Characterization of low temperature mechanical properties of crack sealants utilizing direct tension test.
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2008-11-01
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Abstract:Crack sealing has been widely used as a routine preventative maintenance practice. Given its proper ; installation, crack sealants can extend pavement service life by three to five years. However, current ; specifications for the selection of crack sealants correlate poorly with field performance. The purpose of this ; research was to develop performance guidelines for the selection of hot-poured bituminous crack sealants at ; low temperature. This was accomplished by measuring the mechanical properties of crack sealant at low ; temperature and then developing performance criteria for material selection. The modified direct tension test ; (DTT), crack sealant direct tension test (CSDTT), simulates the in-situ loading behavior of crack sealants in the ; laboratory. A modified dog-bone specimen geometry, which allows specimens to be stretched up to 95%, is ; recommended. This new specimen geometry also facilitates sample preparation. Tensile force is applied to the ; dog-bone specimen, with its effective gauge length of 20.3mm, and is pulled at a deformation rate of ; 1.2mm/min. Fifteen sealants were tested at various temperatures, and three performance parameters are ; suggested as indicators of sealant performance: extendibility, percent modulus reduction, and strain energy ; density. Extendibility, which is used to assess the degree of deformation undergone by a sealant at low ; temperature before it ruptures or internal damage is observed, is recommended as a measured parameter to be ; included in the performance-based guidelines for the selection of hot-poured crack sealants. Extendibility ; thresholds were defined as function of low service temperatures. The CSDT is conducted at +6oC above the ; lowest in service temperature because of the relatively high test loading rate compared to in-situ crack sealant ; movement rate.
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