00968514

Component

https://doi.org/10.3141/1860-09

http://scholar.google.com...hang&publication_year=2003

The measurement of deflection characteristics is a key feature in the evaluation of pavements. Deflections are used to evaluate pavement moduli, relative stiffness, load transfer, and, when used periodically, a rate of deterioration and remaining life. The comprehensive deflection testing program conducted on Runways 9L/27R and 8R/26L, both jointed concrete pavements, at the Hartsfield Atlanta International Airport is described. A heavy-weight deflectometer was used to measure deflections at discrete locations on slab interiors, transverse joints, longitudinal joints, and slab corners. A rolling dynamic deflectometer was used to measure continuous deflection profiles along three longitudinal lines on both runways. Before fall 2001, all pavement deflection testing was performed using a falling-weight deflectometer. Comparisons of the equipment, loading mechanisms, and measured deflections are presented.

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

English

p. 76-89

2003

Transportation Research Record

0309085977

Figures (12) ; References (10)

Airport runways; Concrete pavements; Deflection; Deflection tests; Falling weight deflectometers

Hartsfield-Jackson Atlanta International Airport

Heavy weight deflectometers; Rolling dynamic deflectometers

Aviation; Design; Highways; Pavements; Terminals and Facilities; 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
• 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
• PREDICTION OF REMAINING LIFE OF ASPHALT PAVEMENT WITH FALLING-WEIGHT DEFLECTOMETER MULTILOAD-LEVEL DEFLECTIONS
• 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