Laboratory Mix Design of Cold Bitumen Emulsion Mixtures Incorporating Reclaimed Asphalt and Virgin Aggregates
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Date
2018-12-10
Authors
Shitote, Stanley
Gariy, Zachary C. Abiero
Chelelgo, Kiplagat
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Abstract
Bitumen emulsion asphalts, especially those incorporating marginal and secondary
aggregates, are energy efficient, environment friendly, and sustainable alternatives to hot-mix asphalts.
This study set out to compare engineering properties of a bitumen emulsion asphalt composed entirely
of virgin aggregates with another composed of 55% reclaimed asphalt and 45% virgin aggregates.
The aggregates were bound with a slow setting cationic bitumen emulsion composed of 65% base
bitumen and 35% water. Marshall specimens molded at varying pre-mix water and bitumen emulsion
contents were cured in molds for 24 h before being de-molded and cured for a further 72 h at 40 ◦C.
Dry densities, porosities, and indirect tensile strengths for the cured specimens were determined in
dry and soaked states. Virgin aggregate mix, at an optimum binder content of 6.1%, had a tensile
strength ratio of 1.3 with corresponding air voids and moisture absorption values of 10.1% and 0.92%,
respectively. Similarly, reclaimed asphalt mix at an optimum binder content of 6.2% had a tensile
strength ratio of 1.03, with corresponding air voids and moisture absorption values of 7.9% and
0.38%, respectively. Compared to virgin mix, reclaimed asphalt mix had lower air voids and lower
moisture absorption values with the overall benefit of enhanced resistance to moisture damage.
Description
Keywords
cold-mixes; emulsion asphalts; reclaimed asphalt; recycled materials; bitumen-emulsion; indirect tensile strength; tensile strength ratio