Starting this job was extremely difficult having to hang from the main load bearing steel arch 30m above ground, down 8m to create a working platform to allow our men an area to to form the 10m bridge scaffolding either side onto the concrete abutment using 750mm alloy diamond beams.

Once we had this in place we then hung beams below again to form a crash deck / main working platform under the bridge deck to allow blasting/ painting works. On completion the scaffold was then sheeted.