Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements

The raw data here are used to calculate the AHPM (“Averaged Aggregate Hardness Parameter”) parameters of pavement surfaces and to determine their capacity of skid resistance in the long term. They are composed by: • the type of aggregates and their proportions by volume in each pavement, • the calcu...

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Main Authors: Malal Kane, Vikki Edmondson
Format: Article
Language:English
Published: Elsevier 2020-08-01
Series:Data in Brief
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2352340920307435
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spelling doaj-024f2153a8de4a8da0c42bbe11b3b4732020-11-25T02:59:25ZengElsevierData in Brief2352-34092020-08-0131105849Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavementsMalal Kane0Vikki Edmondson1Université Gustave Eiffel, Campus de Nantes, Allée des Ponts et Chaussées, 44340 Bouguenais, France; Corresponding author.Northumbria University, Civil Engineering, Engineering & Environment, Newcastle upon Tyne, NE1 8ST, United KingdomThe raw data here are used to calculate the AHPM (“Averaged Aggregate Hardness Parameter”) parameters of pavement surfaces and to determine their capacity of skid resistance in the long term. They are composed by: • the type of aggregates and their proportions by volume in each pavement, • the calculation of the Aggregate Hardness Parameter (AHP) and • the determined AHP of each of the pavements.After the calculation of this parameter and with the help of analytical functions that we recall below, the skid Resistance capacity of that asphalt surfacing in the long term will be deduced. This long-term skid resistance value corresponds to that determined in the test with the Wehner Shulz machine.The reader is invited to read the paper entitled Long-Term Skid Resistance of Asphalt Surfacings and Aggregates’ Mineralogical Composition: Generalisation to Pavements made of Different Aggregate Types referenced WEA203339 [1].http://www.sciencedirect.com/science/article/pii/S2352340920307435Long-term skid resistanceAsphalt surfacingsAggregates mineralogical compositionPetrographic natureAggregates typesAveraged Aggregate Hardness Parameter
collection DOAJ
language English
format Article
sources DOAJ
author Malal Kane
Vikki Edmondson
spellingShingle Malal Kane
Vikki Edmondson
Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements
Data in Brief
Long-term skid resistance
Asphalt surfacings
Aggregates mineralogical composition
Petrographic nature
Aggregates types
Averaged Aggregate Hardness Parameter
author_facet Malal Kane
Vikki Edmondson
author_sort Malal Kane
title Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements
title_short Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements
title_full Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements
title_fullStr Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements
title_full_unstemmed Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements
title_sort aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements
publisher Elsevier
series Data in Brief
issn 2352-3409
publishDate 2020-08-01
description The raw data here are used to calculate the AHPM (“Averaged Aggregate Hardness Parameter”) parameters of pavement surfaces and to determine their capacity of skid resistance in the long term. They are composed by: • the type of aggregates and their proportions by volume in each pavement, • the calculation of the Aggregate Hardness Parameter (AHP) and • the determined AHP of each of the pavements.After the calculation of this parameter and with the help of analytical functions that we recall below, the skid Resistance capacity of that asphalt surfacing in the long term will be deduced. This long-term skid resistance value corresponds to that determined in the test with the Wehner Shulz machine.The reader is invited to read the paper entitled Long-Term Skid Resistance of Asphalt Surfacings and Aggregates’ Mineralogical Composition: Generalisation to Pavements made of Different Aggregate Types referenced WEA203339 [1].
topic Long-term skid resistance
Asphalt surfacings
Aggregates mineralogical composition
Petrographic nature
Aggregates types
Averaged Aggregate Hardness Parameter
url http://www.sciencedirect.com/science/article/pii/S2352340920307435
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