Contact Us

Use the form on the right to contact us.

You can edit the text in this area, and change where the contact form on the right submits to, by entering edit mode using the modes on the bottom right. 

         

123 Street Avenue, City Town, 99999

(123) 555-6789

email@address.com

 

You can set your address, phone number, email and site description in the settings tab.
Link to read me page with more information.

Projects

SPK Engineering's past projects

S.R. 4049 Section A11

Michael Kilgore

Ribbon Cutting

Cost: $7.52 Mil.
Client - Engineering District 12-0
Contact: James Sisul - 724-439-7379
Project Letting - March 9, 2006

This project included the development of the Design-Build Best Value Contract for the reconstruction of the original bridge carrying S.R. 4049 (North Main Street) over S.R. 0070 in South Strabane Township. The original bridge was a four (4) span prestressed concrete adjacent box beam bridge (273’ overall span). The structure concept presented in the Design-Build contract was a two (2) span prestressed concrete AASHTO I-Beam bridge. The demolition of the original bridge was included in a separate contract. SPK developed preliminary design concepts that contained all construction within the legal Right-of-Way.
 

S.R. 2004 Section A03

Michael Kilgore

Before

After

Cost: $0.655 million
Project Length: .064 Miles
Client: PennDOT Engineering District 2-0
Contact: Mr. Eric Brown, P.E. (814-768-0722)

Duck Run Bridge Replacement - This project includes a single span (50'-0" c/c brgs.) precast concrete spread box beam bridge over Duck Run. The project also includes 290' of approach roadway reconstruction

S.R. 2045, Section B10

Michael Kilgore

During Construction

During Construction

Project Cost:  $346,000
Client: Donegal Construction (Design-Build Contractor)/Engineering District 12-0 (Owner)
Contact: Ron Holsopple (Contractor - 724-423-7500 x 210)
Bill Oshnack (PennDOT - 724-439-7321)

Structure Replacement over Twomile Run - Westmoreland County - This project included the replacement of a single span steel bridge with a single span prestressed concrete spread box beam integral abutment bridge (44’ c-c brgs.). The project also included 215 LF of approach roadway work.