Ski Park Bridge

Description: Work includes removing shaft obstructions; 10 CY roadway excavation incl haul; 55 CY embankment compaction; 100 CY channel excavation incl haul; temporary stream diversion; 140 CY structure excavation class a.incl.haul; shoring or extra excavation cl. A; 40 CY gravel backfill for wall; 148 LF constructing 5 ft. Diam shaft; 10,197 lb st.reinf.bar for substructure; 45 cy conc. Class 4000 for substructure; 3 EA qa shaft test; 39 LF expansion joint system compression seal - superstr. ; 277 SY waterproof membrane br. No. Prt27195-e; 410 LF bridge railing; 410 LF precast conc curb