The general requirements for reliable pavement prediction models are presented. Performance models are essential for efficient management of pavements. Experience has shown that they can best be derived from a data base of in-service pavements. The major requirements of a reliable model for predicting performance, herein defined as serviceability index and distress occurrence over time, are (a) an adequate data base built from in-service pavements, (b) the inclusion of all variables (including mechanistic variables) that significantly affect performance, and (c) an adequate functional form of the model that considers shape, nonlinearities, and interactions; meets boundary conditions; and provides reasonable sensitivity of variables. The model must also meet statistical criteria for precision (e.g., error of prediction, R squared and regression coefficients). (Author)
[1]
S H Carpenter,et al.
A PAVEMENT MOISTURE ACCELERATED DISTRESS (MAD) IDENTIFICATION SYSTEM, USERS MANUAL--VOLUME 2
,
1981
.
[2]
F. J. Anscombe,et al.
The Examination and Analysis of Residuals
,
1963
.
[3]
Joe P. Mahoney.
MEASURING PAVEMENT PERFORMANCE BY USING STATISTICAL SAMPLING TECHNIQUES
,
1979
.
[4]
Mohamed Y Shahin,et al.
DEVELOPMENT OF A PAVEMENT CONDITION RATING PROCEDURE FOR ROADS, STREETS, AND PARKING LOTS. VOLUME I. CONDITIONS RATING PROCEDURE
,
1979
.
[5]
F. N. David,et al.
LINEAR STATISTICAL INFERENCE AND ITS APPLICATION
,
1967
.