The contract called the widening of an existing single lane bridge to two lanes.
The original bridge was constructed during the quarry development stage; the abutments for stage two were also constructed in this stage, but not the centre pier.
When the second stage commenced the quarry had been transformed into a lake and was approximately four metres deep at the bridge site.
The contract design was based a on a sheet piled coffer to enable construction of the pier, however, due to the nature of the lake bed was impracticable.
An alternative using a prefabricated caisson was used; this was lowered into place using a large crane and positioned by a team of divers.
A mass concrete plug was poured underwater by the tremie system and then the caisson dewatered and the pier constructed, the upper portion of the caisson removed.
Precast arch units,each weighing 19tonnes were then placed to form the arches, due to access difficulties two 200tonne capacity cranes were required for this operation.
Again divers had to be employed as the base of the units was below water level.
The retaining walls were reinforced panels, backfillng below water level was stabilised and select fill for the remainder to subgrade level.
The pavement was a reinforced slab, tied to existing pavement.
NACE has vast experience in airport construction, both air and land side. We are very conversant with protocols and procedures of both civil and military airfields: Concrete aprons, rigid and flexible taxiway pavements, main runway tie-ins, line marking, airfield communications and power supply ducting, stormwater drainage, pollution, and flame trap structures, blast fences and walls, aerobridge foundations, airside roads, ground access projects, car parks, kerbside re-construction, landscaping and ground remediation.