
26,000m2 of lime stabilisation capping layer for all extrernal works, car parks and HGV parks and under building slab for petrol station. Specification and mix design by Beach and L.J. Church Laboratory. Working to Higways Specification for lime stabilised capping.
Lime stabilisation cut and fill for piling platform, service roads and compounds. Final layer of piling platform and all roads treated with OPC to achieve 15 & 30 % CBR respectively.
Total area of stabilisation: 500,000m2
In situ treatment of sandy Gravel with cement to form a CBN material. The material was very variable and therefore required constant monioring to ensure the tight specifications were met. Reinforced concrete was laid on top of the CBM material.
Lime Stabilisation of unsuitable site won materials into a stabilised capping layer for the roads and car parks.