Demolition, site work and paving for a bridge / tunnel in Richmond, Virginia. Completed plans call for the demolition of a bridge / tunnel; for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

The project is for the replacement of the superstructure of the existing structurally deficient bridge carrying East Broad Street (US 250) over the CSX Transportation right-of-way (UPC No. 118541). Work includes the removal and replacement of the bridge superstructure, repair or replacement of sidewalks, curbing, pavement markings, signs, maintenance of traffic, erosion and sediment control, and lighting. The project area encompasses existing roadway and bridge infrastructure, located within current right-of-way. All improvements to the bridge will be completed above grade with minimal ground disturbance. The bridge is a simple span concrete-encased rolled steel beam bridge, originally constructed in 1909. The superstructure will be replaced with a 36'3" long precast box girder system, matching current roadway width and sidewalk dimensions. Portions of the existing abutments will be demolished and reconstructed to ensure the final roadway profile matches the current layout. Typical Section: The project typical section includes a 4-lane roadway and sidewalks on each side of the street. The general section includes a 10 '- 11" travel lane in each direction. There will be a 10'-4" sidewalk on each side of the bridge in the final condition. As there is no proposed change to the alignment, slope, or profile of the bridge, no fill or excavation will be required. Bridge: The bridge (Federal Bridge ID: 21575) was constructed in 1909 and is eligible for listing in the National Register of Historic Places as a contributing element to the Shockoe Valley Tobacco Row Historic District (DHR ID 127-0344). The bridge is classified as a simple span concrete-encased rolled steel beam bridge. The bridge roadway width is currently 42 feet curb-to-curb with 10 '-9" sidewalks on each side of the roadway. The substructure consists of reinforced concrete abutments and wingwalls. The bridge superstructure will be replaced with a 36'-3" long precast box girder system. The final roadway width over the bridge will match the existing structure, accommodating a 10-foot and- 11 foot vehicular travel lane in each direction and 10 '-4" sidewalks on each side. Portions of the existing abutments will be demolished and reconstructed such that the final roadway profile will match the existing profile. Question Deadline 07/22/2026 at 5:00 PM ET DPW Drawing No: O-2905 JOB# 39962.079 Completion-545 consecutive calendar days A detailed cost estimate has been developed. Anticipated total project cost is approximately $4.55 million . Project no -UPC 118541