Subdivision Surfacing

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LDEG Forum Subdivision Surfacing

Subdivision Surfacing

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Subdivision Surfacing First Coat Seals

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Subdivision Surfacing Specification – Quality Control Hold Points • Weed spraying • Pavement Testing • Profile Check • Seal Design and Construction Plan • Street Furniture Protection

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Sealing Specification NZTA P/3 • 1970’s Method Specification • Engineer is responsible for seal design • Shall be180/200 base binder • Hot Cut Back – Kerosene and Adhesion Agent • Engineer handover • Protection of Road Furniture • Shade Air not less than 10ºC

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Subdivision Surfacing

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Subdivision Surfacing

Technical requirements

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Technical requirements

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Subdivision Surfacing

Acceptance of Treatment

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Single coat

Two Coat

Racked in

Dry Lock

Bitumen

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• Different Penetration grades 180/200 130/150 80/100 60/70 40/50

Binder Is the mixture of bitumen and spraying additives. 1.

Kerosene

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Diesel or AGO

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Polymer

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Adhesion Agents

Viscosity The ‘Viscosity’ of a liquid is it’s resistance to flow. For bitumen binders, we need to reduce it’s viscosity so we can: – pump it. – spray it.

We reduce the viscosity by: – Heating 170 C OR

– Emulsifying

Environmental / Sustainability “Approximately 20% of the added kerosene evaporated while being sprayed, and 30% within 2 hours following application.” Page 94 C h i p s e a l i n g i n N e w Z e a l a n d

• ADHESION: bituminous binder, sticks to the surface of a solid body, e.g. chip. It arises through intermolecular attraction between the contract surfaces.

• COHESION: the ability of a material to resist, by means of internal forces, the separation of its constituent particles