Union Lindell Bridge Replacement

Description: Work includes bridge replacement. Description: removal of improvements; abandonment; 1849 CY of class A excavation; 10972 CY of unclassified excavation; 8204 CY of embankment in place; 1541 CY of compacting embankment; 26.07 STA compacting in cut; 62 CY of concrete encasement; 1873 CY of class 3 excavation; 3875 SY of type 1 aggregate for base (4 in. Thick); 15,447 SY of type 5 aggregate for base (4 in. Thick); 392 SY of lightweight aggregate fill - sidewalk on bridge; 497 CY of lightweight aggregate fill - pavement on bridge; 123.50 CY of geofoam EPS 29; 111.60 ton of bituminous pavement mixture PG64-22, (BP-1); 100 gal of tack coat; 2291.60 SY of concrete pavement (6 in. Non-reinf); 15188.60 SY of concrete pavement (10 in. Non-reinf); 1 EA of MSD concrete collar 48 - inch pipe; 2 EA of MSD concrete collar 42 - inch pipe.