By M. Stroup-Gardiner

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The result of this analysis provides a solid statistical base for an improved ADOT smoothness specification. Objectives of Paper This main objective of this paper is to describe the results of ADOT's 10-year use of an incentive-based specification for pavement smoothness and its effect on pavement construction smoothness. A statistical analysis of the smoothness data (years 1992 through 2000) is conducted to investigate the smoothness distribution and to compare the pavement smoothness of projects in different categories.

Measurement of Pavement Smoothness for Construction Quality Control, Report FHWA-AZ 92-217, Arizona Department of Transportation, Phoenix, AZ, Feb. 1992. , 1980. Sameh M. Zaghloul1 and Nicholas Vitillo2 Use of Automated Profilers to Replace NJDOT Rolling Straightedges Reference: Zaghloul, S. M. , "Use of Automated Profilers to Replace NJDOT Rolling Straightedges," Constructing Smooth Hot Mix Asphalt (HMA) Pavements, ASTM STP 1433, M. S. , American Society for Testing and Materials International, West Conshohocken, PA, 2003.

4 m] test sections were selected. Nine test ZAGHLOUL AND VITILLO ON NJDOT ROLLING STRAIGHTEDGES 47 sections out o f the 12 test sections were selected to satisfy the DOE requirements, while the remaining three sections were selected to verify the analysis results. RSE Simulation Analysis RSE computer simulation analysis was performed on the measured profiles. 048 m) straightedge over the measured profiles and calculating the deviation at the mid-point of the straightedge The step used to move the RSE forward was set equal to the sampling rate used in the data collection.

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