Specifications include, but are not limited to: 2. The bridge shall be a single span structure 3. Total bridge length (back face abutment-back face abutment), shall be no greater than sixty (60) feet. 4. Total bridge width (out-to-out), shall be as deemed appropriate upon assessment and evaluation by the contractor. 5. The bridge deck shall be concrete. 6. The bridge deck shall include a thin bonded epoxy overlay surface. 7. Any waste materials removed shall become the property of the Contractor. 8. The roadway may be closed for demolition of the existing bridge and construction of a new bridge for a maximum of 16 weeks. 9. All work, including storage and staging, shall be done within the existing road Rightof-Way. 10. The low chord elevation of the new bridge shall not be lower than the low chord of the existing bridge. 11. The abutments shall be backfilled to finished grade, and Delta County will pave the approaches. 12. The existing gas line will be relocated by utility owners 13. CDOT Type 10M Bridge Rails shall be installed on the bridge. 14. CDOT Type 3G Transition Rails and End Anchorages shall be installed at each