Nondestructive condition assessment criteria were developed for application in conjunction with the condition evaluation indicators that are estimated based on falling weight deflectometer (FWD) deflections. Data obtained from state departments of transportation and DATAPAVE 2.0 were used in developing these criteria. To account for the effects of pavement structure and temperature on FWD deflection analysis, structure and temperature correction procedures based on synthetic databases were applied. Also, a deflection prescreening procedure was established to identify and correct any irregular deflection basins potentially arising from measurement errors. All the calibrated predictive procedures, structure and temperature correction procedures, and prescreening algorithms were incorporated into the user-friendly deflection analysis program with graphical interface, Asphalt Pavement Layer Condition Assessment Program, or APLCAP.
New Condition Assessment Procedure for Asphalt Pavement Layers, Using Falling Weight Deflectometer Deflections
Transportation Research Record: Journal of the Transportation Research Board
Transportation Research Record: Journal of the Transportation Research Board ; 1806 , 1 ; 57-69
2002-01-01
Article (Journal)
Electronic Resource
English
British Library Conference Proceedings | 2005
|Transportation Research Record | 2002
|Transportation Research Record | 2005
|Transportation Research Record | 2005
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