR DENSITY TEST RESULTS 11-29-18Tl OIL t
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, 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
November 29, 2018
South Florida Land Clearing, Inc.
15701 Orange Avenue
Fort Pierce, Florida 34945
Re: Southwind Trail
Across From 5305 Southwind Trail
Ft. Pierce, Florida
Permit #: 16 6q-- d ib55
KSM Project #: 183922-2d
(Dear Sir:
f, ^RECEIVED
J A N 0 7 �ui9
ST. Lucie County, Permitting
OCANNED
By
OR Lucie Courlty
Enclosed, please find the nuclear density test results performed on the final lift for the
,pad at the above referenced project.
S�s»RPY619lgye any questions, please feel free to contact us.
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Email to: sflcgw@gmail.com
Mail 3 Copies
,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.: 5,693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: November 28'h, 2018 KSM JOB #: 183922-2d/MH/ct
PERMIT #:
CONTRACTOR:
South Florida Land Clearing, Inc.
JOB LOCATION:
Southwind Trail
Across from 5305 Southwind Trail
Ft. Pierce, Florida
MATERIAL:
Brown Clayed Sand with Shell
ITEM TESTED:
Final Lift for the Pad
---TEST LOC-A-T-ON -----ETH-
---MOTS-- PEN -----D--
----MAX.
--RY---------------
PERCENT
OF SAMPLE
TURE READ
DENSITY
PROCTOR
COMPACTION
---------=-----------------------------------------------------------
VALUE
1. N. E.
24" — 36" 7.2 54
114.5
116.9
97.9
2. S. E.
55
115.3
98.6
3. Center .
" 56
116.7
it99.8
4. N.W.
it it53
113.9
1997.4
5. S.W.
54
114.1
97.6
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 PO, 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) 845-8976' , 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: November 28th, 2018 KSM JOB #: 183922-2p
PERMIT*
,CONTRACTOR: South Florida Land Clearing, Inc.
.JOB LOCATION: Southwind Trail
Across from 5305 Southwind Trail
Ft. Pierce, Florida
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Soil Description:
Max. Dry Density:
Optimum Moisture:
Julie E. Keller, P.E.
President
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7 8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Brown Clayed Sand with Shell
116.9 P.C.F.
10.6 Percent
Ronald G. Keller, P.E.: 37293 / SI Lic: No.: 860 / Julie E. Keller, P.E.: 68366