Relationship between international roughness index (IRI) and present serviceability index (PSI)

A good road structure may help in reducing the number of accident. Wearing course is the top layer of road structure which is the layer that exposed to the vehicle tires and environment. The International Roughness Index (IRI) and Present Serviceability Index (PSI) are both index that can be used as...

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Main Author: Ab. Latif, Amminudin
Format: Thesis
Language:English
Published: 2009
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Online Access:http://eprints.utm.my/id/eprint/12285/6/AmminudinAbLatifMFKA2009.pdf
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spelling my-utm-ep.122852017-09-14T00:39:43Z Relationship between international roughness index (IRI) and present serviceability index (PSI) 2009-11-20 Ab. Latif, Amminudin TA Engineering (General). Civil engineering (General) A good road structure may help in reducing the number of accident. Wearing course is the top layer of road structure which is the layer that exposed to the vehicle tires and environment. The International Roughness Index (IRI) and Present Serviceability Index (PSI) are both index that can be used as indicators of road roughness and serviceability. IRI was measured by using the walking profilometer.PSI data was collected manually. Both IRI and PSI was measured along the 100 m section of road. This study only focused on one type of road which was asphaltic pavement located in UTM (University Teknologi Malaysia). The objectives of this study are to determine the IRI, PSI and relationship between IRI and PSI. The statistical analysis which is R2 value was used to evaluate the relationship between IRI and PSI. From this study, it was found that the IRI value increased when the PSI value is decreased. Mostly, the roughness of tested road for this study is unacceptable based on JKR (Jabatan Kerja Raya) Specification. While the PSI rating shows the tested road for this study is still in good condition. 2009-11 Thesis http://eprints.utm.my/id/eprint/12285/ http://eprints.utm.my/id/eprint/12285/6/AmminudinAbLatifMFKA2009.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering Joseph Lim Chai San and Zulkamal Hj.Supiah (2002) Emerging Paving Technologies for Road construction and maintenance, Fifth Malaysia Road Conference, Kuala Lumpur. Liu Wei, T.F.Fwa, M.ASCE, and Zhoa Zhe Wavelet Analysis and Interpretation of Road roughnesss, 2005 Technical Appendix, National Cooperative Research Programme (NCHRP) Report 308: Pavement Roughness and Rideability Field Evaluation, 1988. The Asphalt Handbook, Asphalt Institute, Manual Series No.4 (Ms-4) 1989 edition. Larry Anak Silas Tirau (2005). Evaluation of hot Mix Asphalt (HMA) Properties Compacted at Various Temperature. Degree of Master, UTM Skudai. Thomas D.Gillespie, PhD, University of Michigan Transportation Research Institute.Everything you always wanted to know about the IRI, but we Afraid to Ask. T.F. Fwa, The Handbook of Highway Engineering, 2006 Hass, R. Hudson, Q.R, and Zaniewski, J. 1994,’Modern Pavement Management ,Krieger Publishing Company, Malabar Florida. Jyh-Dong Lin, Jyh-Tyng yau, Liang-Hao Hsiao, (2003) Correlation Analysis Between International Roughness Index (IRI) and Pavement Distress by neural Network AUSTROADS Pavement Reference Group. (2001). PAT 01. Australia: AUSTROADS Pavement Reference Group. ARRB, Walking profiler G2, ARRB technology note, 2006.I-37 Walking profiler G2, ARRB technology user note, 2006. Yang H.Huang, Pavement Analysis and Design, 2004 Jabatan Kerja Raya, Design of Flexible Pavement, 2006 AASHTO, Guide for Design of Pavement Structure, 1993 Janoff, M.S.J.B, Nick, and D.S David Ketron. Pavement Roughness and Rideability, NCHRP Report 275, TRB,1985. Sayers, M.W Gillesspie T.D and Queiroz, C.A.V (1986). International Experiment to Establish Correlation and Standard Calibration method for Road roughness measurements. Sayers, M. (1985). Development, Implementation and Application of the Reference Quarter-Car Simulation. Al-Omari, B. and M.I Darter, 1994, Relationship between International Roughness Index and Present Serviceability Rating. Hall, K.T., C.E.C. Munoz, 1999, Estimation of Present Serviceability Index From International Roughness Index, Transportation Research Record 1655, Transportation research Board. Flexible Pavement Distress, http://training.ce.washington.edu
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
language English
topic TA Engineering (General)
Civil engineering (General)
spellingShingle TA Engineering (General)
Civil engineering (General)
Ab. Latif, Amminudin
Relationship between international roughness index (IRI) and present serviceability index (PSI)
description A good road structure may help in reducing the number of accident. Wearing course is the top layer of road structure which is the layer that exposed to the vehicle tires and environment. The International Roughness Index (IRI) and Present Serviceability Index (PSI) are both index that can be used as indicators of road roughness and serviceability. IRI was measured by using the walking profilometer.PSI data was collected manually. Both IRI and PSI was measured along the 100 m section of road. This study only focused on one type of road which was asphaltic pavement located in UTM (University Teknologi Malaysia). The objectives of this study are to determine the IRI, PSI and relationship between IRI and PSI. The statistical analysis which is R2 value was used to evaluate the relationship between IRI and PSI. From this study, it was found that the IRI value increased when the PSI value is decreased. Mostly, the roughness of tested road for this study is unacceptable based on JKR (Jabatan Kerja Raya) Specification. While the PSI rating shows the tested road for this study is still in good condition.
format Thesis
qualification_level Master's degree
author Ab. Latif, Amminudin
author_facet Ab. Latif, Amminudin
author_sort Ab. Latif, Amminudin
title Relationship between international roughness index (IRI) and present serviceability index (PSI)
title_short Relationship between international roughness index (IRI) and present serviceability index (PSI)
title_full Relationship between international roughness index (IRI) and present serviceability index (PSI)
title_fullStr Relationship between international roughness index (IRI) and present serviceability index (PSI)
title_full_unstemmed Relationship between international roughness index (IRI) and present serviceability index (PSI)
title_sort relationship between international roughness index (iri) and present serviceability index (psi)
granting_institution Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department Faculty of Civil Engineering
publishDate 2009
url http://eprints.utm.my/id/eprint/12285/6/AmminudinAbLatifMFKA2009.pdf
_version_ 1747814914292973568