New condition assessment procedure for asphalt pavement layers, using falling weight deflectometer deflections.

Author(s)
Xu, B. Ranjithan, S.R. & Kim, Y.R.
Year
Abstract

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.

Request publication

1 + 6 =
Solve this simple math problem and enter the result. E.g. for 1+3, enter 4.

Publication

Library number
C 29320 (In: C 29313 S [electronic version only]) /22 /23 / ITRD E821816
Source

In: Assessing and evaluating pavements 2002, Transportation Research Record TRR 1806, p. 57-69, 10 ref.

Our collection

This publication is one of our other publications, and part of our extensive collection of road safety literature, that also includes the SWOV publications.