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Accession Number PB2013-111523
Title Improving the Accuracy and Usability of Iowa Falling Weight Deflectometer Data.
Publication Date May 2013
Media Count 50p
Personal Author K. Gopalakrishnan S. Kim
Abstract This study aims to improve the accuracy and usability of Iowa Falling Weight Deflectometer (FWD) data by incorporating significant enhancements into the fully-automated software system for rapid processing of the FWD data. These enhancements include: (1) refined prediction of backcalculated pavement layer modulus through deflection basin matching/optimization, (2) temperature correction of backcalculated Hot-Mix Asphalt (HMA) layer modulus, (3) computation of 1993 AASHTO design guide related effective SN (SNeff) and effective k-value (keff ), (4) computation of Iowa DOT asphalt concrete (AC) overlay design related Structural Rating (SR) and kvalue (k), and (5) enhancement of user-friendliness of input and output from the software tool. A high-quality, easy-to-use backcalculation software package, referred to as, I-BACK: the Iowa Pavement Backcalculation Software, was developed to achieve the project goals and requirements. This report presents theoretical background behind the incorporated enhancements as well as guidance on the use of I-BACK developed in this study. The developed tool, I-BACK, provides more fine-tuned ANN pavement backcalculation results by implementation of deflection basin matching optimizer for conventional flexible, full-depth, rigid, and composite pavements. Implementation of this tool within Iowa DOT will facilitate accurate pavement structural evaluation and rehabilitation designs for pavement/asset management purposes. This research has also set the framework for the development of a simplified FWD deflection based HMA overlay design procedure which is one of the recommended areas for future research.
Keywords Falling Weight Deflectometers(FWD)
Pavement deflections
Regression analysis
Structural analysis

Source Agency Federal Highway Administration
NTIS Subject Category 50A - Highway Engineering
Corporate Author Iowa State Univ., Ames. Institute for Transportation.
Document Type Technical report
Title Note Final rept.
NTIS Issue Number 1325
Contract Number SPR 90-00-RB04-012

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