S.R. 2005 Section UNK

Project Cost: $1.3 Million
Client: Cumberland Coal Resources, LP
in cooperation with PennDOT Engineering District 12-0
Contact: Mr. Patrick Richter (724-430-4499)
Project Letting - 2011

Greene County - This project was the replacement of an existing arch structure carrying S.R. 2005 (Polecat Hollow Road) over a railroad spur for Cumberland Coal Resources, LP (CCR) which was damaged due to mine subsidence. SPK was retained by CCR to perform the replacement studies and final construction plans. The design was coordinated with PennDOT District 12-0 since it is a state-owned facility. The replacement structure was a precast concrete arch structure (28’ clear span) with precast wingwalls and spandrel walls (ConSpan product). The design and fabrication was coordinated with ConTech Solutions, for an efficient construction process. The project also included 440 LF of roadway reconstruction.

S.R. 2004, Section 04B

Final

Project Cost: $1.63 million
Client: PennDOT Engineering District 9-0
Contact: Ms. Kristen Swan (814-696-6840)
Project Letting - September 2014

Somerset County - Fairgrounds Bridge Replacement - This project included the phased replacement of a very deteriorated two-span concrete T-beam bridge carrying S.R. 2004 over Elk Lick Creek in Summit Township, Somerset County. The replacement structure is a single span (102.75’) prestressed concrete bulb tee bridge, detailed to include a minor flare in the deck to accommodate the entrance to the Somerset County Fairgrounds. The project also included 725’ of minor roadway realignment and reconstruction. The construction phasing and associated CPM was developed to ensure the bridge was opened to two lanes of traffic for the annual fair which is scheduled for the second week of August.

S.R. 0006 Section 621

Cost: - $1.8 million
Client: PennDOT, District 2-0
Contact: Mr. Heath Brendlinger, P.E

Potter County - This project consisted of preliminary design for approximately 9,000’ of pavement restoration, drainage and guide rail upgrades. The project consisted of a mill and overlay with reconstructed shoulders and full depth pavement replacement in isolated base failure areas and pipe crossings. The project also included bridge preservation details to perform maintenance on existing structures within the project limits. Pavement cross slopes for travel lanes were evaluated within horizontal curves and corrected to meet 3R design criteria.  Final Design, Construction Plan and Bid Package was completed by District 2-0.