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Unsealed Road Deterioration
Christopher R. Bennett Director - Data Collection Ltd. The World Bank
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Roughness and Gravel Thickness
Roughness Function of: - Daily Traffic - Grading Frequency - Material Properties - Rainfall - Rise & Fall and Curvature Maximum Roughness Minimum Roughness Gravel Function of: - Daily Traffic - Material Properties - Rainfall - Rise & Fall and Curvature
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Minimum and Maximum Roughness
100 ADT 365 Days Gradings 1095 Days Gradings 10 ADT 365 Days Gradings 100 ADT 30 Days Gradings 400 ADT
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Rural Transport Infrastructure Notes
RT1 - Typical Unpaved Roads: Roughness Predicted by the HDM-III Model RT2 - Unpaved Roads: Roughness Estimation by Subjective Evaluation RT3 - Paving of Unpaved Roads: Economically Justified Paving Costs
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DETOUR Model The Deterioration of Unpaved Roads Model (DETOUR) implements in MS-Excel the road deterioration relationships for unpaved roads of the Highway Development and Management Model (HDM-4) and is designed primarily for engineered unpaved roads, of either gravel or earth surfacing.
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RED Model The Roads Economic Decision Model (RED ) is a customized MS-Excel model for the economic evaluation of low volume roads.
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