HomeMy WebLinkAboutKSM PAPPERSA% G111,AV&
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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
March 10, 2016
TNT Builders of Florida
981 S.W. Biltmore Street
Port St. Lucie, FL 34983
Re: 5616 Travelers Way
FoGt P' -ida
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S roject #: 160589-1 d
Dear Sir:
SCANNED
BY
St. Luce Couny
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill for the metal building slab at the above referenced project.
any questions, please feel free to call.
°ny0N°+builders@comcast.net
Fax and Mail to: St Lucie County Building Department
JEK:ct
RECEIVED MAR 17 2016
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
N Mir VILB N
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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
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
MATERIAL:
ITEM TESTED:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
March 9`", 2016
Will 1_ :,
TNT Builders of Florida
5616 Travelers Way
Fort Pierce, Florida
Gray Sand with Shell Fragments
KSM JOB #: 160589-1 d/M H/ct
Compacted Foundation Fill for the Metal Building Slab
-
-----------------------------------------------------
---------------
TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT
OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION
------------------------------------------------ VALUE ---
1. North 12" — 24" 9.8 55 108.7 110.9 98.0
2. S.W. 11 1155 109.3 1198.6
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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
DATE TESTED
PERMIT #:
CONTRACTOR:
JOB LOCATION:
Soil Description:
Max. Dry Density:
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
March 9th, 2016
1602-0228
TNT Builders of Florida
5616 Travelers Way
Fort Pierce, Florida
KSM JOB #: 160589-1p
112 T---T----1----I----r---T---
I I I I I I I
I I I I I I I
I I I I I 1 I
111 4----+--- a ------------+----I
I I I I I I
I I I I I I I
I I I I I I I
110 --- — —— I---- ----1 --- — — —
I I I I I I I
I I I I I I I
I I I I I I I
109 T--- r--,————
I
----T -- r---,
I I I I I
I I I I I I
I I I I I I I
108 4----+----I----I----I-----+----�
I I I I I I I
I I I I I I I
I I I I I I I
107----------1-------4----4
10 11 12 13 14 15
Moisture - Percent of Dry Weight
Gray Sand with Shell Fragments
110.9 P.C.F.
Optimum Moisture: 12.0 Percent
Julie E. Keller, P.E.
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366