S.R. 0462, Section 052

Cost: $6.38 million
Client: PennDOT District 8-0
Contact: Benjamin Singer, P.E. (besinger@pa.gov)
Project Letting: April 22, 2021

S.R. 0462, Section 052 (ECMS #111664) - York County - This project was the replacement of an existing two span non-composite prestressed concrete adjacent box beam bridge with a single span bridge consisting of modular steel girder/precast concrete deck/precast abutments, wingwalls, and approach slabs. Due to the type and condition of the existing bridge, and the critical nature of the roadway to the community, the project was advanced utilizing Accelerated Bridge Construction (ABC) methods. The new bridge, which includes deep pile foundations, was constructed within a 35 day road closure and detour.  This method of construction minimized impacts to the traveling public and the community of York.

S.R. 0997 Section 026

After

Before

Project Cost: $1.8 million
Client: PennDOT District 8-0
Contact: Benjamin Singer, P.E. (717-787-6690)
Project Letting - May 2017
Construction completed October 2018

The project consisted of replacing the existing two-span Concrete T-Beam Bridge that carries S.R. 0997 over Conodoguinet Creek with a new single span Composite Steel Plate Girder Bridge on integral abutments.  Roadway approach work was included for approximately 300 feet on the southern approach and 500 feet on the northern approach.  The design maintained existing horizontal alignment, while the vertical alignment was slightly adjusted to allow for adequate clearance over Conodoguinet Creek. Traffic control consisted of phased construction, two-way traffic maintained by a single lane using temporary traffic signals.

Back

S.R. 0997, Section 027

During

Cost: $1.22 Million
Client: PennDOT District 8-0
Contact: Mr. Benjamin Singer, P.E. (717-787-6690)
Project Letting - April 2016

Franklin County - This project consisted of the replacement of the existing single span Steel I-Beam Bridge that carries S.R. 0997 over Muddy Run with a new single span Prestressed Spread Box Beam Bridge on integral abutments.  Minimal roadway approach work was included for approximately 250 feet on the southern approach and 100 feet on the northern approach.  The design maintained existing horizontal alignment, while the vertical alignment was slightly adjusted to allow for adequate clearance over Muddy Run.  Traffic control consisted of a detour.