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- W606919635 abstract "The advantages of pervious asphalt concrete are (1) appreciable reduction in risk of aquaplaning or loss of friction, (2) less glare on wet surfaces, (3) less spray, (4) better reflectivity. The finished pervious pavement has a voids content of 20-25%, due to more than 85% of aggregate being greater than 2 mm. Filler and binder contents are about 5% each. The relatively high binder content coats the aggregate thickly, which enhances bond and prevents displacement of binder. Mixing temperatures must not exceed 115-120 deg C. Pervious and normal mixes cannot be made at the same time, as the latter requires higher temperatures. Fibres are added to pervious mix to reduce mixing temperature. Air temperature during spreading must not be less than 10 deg C. Course thickness must be at least 2.5 times greater than the aggregate size. 10-12 t static roller should be used immediately behind paver. Durability and wear resistance are comparable to conventional surfacings. Accidents on wet pavements are reduced. Interest in recycling has greatly increased. Up to 50% recovered material can be added to the mix, but optimum proportion is about 20-30%. Cost of additional equipment is quite high, and a good supply of recovered material must be available to make recycling economically viable. (TRRL)" @default.
- W606919635 created "2016-06-24" @default.
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- W606919635 date "1982-01-01" @default.
- W606919635 modified "2023-09-27" @default.
- W606919635 title "OPEN GRADED ASPHALT CONCRETE AND RECYCLING OF PAVEMENT MATERIAL" @default.
- W606919635 hasPublicationYear "1982" @default.
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