Specifications include, but are not limited to: The Contractor shall furnish and deliver one (1) four sided box culvert. The culvert shall be 8' span x 12’ height, one (1) line at 30’-0” as shown in Attachments A. Standard sections shall be five feet (5’-0’) long, each section with male and female ends and no skew. Rubber or plastic plugs shall be included to close lifting holes in top slab after erection of box culvert. No other configuration or extra charges will be allowed. Precast box culvert sections shall be waterproofed with epoxy-resin compound and aggregate in accordance with Section 416 of the 2020 VDOT Road and Bridge Specifications. Surface preparation prior to application of the epoxyresin compound shall include sandblasting or grinding, followed by cleaning in accordance with Section 416.03 of the Specifications. Contractor shall waterproof entire top surface of each box culvert section and a portion of both side walls extending down a distance of 12" from the top corners of the section. Waterproofing shall terminate 6” from bell and spigot end to allow for installation of exterior joint wrap. The bell and spigot shall not be waterproofed.