A249 Grovehurst Improvements, Kent
The strategic choice of Ecoblend MA Type 1 aggregate not only met the project’s technical requirements, but also reduced material requirements and costs while supporting its economic and environmental objectives.
11000
T
of material supplied
863
T
of material saved*
49
%
saved on material costs**
Overview
The A249 Grovehurst Road improvement scheme in Sittingbourne, Kent, forms a key part of a significant infrastructure improvement initiative designed to enhance road safety, reduce congestion, and accommodate future housing developments in the area.
Project Scope
The extensive work on the existing gyratory roundabout and adjacent slip roads involved substantial construction and refurbishment efforts. The project aimed to improve traffic flow and safety on a heavily trafficked section of the A249
Material Requirements
A crucial aspect of the project was the foundation layer, for which over 11,000 tonnes of Type 1 sub-base material was required. The project team selected Ecoblend MA Type 1 aggregate due to its:
- Cost-efficiency
- High quality
- Compliance with SHW Specifications
Environmental & Economic Impact
Material Efficiency
The project used over 800 tonnes less material compared to a primary alternative
Cost-savings
Ecoblend MA provided the project with substantial cost savings, cutting material costs by over 49%
Waste Recycling
The project helped to divert over 24,000 tonnes of residual waste from landfills.
Resource Preservation
Over 5,000 tonnes of natural resources were preserved, contributing to the project’s sustainability goals.
Outcome
The strategic choice of Ecoblend MA Type 1 aggregate not only met the project’s technical requirements, but also supported its economic and environmental objectives. The improved roads are now better equipped to handle current traffic demands and future growth, ultimately enhancing the infrastructure and quality of life in the Sittingbourne area.
This case study illustrates the effectiveness of sustainable material choices in large-scale infrastructure projects, highlighting both cost savings and significant environmental benefits.
*Due to Ecoblend MA having a lower compacted density than natural aggregate, only 11,000 tonnes of material was required compared to the 11,863 tonnes of primary aggregate needed to achieve the same result. This difference in material quantity is directly related to the physical properties of each product and is not a reflection of performance or quality. **Compared to a primary aggregate, which has a higher density and requires more material at a higher price per tonne than Ecoblend MA. These figures reflect the advantages of using Ecoblend MA, but actual savings may vary.
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