00968511

Component

https://doi.org/10.3141/1860-06

http://scholar.google.com...+Kim&publication_year=2003

The development of prediction methods for the remaining life of flexible pavements using falling-weight deflectometer (FWD) multiload-level deflections is presented. Pavement response models and pavement performance models were used in developing this procedure. The pavement response models were designed to predict critical pavement responses from surface deflections and deflection basin parameters. The pavement performance models were used to develop the relationships between critical pavement responses obtained from pavement response models and actual pavement performance. Pavement distress data and FWD multiload-level deflection data obtained from the Long-Term Pavement Performance database were used to verify the performance prediction procedure. It was found that the performance of fatigue cracking can be predicted using the proposed procedure except for pavements with high and rapidly increasing cracking in wet-freeze regions. Such trends may be due to environment-induced distresses such as low-temperature cracking, permanent deformation of unbound layers, or both, during the spring thaw period. Predicted rut depths using both single-load and multiload-level deflections show good agreement with measured rut depths over a wide range of rutting potentials. However, the procedure using single-load-level deflections consistently underpredicts the rut depths. This observation demonstrates that the rutting prediction procedure using multiload-level deflections can estimate an excessive level of rutting quite well and thus improve the prediction quality of rutting potential in flexible pavements.

This paper appears in Transportation Research Record No. 1860, Pavement Assessment, Monitoring, and Evaluation 2003.

English

p. 48-56

2003

Transportation Research Record

0309085977

Figures (9) ; References (14) ; Tables (3)

Asphalt pavements; Deflection; Falling weight deflectometers; Fatigue (Mechanics); Mathematical prediction; Pavement cracking; Pavement distress; Rutting; Service life

Long-Term Pavement Performance Program

Rut depth

Data and Information Technology; Design; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces

TRIS, TRB, ATRI

Jan 8 2004 12:00AM

• ACCEPTABILITY OF PAVEMENT ROUGHNESS ON URBAN HIGHWAYS BY DRIVING PUBLIC
• ANALYSIS PROCEDURE FOR LOAD-ZONING PAVEMENTS
• APPLICATION OF WAVELETS IN DETECTION OF CAVITIES UNDER PAVEMENTS BY SURFACE WAVES
• APPROACHES TO EVALUATION OF PROFILER ACCURACY
• COHEN'S WEIGHTED KAPPA STATISTIC IN QUALITY CONTROL-QUALITY ASSURANCE PROCEDURES: APPLICATION TO NETWORK-LEVEL CONTRACT PAVEMENT SURFACE CONDITION SURVEYS IN BRITISH COLUMBIA, CANADA
• CURRENT PRACTICE OF PORTLAND CEMENT CONCRETE PAVEMENT TEXTURING
• DETECTION OF NONRESILIENT BEHAVIOR IN PAVEMENTS WITH A FALLING-WEIGHT DEFLECTOMETER
• DIRECT METHOD FOR EVALUATING STRUCTURAL NEEDS OF FLEXIBLE PAVEMENTS WITH FALLING-WEIGHT DEFLECTOMETER DEFLECTIONS
• DISCRETE AND CONTINUOUS DEFLECTION TESTING OF RUNWAYS AT HARTSFIELD ATLANTA INTERNATIONAL AIRPORT, GEORGIA
• FEASIBILITY OF BACKCALCULATION OF NONLINEAR FLEXIBLE PAVEMENT LAYER PARAMETERS FROM NONDESTRUCTIVE TESTING
• FRICTION TESTING METHOD FOR OPEN-GRATED STEEL BRIDGE DECKS
• IMPLEMENTATION OF AUTOMATED NETWORK-LEVEL CRACK DETECTION PROCESSES IN MARYLAND
• IMPLEMENTATION OF NEW RIDE QUALITY SPECIFICATION IN MARYLAND: INCENTIVE-BASED PROFILE SPECIFICATION
• MODELING STRESS- AND MOISTURE-INDUCED VARIATIONS IN PAVEMENT LAYER MODULI
• NETWORK PAVEMENT EVALUATION WITH FALLING-WEIGHT DEFLECTOMETER AND GROUND-PENETRATING RADAR
• PAVEMENT SURFACE MACROTEXTURE MEASUREMENT AND APPLICATIONS
• SMOOTH ENOUGH? ESTIMATED ROUGHNESS ON ROADS WITH LOW INTERNATIONAL ROUGHNESS INDEX VALUES
• USING THE ASPHALT PAVEMENT LAYER CONDITION ASSESSMENT PROGRAM: CASE STUDIES
• VARIATION OF PAVEMENT SMOOTHNESS BETWEEN ADJACENT LANES: IMPLICATIONS FOR PERFORMANCE-BASED CONTRACTING
• VISCOELASTIC, VISCOPLASTIC, AND DAMAGE MODELING OF ASPHALT CONCRETE IN UNCONFINED COMPRESSION