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Proposed Conventional Flexible Pavement Thickness Design Procedure

M. R. Thompson / T. G. LaGrow

The basic concepts and the development of a proposed thickness design procedure for conventional flexible pavements are presented. Traffic (IDOT traffic factor), subgrade modulus (fine-grained soils, sandy-type soils), location in the state (pavement temperature effects), asphalt cement grade (AC-5, AC-10, AC-20), and design reliability factors are considered. ILLI-PAVE based design algorithms are utilized in the procedure. Asphalt concrete fatigue consumption and subgrade soil stress ratio are the design criteria. 'Design Time' and 'Minimum Subgrade E(Ri)' concepts are used to consider seasonal effects. 'Easy-to-use' design charts and tables are provided to facilitate the pavement design process.

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Proposed Conventional Flexible Pavement Thickness Design Procedure

M. R. Thompson / T. G. LaGrow

The basic concepts and the development of a proposed thickness design procedure for conventional flexible pavements are presented. Traffic (IDOT traffic factor), subgrade modulus (fine-grained soils, sandy-type soils), location in the state (pavement temperature effects), asphalt cement grade (AC-5, AC-10, AC-20), and design reliability factors are considered. ILLI-PAVE based design algorithms are utilized in the procedure. Asphalt concrete fatigue consumption and subgrade soil stress ratio are the design criteria. 'Design Time' and 'Minimum Subgrade E(Ri)' concepts are used to consider seasonal effects. 'Easy-to-use' design charts and tables are provided to facilitate the pavement design process.

Proposed Conventional Flexible Pavement Thickness Design Procedure

M. R. Thompson / T. G. LaGrow

The basic concepts and the development of a proposed thickness design procedure for conventional flexible pavements are presented. Traffic (IDOT traffic factor), subgrade modulus (fine-grained soils, sandy-type soils), location in the state (pavement temperature effects), asphalt cement grade (AC-5, AC-10, AC-20), and design reliability factors are considered. ILLI-PAVE based design algorithms are utilized in the procedure. Asphalt concrete fatigue consumption and subgrade soil stress ratio are the design criteria. 'Design Time' and 'Minimum Subgrade E(Ri)' concepts are used to consider seasonal effects. 'Easy-to-use' design charts and tables are provided to facilitate the pavement design process.

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Titel:

Proposed Conventional Flexible Pavement Thickness Design Procedure

Beteiligte:

M. R. Thompson (Autor:in) / T. G. LaGrow (Autor:in)

Erscheinungsdatum:

1988

Format / Umfang:

54 pages

Medientyp:

Report

Format:

Keine Angabe

Sprache:

Englisch

Schlagwörter:

Highway Engineering , Construction Equipment, Materials, & Supplies , Flexible pavements , Design standards , Thickness , Pavement bases , Vehicular traffic , Bituminous cements , Regional geography , Soil properties , Soil structure , Fatigue(Materials) , Graphs(Charts)

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