Case Study
WAML Bridge Structures
A t four locations on the new line new bridges were identified as being required. The preparation works and installation at each location was delivered by Pod-Trak in advance of our Permanent Way Scope. Core works included: • Bridge foundation pile cropping to 1100mm dia piles. • Sub structure excavation. • Reinforced concrete pours. • Crane & piling mat installation and removal. • New deck installation complete with bearings. • FRC works to bridge deck. • Bridge deck drainage. • Working from temporary pontoons over water. Bridge Structure 666 The existing redundant bridge was demolished and removed from site. New pile caps were built which tied into bearing slabs north and south. The new bridge structure was then installed using a crane and finished off by pour