The aim of this investigation was to collect state-of-the-art information on the strength and durability of roller-compacted concrete (RCC) for pavement construction made with and without supplementary cementitious materials, and to describe the construction experience gained in 2 pavement projects recently completed in Wisconsin. Past studies have shown that mechanical behavior of RCC pavement is similar to that of conventional paving concrete. However, nonair-entrained RCC is susceptible to freezing and thawing (F&T) damage if critically saturated when subjected to freezing actions. Lab testing of specimens derived from the test pavements showed excellent results for conventional high-volume fly ash pavement, and satisfactory performance of the RCC pavement except for F&T resistance. Other results are also provided and discussed.
