Empirical Acoustic Model for Asphalt Surface Mixes

In this paper, an empirical acoustic model was developed for four asphalt surface mixes, including conventional dense-graded asphalt concrete (DGAC), open-graded asphalt concrete (OGAC), rubberized open-graded asphalt concrete (RAC-O), and rubberized gap-graded asphalt concrete (RAC-G). Tire/pavemen...

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Main Authors: Bin Yu, Qing Lu
Format: Article
Language:English
Published: RTU Press 2013-09-01
Series:The Baltic Journal of Road and Bridge Engineering
Subjects:
Online Access:https://bjrbe-journals.rtu.lv/article/view/3564
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spelling doaj-384d8973b2c44ab98c229cdeb41acae82020-11-25T03:51:36ZengRTU PressThe Baltic Journal of Road and Bridge Engineering1822-427X1822-42882013-09-018315115710.3846/bjrbe.2013.191973Empirical Acoustic Model for Asphalt Surface MixesBin Yu0Qing Lu1School of Transportation, Southeast University, Nanjing, 210096 Jiangsu, ChinaDept of Civil and Environmental Engineering, University of South Florida, 4202 E. Fowler Avenue, Tampa, 33620 FL, USAIn this paper, an empirical acoustic model was developed for four asphalt surface mixes, including conventional dense-graded asphalt concrete (DGAC), open-graded asphalt concrete (OGAC), rubberized open-graded asphalt concrete (RAC-O), and rubberized gap-graded asphalt concrete (RAC-G). Tire/pavement noise data were collected and converted from in-service flexible pavements using an on-board sound intensity (OBSI) method, for four consecutive years. Because the panel structured noise data contain potential violations to basic assumptions of ordinary least square models, several econometric techniques were used to address the violations and develop rational models. Specifically, instrumental variables and a multinomial logit (MNL) model were used to address endogeneity, and a two-way randomeffect model was used to capture the unobserved heterogeneity. The estimated model suggests that tire/pavement noise increases with pavement age and mean profile depth (MPD), and decreases with air-void content of surface mixes. The noise levels of the four asphalt surface mixes rank as: RAC-O < OGAC < RAC-G < DGAC.https://bjrbe-journals.rtu.lv/article/view/3564on-board sound intensityasphalt mixespanel dataeconometricsempirical modelnoise
collection DOAJ
language English
format Article
sources DOAJ
author Bin Yu
Qing Lu
spellingShingle Bin Yu
Qing Lu
Empirical Acoustic Model for Asphalt Surface Mixes
The Baltic Journal of Road and Bridge Engineering
on-board sound intensity
asphalt mixes
panel data
econometrics
empirical model
noise
author_facet Bin Yu
Qing Lu
author_sort Bin Yu
title Empirical Acoustic Model for Asphalt Surface Mixes
title_short Empirical Acoustic Model for Asphalt Surface Mixes
title_full Empirical Acoustic Model for Asphalt Surface Mixes
title_fullStr Empirical Acoustic Model for Asphalt Surface Mixes
title_full_unstemmed Empirical Acoustic Model for Asphalt Surface Mixes
title_sort empirical acoustic model for asphalt surface mixes
publisher RTU Press
series The Baltic Journal of Road and Bridge Engineering
issn 1822-427X
1822-4288
publishDate 2013-09-01
description In this paper, an empirical acoustic model was developed for four asphalt surface mixes, including conventional dense-graded asphalt concrete (DGAC), open-graded asphalt concrete (OGAC), rubberized open-graded asphalt concrete (RAC-O), and rubberized gap-graded asphalt concrete (RAC-G). Tire/pavement noise data were collected and converted from in-service flexible pavements using an on-board sound intensity (OBSI) method, for four consecutive years. Because the panel structured noise data contain potential violations to basic assumptions of ordinary least square models, several econometric techniques were used to address the violations and develop rational models. Specifically, instrumental variables and a multinomial logit (MNL) model were used to address endogeneity, and a two-way randomeffect model was used to capture the unobserved heterogeneity. The estimated model suggests that tire/pavement noise increases with pavement age and mean profile depth (MPD), and decreases with air-void content of surface mixes. The noise levels of the four asphalt surface mixes rank as: RAC-O < OGAC < RAC-G < DGAC.
topic on-board sound intensity
asphalt mixes
panel data
econometrics
empirical model
noise
url https://bjrbe-journals.rtu.lv/article/view/3564
work_keys_str_mv AT binyu empiricalacousticmodelforasphaltsurfacemixes
AT qinglu empiricalacousticmodelforasphaltsurfacemixes
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