1990•Unpublished venueRequires access

PERFORMANCE OF JOINTED CONCRETE PAVEMENTS. VOLUME I - EVALUATION OF CONCRETE PAVEMENT PERFORMANCE AND DESIGN FEATURES. INTERIM REPORT

Kurt D. Smith, D G Peshkin, M I Darter, Amy L. Mueller, Samuel H. Carpenter

Open publisher page 1 citations

Abstract

A major national field and analytical study has been conducted into the effect of various design features on the performance of jointed concrete pavements. Extensive design, construction, traffic, and performance data were obtained from numerous experimental and other concrete pavement sections throughout the country. Field data collected and analyzed included distress, drainage, roughness, present serviceability rating (PSR), deflection, destructive testing (coring and boring), and weigh-in-motion (WIM) on selected sites. This information was compiled into a comprehensive microcomputer database. Projects were evaluated on an individual basis and then compared at a national level to identify performance trends. The performance data were used to evaluate and modify several concrete pavement design procedures and analysis models. This volume provides a brief introduction to the data collection activities and presents a description and performance evaluation of the 95 pavement sections included in the study. Documentation is presented on the effects of the following design features on concrete pavement performance: slab thickness, base type, joint spacing, reinforcement, joint orientation, load transfer, dowel bar coatings, longitudinal joint design, joint sealant, tied shoulders, and subdrainage.

About this research paper

What this paper is about

A major national field and analytical study has been conducted into the effect of various design features on the performance of jointed concrete pavements. Extensive design, construction, traffic, and performance data were obtained from numerous experimental and other concrete pavement sections throughout the country. Field data collected and analyzed included distress, drainage, roughness, present serviceability rating (PSR), deflection, destructive testing (coring and boring), and weigh-in-motion (WIM) on selected sites. This information was compiled into a comprehensive microcomputer database. Projects were evaluated on an individual basis and then compared at a national level to identify performance trends. The performance data were used to evaluate and modify several concrete pavement design procedures and analysis models. This volume provides a brief introduction to the data collection activities and presents a description and performance evaluation of the 95 pavement sections included in the study. Documentation is presented on the effects of the following design features on concrete pavement performance: slab thickness, base type, joint spacing, reinforcement, joint orientation, load transfer, dowel bar coatings, longitudinal joint design, joint sealant, tied shoulders, and subdrainage.

Why it matters

OpenAlex reports 1 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

A major national field and analytical study has been conducted into the effect of various design features on the performance of jointed concrete pavements. Extensive design, construction, traffic, and performance data were obtained from numerous experimental and other concrete pavement sections throughout the country. Field data collected and analyzed included distress, drainage, roughness, present serviceability rating (PSR), deflection, destructive testing (coring and boring), and weigh-in-motion (WIM) on selected sites. This information was compiled into a comprehensive microcomputer database. Projects were evaluated on an individual basis and then compared at a national level to identify performance trends. The performance data were used to evaluate and modify several concrete pavement design procedures and analysis models. This volume provides a brief introduction to the data collection activities and presents a description and performance evaluation of the 95 pavement sections included in the study. Documentation is presented on the effects of the following design features on concrete pavement performance: slab thickness, base type, joint spacing, reinforcement, joint orientation, load transfer, dowel bar coatings, longitudinal joint design, joint sealant, tied shoulders, and subdrainage.

Key concepts: Serviceability (structure), Pavement engineering, Expansion joint, Engineering, Dowel, Structural engineering, Geotechnical engineering, Civil engineering

Related papers

Back to paper searchBrowse research topicsOriginal source
PERFORMANCE OF JOINTED CONCRETE PAVEMENTS. VOLUME I - EVALUATION OF CONCRETE PAVEMENT PERFORMANCE AND DESIGN FEATURES. INTERIM REPORT — Research Paper | ScholarLens