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The report constitutes Volume III of a four-volume series on design and construction of new and overlay continuously reinforced concrete airfield pavement and contains a detailed procedure for designing new pavements. It contains procedures for evaluating values, selecting the required slab thickness, designing transverse and longitudinal reinforcing steel, joint design and designing anchorage systems. The design procedures are presented in the form of a series of charts and nomographs from which design parameters may be obtained by entering with appropriate input parameters. A detailed procedure for resilient modulus testing is also provided. (Author).
The report constitutes Volume II of a four-volume series on design and construction of new and overlay continuously reinforced concrete airfield pavement, and contains a detailed procedure for designing overlay pavements. It contains procedures for evaluating the existing pavement and the materials composing the pavement, selecting the required overlay thickness, designing the transverse and longitudinal reinforcing steel and designing the joints. The design procedures are presented in the form of a series of charts and nomographs from which design parameters may be obtained by entering with appropriate input parameters. A detailed procedure for resilient modulus testing is also provided. (Author).
The report constitutes Volume IV of a four-volume series on design and construction of new and overlay continuously reinforced concrete airfield pavement and contains guidance for construction fo these pavements. It contains recommendations for material requirements, construction requirements, equipment, concrete production and placement, steel placement, protection and curing, and field acceptance testing procedures and requirements. The general principles set forth are common to all types of concrete pavement construction but specific procedures and requirement are directed toward construction of pavements with continuous reinforcing steel. (Author).
Continuously reinforced concrete pavement (CRCP) is enjoying a renaissance across the United States and around the world. CRCP has the potential to provide a long-term, "zero-maintenance," service life under heavy traffic loadings and challenging environmental conditions, provided proper design and quality construction practices are utilised. This book provides an overview of the CRCP technology and the major developments that have led to what are referred to herein as the "best practices" for CRCP design and construction. The purpose of this book is to provide the best practices information on rehabilitation strategies for extending the service life of continuously reinforced concrete pavements (CRCP). The procedures described in this book consist of defining the problem, identifying potential solutions, and selecting the preferred alternatives.
The report contains support documentation of design methods for continuously reinforced concrete pavements, both overlays and new construction. The experimental investigations of continuously reinforced concrete airfield pavements conducted as part of this research are described and analyzed. The field studies provide experimental validation of the design procedure. The report includes the general outline and analysis for design procedure for both overlay and new pavement. It includes a discussion of material evaluation requirements, handling of aircraft traffic projections for use in fatigue design, and the development of a fatigue curve. The report includes construction recommendations and suggestions based on the current state of knowledge and experience. A comparison is presented of the analyses and observations made on the pavements investigated in the field study. (Modified author abstract).