EcoPath MT Surfacing

35mm minimum depth of EcoPath MT vulcanised rubber granules and natural aggregate bound with EcoPath MT Resin.

Granular Sub-base

175mm minimum well compacted Type 3 granular sub-base or similar approved or well compacted, undisturbed soil

Optional Impermeable Membrane

Impermeable membrane to carry water to infiltration/storage system

or

Optional Geotextile Layer

Geotextile layer to prevent upward migration of soil

Capping Layer

If required, depending on sub-grade condition

Sub-grade   

The above information is produced for guidance only, the designer/ contractor should be satisfied that the construction is suitable for the expected traffic and ground conditions. 

Eco Resin Bound UV Surfacing

Eco Resin Bound UV Surfacing minimum 15mm thickness (5 or 6mm aggregate) with optional Eco Resin Bound UV Surfacing Anti-Slip Aggregate

Binder Course 

50mm minimum depth of AC14 open graded asphalt concrete (macadam) maximum 100/150 pen binder to BS EN 13108-1.

Granular Sub-base

175mm minimum well compacted Type 3 granular sub-base or similar approved

Optional Impermeable Membrane

Impermeable membrane to carry water to infiltration/storage system

or

Optional Geotextile Layer

Geotextile layer to prevent upward migration of soil

Capping Layer

If required, depending on sub-grade condition

Sub-grade   

The above information is produced for guidance only, the designer/ contractor should be satisfied that the construction is suitable for the expected traffic and ground conditions. Guidance about thickness and type of asphalt concrete has been provided by an asphalt supplier and while due care has been taken to ensure the information is correct, it is not the responsibility of Eco Resin Bound Limited to design this or any other element of the construction.

Eco Resin Bound UV Surfacing

Eco Resin Bound UV Surfacing minimum 15mm thickness (5 or 6mm aggregate) with optional Eco Resin Bound UV Surfacing Anti-Slip Aggregate

Binder Course 

50mm minimum depth of AC14 dense asphalt concrete (macadam) maximum 100/150 pen binder to BS EN 13108-1.

Granular Sub-base

125mm minimum well compacted Type 1 granular sub-base or similar approved

Optional Geotextile Layer

Geotextile layer to prevent upward migration of soil

Capping Layer

If required, depending on sub-grade condition

Sub-grade   

The above information is produced for guidance only, the designer/ contractor should be satisfied that the construction is suitable for the expected traffic and ground conditions. Guidance about thickness and type of asphalt concrete has been provided by an asphalt supplier and while due care has been taken to ensure the information is correct, it is not the responsibility of Eco Resin Bound Limited to design this or any other element of the construction.