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- W2944853066 abstract "The quality of foamed asphalt stabilized pavement depends on such factors as the uniformity of compaction achieved in the field, gradation of stabilized material and in particular, the content of fines and mixture uniformity. Typically, dry and wet tensile strength values are specified and for durability purposes, the Tensile Strength Ratio (TSR) should not be less than 50 percent. A pilot foamed asphalt stabilization project in Ontario using modified asphalt cement has been completed. Besides regular quality control/quality assurance testing, additional evaluation of the foamed asphalt stabilization included process monitoring, additional compaction testing using nuclear densometer (direct transmission method), sampling of materials and Falling Weight Deflectometer (FWD) testing. The compaction on both sections (asphalt and granular pavements) with modified asphalt cement was higher and more uniform than on the section with conventional material. The laboratory testing indicated the tensile strength and the TSR of the modified material is higher than that of the conventional material. The structural capacity of the foamed asphalt layer with modified asphalt cement was better than that of the layer with the conventional asphalt cement." @default.
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- W2944853066 date "2008-01-01" @default.
- W2944853066 modified "2023-09-24" @default.
- W2944853066 title "Initial Evaluation of Foamed Asphalt Stabilization using Modified Asphalt Cement" @default.
- W2944853066 hasPublicationYear "2008" @default.
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