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Robert J Wegener, 612815 Barreville Rd, Mchenry, IL 60050

Known as:
Robert J Wagener
Related to:
Warren G Wegener Clara E Wegener

Robert Wegener Phones & Addresses

2815 Barreville Rd, McHenry, IL 60050    815-3072280   

3503 Larkin Ln, McHenry, IL 60050    815-3448382   

Yorkville, IL   

Crystal Lake, IL   

Palatine, IL   

Cincinnati, OH   

Lake Zurich, IL   

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Career records & work history

Lawyers & Attorneys

Robert Wegener Photo 1

Robert Wegener - Lawyer

Specialties:
Civil Litigation, Education Law, Commercial Law
ISLN:
917548961
Admitted:
2003
University:
Texas A & M University, B.B.A., 1998
Law School:
University of Oklahoma, J.D., 2003

License Records

Robert Joseph Wegener

Address:
2815 Barreville Rd, McHenry, IL 60050
Licenses:
License #: 76805 - Expired
Category: Engineers
Issued Date: Dec 17, 2013
Effective Date: Mar 14, 2017
Expiration Date: Feb 28, 2017
Type: Professional Engineer

Robert Wegener resumes & CV records

Resumes

Robert Wegener Photo 38

Senior Manager

Location:
5398 Driftwood Ct, Lisle, IL 60532
Industry:
Information Technology And Services
Work:
Capgemini
Senior Manager Project Leadership Associates Oct 1, 2006 - Sep 1, 2008
Pm Software Development Rcg Global Services 2001 - 2006
National Director - Solutions Ifulfillment/Innotrac 2000 - 2001
Director Application Development Arthur Andersen (Official) Jan 1997 - Dec 1999
Senior Manager Application Development
Education:
North Central College 1987 - 1996
Master of Business Administration, Masters, Business Administration, Management, Leadership
Skills:
Management Consulting, Solution Architecture, Vendor Management, It Strategy, Leadership, Agile Methodologies, Business Development, Management, Business Intelligence, Sdlc, Project Management, Professional Services, Business Analysis, Soa, Recruiting, Software Development Life Cycle, Software Development, Agile Application Development, Service Oriented Architecture
Certifications:
License 31402943814917
License 000200657
License 218938
International Scrum Institute, License 31402943814917
Scrum Alliance, License 000200657
Microsoft, License 218938
Scrum Master
Mcp and Mcsd
Safe® 4 Certified Agilist
Safe Spc
Robert Wegener Photo 39

President

Location:
Mchenry, IL
Industry:
Construction
Work:
Terra Technologies
President
Skills:
Civil Engineering, Project Management, Erosion Control, Contract Negotiation, Construction Management, Stormwater Management, Construction, Road, Drainage, Project Estimation, Highways, Autocad, Contractors, Project Planning
Robert Wegener Photo 40

Robert Wegener

Robert Wegener Photo 41

Robert Wegener

Robert Wegener Photo 42

Robert Wegener

Robert Wegener Photo 43

President

Position:
President at Compass Management Corp., CFO at Vertical Athletics
Location:
Newport, Rhode Island
Industry:
Real Estate
Work:
Compass Management Corp. - Newport, RI since 2009
President Vertical Athletics - Carson City, Nevada since Jan 2009
CFO Advanced Building Concepts Oct 2007 - Mar 2010
Project Manager Turner Construction Jan 2005 - Dec 2006
Senior Project Manager All State Construction Jan 1998 - Oct 2004
Project Manager
Education:
Roger Williams University 1992 - 1996
BS Construction Management, DBL Mjr. Economics
Skills:
Construction Management, Commercial Real Estate, Property Management, Proformas, Problem Solving, Investment Properties, Landlord-Tenant, Sailor, Navigation, Motorcycling, Skydiving
Robert Wegener Photo 44

Robert Wegener

Location:
United States

Publications & IP owners

Us Patents

Methods For The Subterranean Support Of Underground Conduits

US Patent:
7771140, Aug 10, 2010
Filed:
Jun 19, 2009
Appl. No.:
12/488045
Inventors:
John W. Jinnings - Leo IN, US
Robert J. Wegener - McHenry IL, US
Assignee:
Terra Shield, LLC - Fort Wayne IN
International Classification:
F16L 57/00
E02D 5/02
US Classification:
4051844, 405157, 405274, 405276
Abstract:
In one exemplary embodiment, curved sheet pile is driven underneath an existing conduit using a pile driver guided hydraulically by an excavator or other heavy machinery. By vibrating the curved sheet piles, the soil is placed in suspension, which allows the piles to be directed through the soil along an arcuate path that has a curvature that substantially matches the radius of curvature of the piles. Once the pile is positioned as desired, each individual pile sheet can be welded to one another to form a unitary structure. In one exemplary embodiment, the curved sheet pile is inserted beneath a conduit using a vibratory pile driver that rotates about a fixed pivot element on an excavator or other heavy machine for positioning the pile driver to advance the curved sheet pile along a fixed arc.

Sheet Pile For The Subterranean Support Of Underground Conduits

US Patent:
8016518, Sep 13, 2011
Filed:
Jun 19, 2009
Appl. No.:
12/488046
Inventors:
John W. Jinnings - Leo IN, US
Robert J. Wegener - McHenry IL, US
Assignee:
Terra Technologies, LLC - McHenry IL
International Classification:
F16L 3/00
US Classification:
4051844, 405276, 405279
Abstract:
In one exemplary embodiment, the present invention includes a plurality of individual curved sheet piles that are positioned beneath an underground conduit, such as a raceway, to support the conduit during excavation. In one exemplary embodiment, the individual sections of curved sheet pile are interfit and/or interconnected. This allows the individual sections to work in combination with one another to support the conduit. Specifically, opposing ends of a length of interfit and/or interconnected curved sheet piles extend into unexcavated soil on both sides of an excavated hole to form a bridge across the hole that supports the conduit and any soil or other subterranean material positioned above the curved sheet pile.

Method And Installation For The Subterranean Support Of Underground Conduits

US Patent:
8061934, Nov 22, 2011
Filed:
Aug 5, 2010
Appl. No.:
12/851081
Inventors:
John W. Jinnings - Leo IN, US
Robert J. Wegener - McHenry IL, US
Assignee:
Terra Technologies, LLC - McHenry IL
International Classification:
F16L 3/00
US Classification:
4051844, 405157
Abstract:
In one exemplary embodiment, curved sheet pile is driven underneath an existing conduit using a pile driver guided hydraulically by an excavator or other heavy machinery. By vibrating the curved sheet piles, the soil is placed in suspension, which allows the piles to be directed through the soil along an arcuate path that has a curvature that substantially matches the radius of curvature of the piles. Once the pile is positioned as desired, each individual pile sheet can be welded to one another to form a unitary structure. In one exemplary embodiment, the curved sheet pile is inserted beneath a conduit using a vibratory pile driver that rotates about a fixed pivot element on an excavator or other heavy machine for positioning the pile driver to advance the curved sheet pile along a fixed arc.

Systems For The Subterranean Support Of Underground Conduits

US Patent:
8303217, Nov 6, 2012
Filed:
Jun 19, 2009
Appl. No.:
12/488049
Inventors:
John W. Jinnings - Leo IN, US
Robert J. Wegener - McHenry IL, US
Assignee:
Terra Technologies, LLC - Mettenry IL
International Classification:
F16L 3/00
US Classification:
4051844, 405157
Abstract:
The present invention relates to a support system for supporting a conduit. In one exemplary embodiment, the system includes support beams extending across an excavated opening. For example, a pair of beams may be positioned to span the excavated opening with the opposing ends of the beams supported on the ground above the excavated opening. Support rods may be positioned to extend through and/or from the beams and into the excavated opening. In one exemplary embodiment, the support rods include a J-hook configured for receipt within an opening in sections of curved sheet pile positioned beneath a conduit. By using a plurality of rods, the individual sections of curved sheet pile may be connected to the beams to provide a support structure for the curved sheet pile and, correspondingly, the conduit extending above the curved sheet pile and below the beam.

Apparatus, Systems And Methods For The Relocation Of Subsurface Conduit

US Patent:
8622656, Jan 7, 2014
Filed:
Feb 25, 2011
Appl. No.:
13/035892
Inventors:
Robert W. Wegener - McHenry IL, US
John W. Jinnings - Leo IN, US
Mark Tingley - Rockford IL, US
David Zarembski - Rockford IL, US
Assignee:
Terra Technologies, LLC - McHenry IL
International Classification:
F16L 1/028
US Classification:
4051844
Abstract:
Apparatuses, systems and methods are utilized to relocate subsurface conduit. Specifically, the movement of underground conduit is accomplished via the apparatuses, systems and methods described herein, including movement thereof in either or both of laterally from a first lateral position to a second lateral position and/or vertically from a first vertical position to a second vertical position.

Systems And Apparatus For Protecting Subsurface Conduit And Methods Of Making And Using The Same

US Patent:
2012002, Jan 26, 2012
Filed:
May 12, 2011
Appl. No.:
13/106386
Inventors:
Robert W. Wegener - McHenry IL, US
International Classification:
F16L 57/00
US Classification:
405157
Abstract:
Systems and apparatuses protect subsurface conduit. Specifically, the systems and apparatuses protect subsurface conduit by disposing one or more rigid caps over a length of the subsurface conduit under a roadway for decreasing and/or eliminating impacts and/or damage to the subsurface conduit caused by automobiles and other vehicles utilizing the roadway. Methods of making and using the same are further provided.

Systems, Methods And Apparatus For The Subterranean Support Of Underground Conduits And/Or Pipes

US Patent:
2012020, Aug 16, 2012
Filed:
Apr 20, 2012
Appl. No.:
13/451633
Inventors:
Robert J. Wegener - McHenry IL, US
International Classification:
F16L 3/00
US Classification:
4051844
Abstract:
A support system supports a pipe or conduit. In one exemplary embodiment, the apparatus, systems and methods include support beams extending across an excavated opening. For example, a pair of beams may be positioned to span the excavated opening with the opposing ends of the beams supported on the ground above the excavated opening. Support rods may be positioned to extend through and/or from the beams and into the excavated opening. In one exemplary embodiment, the support rods include a J-hook configured for receipt within an opening in pipe or conduit support members positioned beneath and supporting the pipe or conduit. In another exemplary embodiment, a pipe contacting support member is positioned beneath and contacting a pipe for supporting the pipe and fully excavating the pipe.

Possible Relatives

David P Wegener  Dale E Wegener  Dana P Wegener  Daniel Wegener  Aaron L Wegener  Dennis B Wegener  Donna L Wegener  Robert P Johnson  Robert Stan  Robert D Stanard 

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