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Modelling Asphalt Overlay As-Built Roughness Based on Profile Transformation-Case for Paver Using Automatic Levelling
Rodrigo Díaz-Torrealba1, José Ramón Marcobal1, Juan Gallego1
1Departamento de Ingeniería del Transporte, Territorio y Urbanismo, Universidad Politécnica de Madrid, 28040 Madrid, Spain.
Predicting pavement smoothness is crucial for road engineering. This study enhances a model for predicting as-built International Roughness Index (IRI) in asphalt overlays, incorporating automatic screed control for improved accuracy.
Area of Science:
- Pavement Engineering
- Civil Engineering
- Transportation Engineering
Background:
- As-built pavement roughness is a key indicator of service level and construction quality.
- Accurate prediction of as-built roughness aids pavement design and management.
- Previous models existed for wheeled pavers without automatic screed leveling.
Purpose of the Study:
- To further develop an existing as-built International Roughness Index (IRI) prediction model for asphalt overlays.
- To incorporate automatic screed control systems using long-distance averaging mobile references.
- To present the formulation of linear systems for a wheeled paver with contactless acoustic sensors.
Main Methods:
- The study builds upon a previous profile transformation-based IRI prediction model.
- It integrates an automatic screed control system with contactless acoustic sensors on a floating levelling beam.
- The model was calibrated using longitudinal profile data from the Long-Term Pavement Performance SPS-5 experiment.
Main Results:
- The enhanced model achieved a mean error of 0.17 m/km for predicted IRI.
- The results demonstrate the model's effectiveness with automatic screed control.
- The approach shows potential as a viable alternative for pavement roughness modeling.
Conclusions:
- The developed model effectively predicts as-built IRI for asphalt overlays with automatic screed control.
- This advancement offers a valuable tool for pavement design and quality assessment.
- The proposed approach represents a significant step forward in pavement engineering modeling.
Related Concept Videos
Design Example: Maintaining Level of an Embankment
Differential Leveling
Profile Leveling and Cross Sections
Influence of Earth's Curvature and Atmospheric Refraction on Leveling
Taping Over Different Ground Profiles
Common Leveling Mistakes and Errors

