The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
Jul. 04, 2017

Filed:

Dec. 10, 2013
Applicant:

Contech Engineered Solutions Llc, West Chester, OH (US);

Inventors:

Scott D. Aston, Liberty Township, OH (US);

Michael G. Carfagno, Dayton, OH (US);

Philip A. Creamer, Springboro, OH (US);

Assignee:

CONTECH ENGINEERED SOLUTIONS LLC, West Chester, OH (US);

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
E01D 19/04 (2006.01); E04B 5/26 (2006.01); E02D 29/045 (2006.01); E01D 19/00 (2006.01); E01D 21/00 (2006.01); E02D 27/01 (2006.01); E02D 27/08 (2006.01); E02D 27/32 (2006.01); E04G 21/02 (2006.01); E02D 27/20 (2006.01); E01D 101/24 (2006.01);
U.S. Cl.
CPC ...
E01D 19/04 (2013.01); E01D 19/00 (2013.01); E01D 21/00 (2013.01); E02D 27/016 (2013.01); E02D 27/08 (2013.01); E02D 27/20 (2013.01); E02D 27/32 (2013.01); E02D 29/045 (2013.01); E04B 5/261 (2013.01); E04G 21/02 (2013.01); E01D 2101/24 (2013.01);
Abstract

A bridge system is provided that utilizes foundation structures that are formed of the combination of precast and cast-in-place concrete. A method of constructing the combination precast and cast-in-place concrete foundation structures involves receiving at a construction site a precast concrete foundation unit having elongated upright wall members that define a channel therebetween, and multiple upright supports located within the channel; placing the precast concrete foundation unit at a desired use location; delivering concrete into the channel while the precast concrete foundation unit remains at the desired use location; and allowing the concrete to cure-in-place such that the elongated upright wall members are connected to the cured-in-place concrete by reinforcement embedded within both the cured-in-place concrete and the upright wall members. The bridge units may be placed before the pouring step to embed the bottoms of the bridge units in the cast-in-place concrete.


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