The Project
The works commenced with environmental clear of residual occupier waste before commencing the asbestos removal to the existing structures on site. Following asbestos clearance, the buildings were soft stripped and demolished with all arising’s sifted, sorted and separated, with brickwork and concrete processed to 6F2 and MOT for re use on site.
What we did
TD Construction Testing Ltd provided comprehensive site and laboratory testing, supporting the client in navigating complex ground and material conditions with confidence. We ensured materials met specification and worked as intended.
Remediation of asbestos and chemical contamination in the soils were progressed to a pre agreed strategy with the local EHO and planning. Chemical contamination was bio remediated with the asbestos in soils delineated, removed and placed at significant depth. The geotechnical design proposal was to remove 3m of made ground, (63,000m3) removal and process of all relic foundations, place a load transfer platform (LTP) at 0.3m of 6F2 with geogrids and reinforcing membrane, then re-engineer the site with fill to finished level (minus construction depth) in class 1 graded, engineered and tested general fill to the Specification to Highways Works (SHW) Series 600. Japanese Knotweed was located, removed and placed at depth in a lined cell to prevent re growth via a predesigned and agreed technical note with EA, EHO and local planning.

Conducted testing to the highest standards

Delivered value for the client








