Transportation Research Record contains the following papers: Incorporating road safety into pavement management (Tighe, S, Li, N, Falls, LC and Haas, R); Developing a quantitative rating system for continuously reinforced concrete pavement (Wu, SS); Artificial neural network for enhancing selection of pavement maintenance strategy (Abdelrahim, A and George, KP); Development of pavement type evaluation procedure for Texas Department of Transportation (Beg, MA, Zhang, Z and Hudson, WR); Using pavement management system concepts to determine the cost and impact of utility trenching on an urban road network (Lee, SQS and Lauter, KA); Planning and implementation of a management system for utility cuts (Arudi, R, Pickering, B and Flading, J); Road user cost models for network-level pavement management (Vadakpat, G, Stoffels, S and Dixon, K); Applying economic concepts from life-cycle cost analysis to pavement management analysis (Zimmerman, KA, Smith, KD and Grogg, MG); Public perceptions of Wisconsin pavements and trade-offs in pavement improvement (Robinson, RK, Kuemmel, DA, Sonntag, RC, Shober, SF and Griffin, RJ); Structured approach to managing quality of pavement distress data : Virginia department of transportation experience (Larson, CD, Sami, N and Luhr, DR); Proposed pavement performance models for local government agencies in Michigan (Silva, F, Van Dam, TJ, Bulleit, WM and Ylitalo, R); Using duration models to analyze experimental pavement failure data (Prozzi, JA and Madanat, SM); Forecasting of pavement crack performance with adaptive filter model (Lou, Z, Lu, JJ, Gunaratne, M and Dietrich, B); Solution of pavement deterioration equations by genetic algorithms (Shekharan, AR); Investigation of relationship between roughness and pavement surface distress based on Westrack Project (Mactutis, JA, Alavi, SH and Ott, WC); Mechanistic roughness model based on vehicle-pavement interaction (Saleh, MF, Mamlouk, MS and Owusu-Antwi, EB); Evaluation of relationship between profilograph and profile-based roughness indexes (Fernando, EG); Evaluation of accuracy of surface profilers (Fernado, EG); Simulation model for calculating pavement temperatures including maximum temperature (Hermansson, A): Laboratory calibration and in situ measurements of moisture by using time-domain reflectometry probes (Diefenderfer, BK, Al-Qadi, IL and Loulizi, A); Accuracy of weather data in long-term pavement performance program database (Wu, CL, Rada, GR, Lopez, A and Fang, Y); Early evaluation of long-term pavement performance specific pavement studies-2, Colorado (Suthahar, N, Ardani, A and Morian, DA).