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Split cylinder test applied to bituminous mixtures at low temperatures

Breen, J.J. / Stephens, J.E.

Two asphalts of Penetration Grade 60 to 70 and 85 to 100 were used in test to evaluate tensile strength of bituminous concrete at 0 to 40 F; asphalt content of specimens ranged from 4.5 to 7.0% by total weight of aggregate; for each asphalt content and temperature average value of 10 tests is reported; ultimate tensile strength of gravel-sand mix decreased with increasing temperature, increase from 40 to 20 F being considerably greater than increase from 20 to 0 F; work to fracture decreased from 600-in. -lb at 40 F to 200 in. lb at 0 F, indicating that concrete may be subject to fatigue and brittle fracture.

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Split cylinder test applied to bituminous mixtures at low temperatures

Breen, J.J. / Stephens, J.E.

Two asphalts of Penetration Grade 60 to 70 and 85 to 100 were used in test to evaluate tensile strength of bituminous concrete at 0 to 40 F; asphalt content of specimens ranged from 4.5 to 7.0% by total weight of aggregate; for each asphalt content and temperature average value of 10 tests is reported; ultimate tensile strength of gravel-sand mix decreased with increasing temperature, increase from 40 to 20 F being considerably greater than increase from 20 to 0 F; work to fracture decreased from 600-in. -lb at 40 F to 200 in. lb at 0 F, indicating that concrete may be subject to fatigue and brittle fracture.

Split cylinder test applied to bituminous mixtures at low temperatures

Breen, J.J. / Stephens, J.E.

Two asphalts of Penetration Grade 60 to 70 and 85 to 100 were used in test to evaluate tensile strength of bituminous concrete at 0 to 40 F; asphalt content of specimens ranged from 4.5 to 7.0% by total weight of aggregate; for each asphalt content and temperature average value of 10 tests is reported; ultimate tensile strength of gravel-sand mix decreased with increasing temperature, increase from 40 to 20 F being considerably greater than increase from 20 to 0 F; work to fracture decreased from 600-in. -lb at 40 F to 200 in. lb at 0 F, indicating that concrete may be subject to fatigue and brittle fracture.

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Title:

Split cylinder test applied to bituminous mixtures at low temperatures

Additional title:

J Matls

Contributors:

Breen, J.J. (author) / Stephens, J.E. (author)

Published in:

Journal of Materials ; 1

Publication date:

1966

Size:

11 pages

DOI:

https://doi.org/10.1007/BF00549721

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Bituminous materials

© Metadata Copyright Elsevier B. V. All rights reserved.

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