S.R. 0080 Section B09

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Project Cost: $43.0 million
Project Length: 7.22 Miles WB 7.29 Miles EB
Client: PennDOT Engineering District 2-0
Contact: Mr. Mark Kucherer, P.E. (814-765-0440)

Interstate Roadway and Bridge Reconstruction - This project includes a Dual Five-Span (Overall span length - 439.5 feet WB/458.0 feet EB) carrying S.R. 0080 WB and EB over S.R. 0220 (Milesburg Interchange); a Dual Three-Span (Overall span length - 274.0 feet WB and EB) carrying S.R. 0080 WB and EB over Bald Eagle Creek; and a Dual Single-Span (Overall span length - 65.2 feet WB/73.0 feet EB) carrying S.R. 0080 WB and EB over S.R. 1006. The project also includes the reconstruction of the Milesburg Interchange (S.R. 0080/S.R. 0220).  

S.R. 3012 Section B10

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Cost: $1.94 Mil.
Client: Engineering District 12-0
Contact: Troy Pritts, P.E.(724-415-2401)
Project Letting - July 6, 2006

This project included the development of the Design-Build Contract for the removal and reconstruction of the original bridge carrying S.R. 3012 (County Road) over Sewickley Creek in Sewickley and South Huntingdon Townships. The original bridge was a two (2) span reinforced concrete through-girder bridge (117’ overall span). The structure concept presented in the Design-Build contract was a two (2) span prestressed concrete spread box beam bridge. SPK developed the preliminary design concepts that included an access road and causeway for removal and reconstruction of the center pier. The Department successfully obtained the required Authorization-to-Enter, Non-Waiver of Claim for the impacted properties to permit the construction activities to advance as the Right-of-Way acquisition activities advanced.

 

S.R. 0322 Section C01

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Cost: 18 Million
Project Length: 12-Miles
Client: PennDOT Engineering District 2-0
Contact: Mr. Erik Brown, P.E. (814-768-0722)

(Roadway and Bridge Reconstruction) - This project included a Five Span (Overall span length – 344’-4”) Continuous Composite Prestressed Concrete Bridge carrying S.R. 0153 over S.R. 0080 (I-80); a single (49’-8 1/2”) Span Composite Prestressed Concrete Bridge carrying S.R. 0322 over Moose Creek; and a single (50’-7 5/8”) Span Composite Prestressed Concrete Bridge carrying S.R. 0322 over Moose Creek. It also included the reconstruction of a major Interchange between S.R. 0080 (I-80) with S.R. 0153.