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Leachability of dissolved chromium in asphalt and concrete surfacing materials
Authors:Masoud Kayhanian  Akshay Vichare  Peter G Green  John Harvey
Institution:aDepartment of Civil and Environmental Engineering, One Shields Avenue, Engineering III, University of California, Davis, CA 95616, USA;bChevron EMC, 6111 Bollinger Canyon Road, San Ramon, CA 94568, USA
Abstract:Leachate metal pollutant concentrations produced from different asphalt and concrete pavement surfacing materials were measured under controlled laboratory conditions. The results showed that, in general, the concentrations of most metal pollutants were below the reporting limits. However, dissolved chromium was detected in leachate from concrete (but not asphalt) specimens and more strongly in the early-time leachate samples. As the leaching continued, the concentration of Cr decreased to below or close to the reporting limit. The source of the chromium in concrete pavement was found to be cement. The concentration of total Cr produced from leachate of different cement coming from different sources that was purchased from retail distributors ranged from 124 to 641 μg/L. This result indicates that the potential leachability of dissolved Cr from concrete pavement materials can be reduced through source control. The results also showed that the leachability of dissolved Cr in hardened pavement materials was substantially reduced. For example, the concentration of dissolved Cr measured in actual highway runoff was found to be much lower than the Cr concentration produced from leachate of both open and dense graded concrete pavement specimens under controlled laboratory study. It was concluded that pavement materials are not the source of pollutants of concern in roadway runoff; rather most pollutants in roadway surface runoff are generated from other road-use or land-use sources, or from (wet or dry) atmospheric deposition.
Keywords:Fresh and aged concrete  Aggregate  Cement  Chromium  Pavement specimen  Leachate  Highway runoff  Water quality standard
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