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By Technical Committee B 510 1

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Extra info for BS 594987:2007 Asphalt for roads and other paved areas – Specification for transport, laying and compaction and type testing protocols

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For thicker layers, the cores used for the calibration should be visually inspected to ensure that they are uniform throughout their depth. NOTE 2 Further information about the use of nuclear density gauges is given in TRL Supplementary Report SR 754 [3]. 46 • © BSI 2007 BS 594987:2007 Bibliography Standards publications For dated references, only the edition cited applied. For undated references, the latest edition of the referenced document (including any amendments) applies. BS 434-2, Bitumen road emulsions (anionic and cationic) – Part 2: Code of practice for the use of cationic bitumen emulsions on roads and other paved areas BS 594-2, Hot rolled asphalt for roads and other paved areas – Part 1: Specification for constituent materials and asphalt mixtures Licensed copy:PONTYPRIDD COLLEGE, 05/01/2008, Uncontrolled Copy, © BSI BS 598-100, Sampling and examination of bituminous mixtures for roads and other paved areas – Part 100: Methods for sampling for analysis BS 598-102, Sampling and examination of bituminous mixtures for roads and other paved areas – Part 102: Analytical test methods BS 598-104, Sampling and examination of bituminous mixtures for roads and other paved areas – Part 104: Methods of test for the determination of density and compaction BS 598-107, Sampling and examination of bituminous mixtures for roads and other paved areas – Part 107: Method of test for the determination of the composition of design surface course rolled asphalt BS 598-110, Sampling and examination of bituminous mixtures for roads and other paved areas – Part 110: Methods of test for the determination of wheel-tracking rate and depth BS 4987-2, Coated macadam (asphalt concrete) for roads and other paved areas.

NOTE 2 Further information about the use of nuclear density gauges is given in TRL Supplementary Report SR 754 [3]. 46 • © BSI 2007 BS 594987:2007 Bibliography Standards publications For dated references, only the edition cited applied. For undated references, the latest edition of the referenced document (including any amendments) applies. BS 434-2, Bitumen road emulsions (anionic and cationic) – Part 2: Code of practice for the use of cationic bitumen emulsions on roads and other paved areas BS 594-2, Hot rolled asphalt for roads and other paved areas – Part 1: Specification for constituent materials and asphalt mixtures Licensed copy:PONTYPRIDD COLLEGE, 05/01/2008, Uncontrolled Copy, © BSI BS 598-100, Sampling and examination of bituminous mixtures for roads and other paved areas – Part 100: Methods for sampling for analysis BS 598-102, Sampling and examination of bituminous mixtures for roads and other paved areas – Part 102: Analytical test methods BS 598-104, Sampling and examination of bituminous mixtures for roads and other paved areas – Part 104: Methods of test for the determination of density and compaction BS 598-107, Sampling and examination of bituminous mixtures for roads and other paved areas – Part 107: Method of test for the determination of the composition of design surface course rolled asphalt BS 598-110, Sampling and examination of bituminous mixtures for roads and other paved areas – Part 110: Methods of test for the determination of wheel-tracking rate and depth BS 4987-2, Coated macadam (asphalt concrete) for roads and other paved areas.

1). 1%, for each of the following: a) maximum stability; Licensed copy:PONTYPRIDD COLLEGE, 05/01/2008, Uncontrolled Copy, © BSI NOTE 1 If the stability curve shows more than one peak, choose the value which most closely coincides with the binder content for maximum density of the mixture. b) maximum mixture density; c) maximum aggregate density. NOTE 2 Where no peak is obtained, take the value at which the curve starts to fall away from the horizontal. 5. 16 Report the following information: a) target composition of the mixture; b) proportion of coarse, fine and filler aggregates; c) overall grading of combined aggregate; d) binder type, penetration and softening point; e) binder content for maximum stability; f) binder content for maximum mixture density; g) binder content for maximum compacted aggregate density; h) design binder content.

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BS 594987:2007 Asphalt for roads and other paved areas – Specification for transport, laying and compaction and type testing protocols by Technical Committee B 510 1


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