“DriveStone installed the Stone Binder system to our driveway and pathway. It has bought new life and value to our property”

“My children were constantly suffering from sore falls and splinters caused by the bark chip under our swing set. Since I had DriveStone Rubber Bark system installed, there are no more painful bumps and splinters”

Crushed Glass

Specifications

Curing Time
This product will normally cure overnight at 15 °C to accept light foot traffic the next day. Full wear resistance is achieved over 7 days (at a minimum constant temp of 15 °C). Water should not be allowed to lie on the surface for at least 7 days.

Crushed Glass Make Up

stone slab crushed glass make up
1. Sub Base

2. Prepared Surface

3. Crushed Glass (Trowel Applied)


Sub Base Requirements for Tarmac (Depending on usage)

Private Driveways

driveway crushed glass sub-base
1. Surface Course - Hand applied by trowel by DriveStone or an approved installer
Aggregate size of 3mm requires 12mm depth layer
Aggregate size of 6mm requires 16mm depth layer
Aggregate size of 10mm requires 22mm depth layer

2. Binder Course - Laid by others in well compacted layers to minimum fall of 1.5%. A 50mm depth of AC 14 close surf asphalt concrete max 100/150 pen to BS EN 13108-1:2006 (bituminous macadam)

3. Sub Base - Laid by others in well compacted layers to minimum fall of 1.5%. A 150-225mm depth of well-compacted non-frost susceptible Type 1 granular sub base to SHW claue 803 or locally available secondary recycled aggregates which comply with the requirements of the specification for highway works for sub bases

4. Sub Grade


Pathways

pathway crushed glass sub-base
1. Surface Course - Hand applied by trowel by DriveStone or an approved installer
Aggregate size of 3mm requires 12mm depth layer
Aggregate size of 6mm requires 16mm depth layer
Aggregate size of 10mm requires 22mm depth layer

2. Binder Course - Laid by others in well compacted layers to minimum fall of 1.5%. A 50mm depth of AC 14 close surf asphalt concrete max 160/220 pen to BS EN 13108-1:2006 (bituminous macadam)

3. Sub Base - Laid by others in well compacted layers to minimum fall of 1.5%. A 100mm depth of well-compacted non-frost susceptible Type 1 granular sub base to SHW claue 803 or locally available secondary recycled aggregates which comply with the requirements of the specification for highway works for sub bases

4. Sub Grade


Access Road

access road crushed glass sub-base
1. Surface Course - Hand applied by trowel by DriveStone or an approved installer
Aggregate size of 3mm requires 18mm depth layer
Aggregate size of 6mm requires 20mm depth layer
Aggregate size of 10mm requires 26mm depth layer

2. Binder Course - Laid by others in well compacted layers to minimum fall of 1.5%. A 35mm depth of AC 14 close surf asphalt concrete max 100/150 pen to BS EN 13108-1:2006 (bituminous macadam)

3. Road Base - Laid by others in well compacted layers to minimum fall of 1.5%. A 70 mm depth of AC 32 dense base asphalt concrete max 100/150 pen to BS EN 13108-1:2006 (bituminous macadam)

4. Sub Base - Laid by others in well compacted layers to minimum fall of 1.5%. A 200-350mm depth of well-compacted non-frost susceptible Type 1 granular sub base to SHW claue 803 or locally available secondary recycled aggregates which comply with the requirements of the SHW works for sub bases

5. Capping Layer (if required)

6. Sub Grade


Sub Base Requirements for Cement (Depending on usage)

driveway coloured stone sub-base
1. Surface Course - Hand applied by trowel by DriveStone or an approved installer

2. PAV1/C30 Concrete for pathways and landscaped areas. PAV2/C35 Concrete for access roads and private driveways. Thickness depends on usage

3. Metal Road Matting. Required on Medium - Heavy use areas

4. Damp proof membrane

5. 100-150mm of compacted Type 1 Granular sub-base

6. Sub Grade

Typical construction for fibre-reinforced slab. Maximum size approx 6m x 3m. Should not exceed 20m square.