1.20. Technical Data. Rigidly Laid with Raised Kerb Edge SLABS.
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1 Rigidly Laid with Raised Kerb Edge Crossfalls: within range :0 - :80. Longitudinal falls: not less than :00.. Edge Restraint : Precast reconstituted stone kerbs in layout as indicated on Landscape / Architects drawings. Finish / colour: Smooth Finish, natural colour.. Foundation : 4. Pointing : Joint thickness between components should be between 8-0mm. Pointing to be carried out with aid of a pointing tool of suitable width and depth using a mortar mix of parts light brown washed sand to part of white portland cement. Mix to a moist soil consistency. Surplus mortar should be removed as work progresses. More persistent stains should be removed immediately using a clean damp sponge. 5. Bedding Course : Components should be fully bedded in a cement mortar of 4 parts washed coarse sand and part of ordinary portland cement. The mortar should have good workability and adhesion. All components should be fully bedded in mortar for up to 50% of their thickness. Mortar shall be placed in a way that creates a hollow in the centre thus enabling the mortar to spread when the unit is laid, creating suction at the base of the unit. Nominal bed thickness should be 0-0mm. 6. Sub-base : Sub-base to comprise of one or other of materials that comply with the Department Of Transport Highways Works Specification which are: Granular sub-base material type. Cement bound granular material (categories -). The surface of any sub-base materials should be close textured ensuring no loss of bedding materials. 7. Formation
2 Rigidly Laid with Flush Kerb Edge Crossfalls: within range :0 - :80. Longitudinal falls: not less than :00.. Haunching. Pointing : Joint thickness between components should be between 8-0mm. Pointing to be carried out with aid of a pointing tool of suitable width and depth using a mortar mix of parts light brown washed sand to part of white portland cement. Mix to a moist soil consistency. Surplus mortar should be removed as work progresses. More persistent stains should be removed immediately using a clean damp sponge. 4. Bedding Course : Components should be fully bedded in a cement mortar of 4 parts washed course sand and part of ordinary portland cement. The mortar should have good workability and adhesion. All components should be fully bedded in mortar for up to 50% of their thickness. Mortar shall be placed in a way that creates a hollow in the centre thus enabling the mortar to spread when the unit is laid, creating suction at the base of the unit. Nominal bed thickness should be 0-0mm. 5. Sub-base : Sub-base to comprise of one or other of materials that comply with the Department Of Transport Highways Works Specification which are: Granular sub-base material type. Cement bound granular material (categories -). The surface of any sub-base material should be close textured ensuring no loss of bedding materials. 6. Formation
3 Flexibly Laid with Raised Kerb Edge Crossfalls: within range :0 - :80. Longitudinal falls: not less than :00.. Edge Restraint : Precast reconstituted stone kerbs in layout as indicated on Landscape / Architects drawings. Finish / colour: Smooth Finish, natural colour.. Haunching 4. Jointing : Joint thickness between components should be between - 5mm. Jointing should be filled with a fine kiln dried sand (grade F-BS. 88:98) brushed into the joints. The area should then be swept clean and the paving vibrated into place with up to passes of a rubber sole plated vibrator. 5. Bedding Course : Components should be laid on 5mm washed and naturally occuring silica sand with consistent moisture content. 6. Sub-base : Sub-base to comprise of one or other of materials that comply with the Department of Transport Highways Works Specification which are: Granular sub-base material type. Cement bound granular material (categories -). The surface of any sub-base material should be close textured ensuring no loss of bedding materials. 7. Formation
4 Flexibly Laid with Flush Kerb Edge Crossfalls: within range :0 - :80. Longitudinal falls: not less than :00.. Haunching. Jointing : Joint thickness between components should be between - 5mm. Jointing should be filled with a fine kiln dried sand (grade F-BS. 88:98) brushed into the joints. The area should then be swept clean and the paving vibrated into place with up to passes of a rubber sole plated vibrator. 4. Bedding Course : Components should be laid on 5mm washed and naturally occuring silica sand with consistent moisture content. 5. Sub-base : Sub-base to comprise of one or other of materials that comply with the Department Of Transport Highways Works Specification which are: Granular sub-base material type. Cement bound granular material (categories -). The surface of any sub-base material should be close textured ensuring no loss of bedding materials. 6. Formation
5 Open Jointed with 9mm Supports.4. Supports :. Structure : 4. Sub-base : Sub-base to comprise of one or other of materials that comply with the Department of Transport Highways Works Specification which are: Granular sub-base material type. Cement bound granular material (categories -). The surface of any sub-base materials should be close textured ensuring no loss of bedding materials.
6 Open Jointed with 4mm Supports.5 50/70mm. Supports :. Structure : ASP ADJUSTABLE HEIGHT SUPPORT PAD 50-70mm
7 Open Jointed with 7mm Supports.6 50/70mm. Supports :. Structure : ASP ADJUSTABLE HEIGHT SUPPORT PAD 50-70mm
8 Open Jointed with 5/50mm Supports.7 50/70mm. Supports :. Structure : ASP ADJUSTABLE HEIGHT SUPPORT PAD 50-70mm
9 Open Jointed with 50/70mm Supports.8. Supports :. Structure : ASP ADJUSTABLE HEIGHT SUPPORT PAD 50-70mm
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