Design related project level pavement management - Economic evaluation of alternative pavement design strategies - Reliability / - Pavement design procedures for new construction or reconstruction : Design requirements - Highway pavement structural design - Low-volume road design / - Pavement design procedures for rehabilitation of existing pavements : Rehabilitation concepts - Guides for field data collection - Rehabilitation methods other than overlay - Rehabilitation methods with overlays / - Mechanistic-empirical design procedures.

For many years, various forms of lime, including products with varying degrees of purity, have been utilized successfully as soil stablizing agents. The state of the art in lime treatment based on a comprehensive analysis of current practice and technical literature is presented in this report. References are included for more information.

A laboratory LCF assessment program was conducted in which samples were fabricated using LCF materials from Ohio, Pennsylvania, Oregon, and Texas sources. The samples were analyzed for the effects of LCF ingredient variations on modulus of resilience, unconfined compressive strength, fracture toughness, tensile strength, and fatigue. Effects of deicing chemicals on modulus of resilience, unconfined compressive strength, fracture toughness, and tensile strength were analyzed. A field testing program was conducted in which core samples were obtained from Newark, Portland, and JFK airports. The samples were tested for modulus of resilience and unconfined compressive strength. A search was conducted of pertinent recent literature on pavement design and analysis, especially LCF pavements. Keywords: Airports, Runways, Airport pavements, Lime-cement-flyash. (jes).