A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Effect of viscosity of asphalt on properties of bituminous wearing surface mixtures
Twenty-four, 600 ft test strips of 1 in. bituminous concrete wearing surface were laid in which mixing viscosities of asphaltic binder were varied from approximately 900 to 40 Saybolt Furol Seconds; 12 strips had crushed granite and others had silicious gravel as coarse aggregate; three replications of mix temperature were used to give desired range of mix viscosities; 85 to 100 penetration asphalt source remained constant for all strips; while pavement was compacted temperatures were measured at four different elevations in pavement layer.
Effect of viscosity of asphalt on properties of bituminous wearing surface mixtures
Twenty-four, 600 ft test strips of 1 in. bituminous concrete wearing surface were laid in which mixing viscosities of asphaltic binder were varied from approximately 900 to 40 Saybolt Furol Seconds; 12 strips had crushed granite and others had silicious gravel as coarse aggregate; three replications of mix temperature were used to give desired range of mix viscosities; 85 to 100 penetration asphalt source remained constant for all strips; while pavement was compacted temperatures were measured at four different elevations in pavement layer.
Effect of viscosity of asphalt on properties of bituminous wearing surface mixtures
Assn Asphalt Paving Technologists -- Proc
Bright, R. (author) / Steed, B. (author) / Steele, J. (author) / Justice, A. (author)
Proceedings of the Association of Asphalt Paving Technologists ; 1966
1966
43 pages
Conference paper
English
© Metadata Copyright Elsevier B. V. All rights reserved.
COLD BITUMINOUS MIXTURES FOR WEARING COURSES
| British Library Conference Proceedings | 2004
| British Library Online Contents | 1995