URC BRIDGE REPLACEMENT OVER FLATROCK RIVER

摘要

Jump Spans 1. Existing spans 1-7 weighed 30,000 lbs. each.2.Removed with 222 Manitowoc (100 ton) crane.3.Set on flat deck trailers to remove quickly offsite due to lack of room Truss Spans 1. Existing spans 8-9 weighed 135,000 lbs. each.2 Removed with hydraulic shears mounted to Komatsu PC 600 series excavators.3. Shears weighed 20,000 lbs. and 26,000 lbs. each 4. Truss sections were loaded into 40 ton articulating trucks and removed offsite due to lack of room.