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Journal articles on the topic 'Pavement condition survey'

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

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1

Zafar, Muhammad Saleem, Syed Naveed Raza Shah, Muhammad Jaffar Memon, Touqeer Ali Rind, and Muhammad Afzal Soomro. "Condition Survey for Evaluation of Pavement Condition Index of a Highway." Civil Engineering Journal 5, no. 6 (2019): 1367–83. http://dx.doi.org/10.28991/cej-2019-03091338.

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Pavements are major means of highway infrastructure. Maintenance and rehabilitation of these pavements for the required serviceability is a routine problem faced by highway engineers and organizations. Improvement in road management system results in reduction of time and cost, the pavement condition survey plays a big role in the pavement management. The initial phase in setting up a pavement management system (PMS) is road network identification. A vital element of a PMS is the capacity to assess the present condition of a pavement network and anticipation of future condition. The pavement c

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2

Kartika Novianti, P., Ary Setyawan, and F. Pungky Pramesti. "Evaluation of Road Functional Performance Using Pavement Condition Index (PCI) and International Roughness Index (IRI) Methods Using Hawkeye (Case Study: Demak Ring Road, Central Java Province)." IOP Conference Series: Earth and Environmental Science 1381, no. 1 (2024): 012035. http://dx.doi.org/10.1088/1755-1315/1381/1/012035.

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Abstract The condition of the road pavement can be judged from the functional performance by measuring the surface condition of the pavement and the value of surface roughness. Pavement surface condition measurements are usually carried out using the Pavement Condition Index (PCI) survey method. While the measurement of surface roughness values is usually carried out with the Roughness survey method so that the International Roughness Index (IRI) is obtained. This study tries to evaluate the value of a pavement condition by reviewing functional performance to identify the value of the pavement

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3

Sudirman Latjemma. "Analysis of the Damage Level of the Road Pavement Surface with the Surface Distress Index (SDI) Method as a Basis for Road Maintenance." Formosa Journal of Sustainable Research 2, no. 6 (2023): 1471–98. http://dx.doi.org/10.55927/fjsr.v2i6.4714.

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Pavement is the main structure of road construction where the pavement management system is required to determine the condition of the road pavement structure. Factors that can affect road pavements are weather, traffic, construction implementation, pavement design, and maintenance. Each layer of pavement has a design life and with increasing pavement design life, the road condition will gradually decrease until it reaches a level that must be repaired. The research was carried out by observing the condition of the damaged road pavement, using the Surface Distress Index (SDI) method, based on

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Pramesti, Florentina Pungky, Ary Setyawan, Muhamad Calvin Octavian, Aditya Putra Muhammad Zein, Kholid Ma’sum Safe’i, and Kartika Novianti Parnaningrum. "Can We Predict the Roughness Index (IRI) of a Road Based on its Pavement Condition Index (PCI)?" E3S Web of Conferences 445 (2023): 01015. http://dx.doi.org/10.1051/e3sconf/202344501015.

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Road damages might affect pavement condition which leads to reducing the remaining service life of the pavement. Two methods widely known to measure the pavement condition are among others: the Pavement Condition Index (PCI) and the International Roughness Index (IRI). Both intended to measure the functional condition of the pavement. This study aims to show the relationship between PCI and IRI, hence the road roughness can be predicted from on-foot survey measurements. It will start by collecting the distress and its severity parameter as well as the roughness of 6 road sections using Hawkeye

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5

Togatorop, Edison Pardamean, Ahmad Perwira Mulia Tarigan, and Emma Patricia Bangun. "Pemodelan Kondisi Perkerasan Jalan dengan Metode Probabilistik Rantai Markov." Jurnal Syntax Admiration 4, no. 3 (2023): 377–93. http://dx.doi.org/10.46799/jsa.v4i3.553.

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Road pavements are an important part of transportation infrastructure and require regular maintenance. This study aimed to model the condition of road pavement by the probabilistic method of Markov chains. The method used in this study is a literature study and data collection from a survey of road pavement conditions in the field. Data analysis was performed using the Markov chain probabilistic method, which can be used to model changes in pavement conditions over time. The results showed that the Markov chain probabilistic method can be used to model changes in pavement conditions with high

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6

Jiang, Y., M. I. Darter, and E. Owusu-Antwi. "Analysis of Current State Rigid Pavement Design Practices in the United States." Transportation Research Record: Journal of the Transportation Research Board 1525, no. 1 (1996): 72–82. http://dx.doi.org/10.1177/0361198196152500108.

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Current portland cement concrete pavement design practices and the key concrete pavement design features used by state highway agencies in the United States are summarized. This information was obtained from a comprehensive survey conducted in 1994 and 1995 under an NCHRP project. Pavement types, design methodologies, and reliability levels are included, along with many design inputs. Parameters that the states use to characterize pavement site conditions, including climate, subgrade, and traffic conditions, are given. The designed concrete slab thicknesses for different site condition combina

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Isradi, Muhammad, Joewono Prasetijo, Thomas Setiabudi Aden, and Andri Irfan Rifai. "Relationship of present serviceability index for flexible and rigid pavement in urban road damage assessment using pavement condition index and international roughness index." E3S Web of Conferences 429 (2023): 03012. http://dx.doi.org/10.1051/e3sconf/202342903012.

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Functional and structural failures in the pavement structure can be distinguished. The Road state Value measures the functional state of road pavements in managing flexible and stiff pavements for urban roadways in Indonesia. The pavement condition assessment is based on the unevenness of the pavement surface, rutting, and direct surface damage. This research aims to assess the worth of road damage on flexible and rigid pavements and establish a special relationship between Present Serviceability, International Roughness, and Pavement Condition Index. Direct observation in the field is utilize

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Youssef, Medhat Abdelrahman, and Abdelbary Altayb Elbasher. "Optimal Maintenance Works for the Aborshada Road in the Western Region of Libya." Slovak Journal of Civil Engineering 22, no. 3 (2014): 37–44. http://dx.doi.org/10.2478/sjce-2014-0016.

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Abstract In this research, the condition of a road pavement was investigated for the Aborshada Road in the Gharian region of Libya to determine the optimal maintenance works. Previously, a simple engineering judgment was the only procedure followed by the Gharian municipal engineers for evaluating pavements and prioritizing maintenance. The surface condition of the Aborshada Road pavement was investigated using “the Pavement Condition Index (PCI)” visual technique. The pavement was inspected to survey the different distresses in each sample unit. Ninteen pavement distresses were classified acc

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9

Lea, Jeremy D., John T. Harvey, and Ester Tseng. "Aggregating and Modeling Automated Pavement Condition Survey Data for Flexible Pavements for Use in Pavement Management." Transportation Research Record: Journal of the Transportation Research Board 2455, no. 1 (2014): 89–97. http://dx.doi.org/10.3141/2455-10.

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10

Abd Al-Hassan, Sarah, and Haider H. Aodah. "Utilizing GIS Application to Evaluate Pavement Condition Index: Case Study In Nasiriya City." University of Thi-Qar Journal for Engineering Sciences 12, no. 1 (2022): 159–63. http://dx.doi.org/10.31663/tqujes.12.1.424(2022).

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In all Countries, road pavements are recognized as one of the most critical structural components. Attention must be paid to the management of maintenance work and its timely execution in order to keep the pavement in good conditions and acceptable service level. Pavement distress check is very beneficial to the capabilities of Pavement Management Systems (PMS). The objective of this research is to connect the PAVER software database to A GIS software in order to perform spatial analysis of pavement condition and develop location-related heat distress maps based on Pavement Condition Index (PC

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11

Dossey, Terry, Mauricio Ruiz, and B. Frank Mccullough. "Development of Jointed Concrete Pavement Database for State of Texas." Transportation Research Record: Journal of the Transportation Research Board 1525, no. 1 (1996): 97–106. http://dx.doi.org/10.1177/0361198196152500111.

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A jointed concrete pavement database was developed as part of a pavement information management system for Texas. Topics discussed include the identification of variables, a statewide selection of pavement projects using an experimental factorial design, and the collection of performance information through a visual condition survey. A preliminary distress index for jointed pavements is also presented. In this analysis, the distress variables collected in the field are reduced to a single performance value and related statistically to the various design variables of the pavement projects inves

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Zhou, Haiping, Zhongren Wang, Robert Sherrick, and Scott Mathison. "Development of a QC/QA Process for Caltrans Automated Pavement Condition Survey Data." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 1 (2019): 193–204. http://dx.doi.org/10.1177/0361198118821374.

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The California Department of Transportation (Caltrans) awarded a contractor a three-year contract to collect, analyze, and report pavement condition of the state highway system for 2018 and 2019 using automated pavement condition survey (APCS). The contract covers 12 Caltrans districts with roughly 52,000 lane miles of on-system roadways and 6,000 lane miles of off-system roadways. Before investing significant resources on statewide APCS data collection, Caltrans and the contractor initiated a pilot study. The purpose is to establish a workable process for data quality control (QC) and quality

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13

Sharma, Tarun, and Sandeep Singh. "Traffic Study and Analysis of Highway (NH5) from Balongi to Kharar." IOP Conference Series: Earth and Environmental Science 889, no. 1 (2021): 012054. http://dx.doi.org/10.1088/1755-1315/889/1/012054.

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Abstract Evaluation of in service pavements is very vital for keeping them in good serviceable condition because pavements deteriorate with age and traffic loading. To get a complete idea of the existing condition of any pavement both structural and functional evaluation are necessary. This study aims to investigate the accidental spots, traffic volume, and pavement condition. For this survey, the location of Kharar was chosen i.e. Balongi to Kharar Bus-Stand of 7 km stretch. The road initiates with intersection near Kharar bus stand and passes through many in between intersections near Sunny

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14

McQueen, Jason M., and David H. Timm. "Statistical Analysis of Automated versus Manual Pavement Condition Surveys." Transportation Research Record: Journal of the Transportation Research Board 1940, no. 1 (2005): 54–62. http://dx.doi.org/10.1177/0361198105194000107.

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The Alabama Department of Transportation (ALDOT) has used a vendor to perform automated pavement condition surveys for the Alabama pavement network since 1997. In 2002, ALDOT established a quality assurance (QA) program to check the accuracy of the automated pavement condition data. The QA program revealed significant discrepancies between manual and automatically collected data. ALDOT uses a composite pavement condition index called pavement condition rating (PCR) in its pavement management system. The equation for PCR was developed in 1985 for use with manual pavement condition surveys; howe

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15

El atrash, Khlifa Saad, and Gabriel J. Assaf. "EVALUATING FACTORS INFLUENCING ASPHALT ROAD CONSTRUCTION QUALITY IN HIGH TEMPERATURE CONDITION (CASE STUDY)." Journal of Civil Engineering, Science and Technology 10, no. 1 (2019): 75–81. http://dx.doi.org/10.33736/jcest.1203.2019.

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Libya use a volumetric analysis in designing asphalt mixtures, which can also be upgraded in hot weather. However, the condition of some roads was further down than the required level. Rutting is one of the major defects that occur in asphalt pavements in the southern desert of Libya and severely influence the drive-ability. A questionnaire surveys and laboratory experiments were performed for a few mixes under representative temperature and traffic load. In laboratory, rutting test conducted on two different asphalt mixtures. The first mix used an asphalt binder B (60/70) at optimum bitumen c

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16

Di Mascio, Paola, Antonella Ragnoli, Silvia Portas, and Marco Santoni. "Monitor Activity for the Implementation of a Pavement—Management System at Cagliari Airport." Sustainability 13, no. 17 (2021): 9837. http://dx.doi.org/10.3390/su13179837.

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The conditions of airport movement-area pavements play a primary role on safety and regularity of airport operations; for this reason, the aerodrome operator needs to periodically survey their condition and provide their maintenance and rehabilitation in order to ensure the required operational characteristics. To meet these needs efficiently and effectively, the Airport Pavement-Management System (APMS) has proved to be a strategic tool to support decisions, aimed at defining a technically and economically sustainable management plan. This paper aims to investigate the theoretical elements an

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17

Yvonne, Robert, Osano Simpson Nyambane, and Sixtus Kinyua Mwea. "Surface Condition Survey of The Thika-Magumu Road Pavement." East African Journal of Engineering 6, no. 1 (2023): 36–47. http://dx.doi.org/10.37284/eaje.6.1.1101.

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In developing countries, large sums of money are spent annually to enhance and maintain road networks as allocated by road authorities. The need of road users in most countries all over the world is to have safe, economic, and smooth roads despite pressure on road authorities to further reduce expenditure. Money allocation for road infrastructure is among the many priorities competing for government funds, thus causing the pressure. The objective of this thesis was to evaluate the performance of the Thika-Magumu road, identify the defects on the pavement, and finally find the best remedy for t

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18

Bryce, James, Richard Boadi, and Jonathan Groeger. "Relating Pavement Condition Index and Present Serviceability Rating for Asphalt-Surfaced Pavements." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 3 (2019): 308–12. http://dx.doi.org/10.1177/0361198119833671.

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In response to the two latest transportation funding authorization bills, the Moving Ahead for Progress in the 21st Century Act and the Fixing America’s Surface Transportation Act, rules that require the reporting of specific pavement condition measures have been developed and encoded into federal regulation. Pavement performance rules published to the federal register require the reporting of the International Roughness Index (IRI), percent cracking, rutting (for asphalt-surfaced pavements) and faulting (for jointed concrete pavements). Allowing that the measurement of the IRI on pavements wi

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19

Paplauskas, Paulius, Audrius Vaitkus, and Rūta Simanavičienė. "Road Pavement Condition Index Deterioration Model for Network-Level Analysis of National Road Network Based on Pavement Condition Scanning Data." Baltic Journal of Road and Bridge Engineering 18, no. 3 (2023): 70–101. http://dx.doi.org/10.7250/bjrbe.2023-18.609.

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Surveying the condition of the pavement is one of the most important processes in managing the road network. The information collected during these surveys allows for the calculation of the Pavement Condition Index, which is a derivative cumulative qualitative indicator that evaluates various pavement characteristics and defects. Deterioration modelling of these measured indicators and calculated indices is a critical element and its most accurate prediction brings the process of pavement management closer to a higher quality process by more efficiently allocating funds and repair work. Many d

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Aljubory, Ahmed, Teba Tariq Khaled, Ali Jabbar Kadhim, Mohd Fazaulnizam Bin Shamsudin, Andrew Minto, and Rwayda Kh S. Al-Hamd. "Leveraging Maintenance Management Techniques to Evaluate Pavement Condition Index: Central Iraq Highway System." Journal of Engineering and Sustainable Development 29, no. 2 (2025): 198–208. https://doi.org/10.31272/jeasd.2544.

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The objective of this paper is to evaluate the maintenance strategies applied to the Latifiya-Musayib highway section to improve the pavement condition that significantly deteriorated due to military operations during and after the third Gulf War. The functional evaluation measured the Pavement Condition Index (PCI) every five years. The measurement relied on a visual survey of the pavement surface by examining different types of distress that varied in severity. PCI values measured from 2005 to 2015 indicated that the pavement surface could be considered satisfactory according to standard and

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Singh, Nikhil A., Kaushal Kishore, Ravin N. Deo, Ye Lu, and Jayantha Kodikara. "Automated Segmentation Framework for Asphalt Layer Thickness from GPR Data Using a Cascaded k-Means - DBSCAN Algorithm." Journal of Environmental and Engineering Geophysics 27, no. 4 (2022): 179–89. http://dx.doi.org/10.32389/jeeg22-019.

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Timely monitoring of pavement sub-surface layer thickness and condition evaluation is essential to ensure stable pavement performance and safety under heavy traffic loading. In addition, accurate estimation of pavement layer thicknesses is required for condition evaluation, overlay design/ quality control assurance, and structural capacity evaluation of existing pavements to predict its remaining service life. Traditionally this vital information is ascertained through coring/drilling and visual inspections. In contrast to these current techniques, ground-penetrating radar (GPR) is a non-destr

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Pooja, Kherudkar, and A. Hedaoo Namdeo. "Examine the Underlying Causes of Flexible Pavement Deteriorations, Methods of Maintenance and Pavement Condition Rating." International Journal of Engineering and Advanced Technology (IJEAT) 10, no. 4 (2021): 228–38. https://doi.org/10.35940/ijeat.D2518.0410421.

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In India, the deterioration of asphalt pavement is a major issue in the road and highway sectors. It may occur due to a variety of factors such as premature aging, improper mix design, inadequate construction, and material quality, the improper structure design of pavement considering traffic, and a lack of preventive maintenance, among others. There are many types of distress in asphalt pavements known as disintegration (raveling, and potholes), fracture (spalling and cracking), and distortion (slippage deformation of permanent). This research aims to perform a physical survey for distress an

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Wadalkar, Shruti, Ravindra K. Lad, and Rakesh K. Jain. "Performance Assessment of Flexible Pavements: Fuzzy Evidence Theory Approach." Civil Engineering Journal 6, no. 8 (2020): 1492–502. http://dx.doi.org/10.28991/cej-2020-03091562.

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Pavement performance evaluation is one of the most important steps of the pavement management system. It consists of identifying pavement condition according to various distresses occurs in the pavement surface. Data collection in performance assessment of road is done in several ways. An attempt has been made to address the problem and a new formalism is proposed for performance assessment of flexible pavements. Vagueness in the perception of expert for performance assessment of pavement based on techno-scientific parameters in linguistic terms for the domain base usage coupled with impressio

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Chou, Chia-pei J., and Tz-kai Liau. "Development of Automated Algorithms for Pavement Condition Survey." Transportation Research Record: Journal of the Transportation Research Board 1536, no. 1 (1996): 103–9. http://dx.doi.org/10.1177/0361198196153600115.

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Image processing and analysis techniques have been successfully applied to the evaluation of some types of pavement surface distress, including longitudinal, transverse, and alligator cracking. Many efforts have been made to develop automated evaluation for other types of distress patterns, but, due to the complexities of these distress types, the results were not as positive as for those distresses mentioned above. The main objectives are to develop image segmentation and classification methods to isolate distress features, and to develop the back-propagation neural network model to recognize

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Astor, Yackob, Yasuyuki Nabesima, Retno Utami, Atmy Verani Rouly Sihombing, Muhammad Adli, and Muhammad Rizki Firdaus. "Unmanned aerial vehicle implementation for pavement condition survey." Transportation Engineering 12 (June 2023): 100168. http://dx.doi.org/10.1016/j.treng.2023.100168.

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Kherudkar*, Ms Pooja, and Dr Namdeo A. Hedaoo. "Examine the Underlying Causes of Flexible Pavement Deteriorations, Methods of Maintenance and Pavement Condition Rating." International Journal of Engineering and Advanced Technology 10, no. 4 (2021): 228–38. http://dx.doi.org/10.35940/ijeat.d2518.0410421.

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In India, the deterioration of asphalt pavement is a major issue in the road and highway sectors. It may occur due to a variety of factors such as premature aging, improper mix design, inadequate construction, and material quality, the improper structure design of pavement considering traffic, and a lack of preventive maintenance, among others. There are many types of distress in asphalt pavements known as disintegration (raveling, and potholes), fracture (spalling and cracking), and distortion (slippage deformation of permanent). This research aims to perform a physical survey for distress an

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Ding, Jing, and Sang Luo. "A Sixteen-Year Review of Condition Survey and Analysis of Steel Deck Pavement on Jiangyin Yangtze River Bridge." Materials Science Forum 873 (September 2016): 91–95. http://dx.doi.org/10.4028/www.scientific.net/msf.873.91.

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To obtain a complete picture of the steel deck pavement condition on Jiangyin Yangtze River Bridge, an on-site survey for different pavement structures was conducted to collect information regarding traffic volume and extents of pavement distresses, including gussaphalt pavement, gussasphalt lower plus epoxy asphalt above pavement and double-layer epoxy asphalt pavement. The pavement performance under the combination of heavy truck loading and extreme climate condition was discussed to summarize the technology requirements of orthotropic steel deck pavement. The research findings provide refer

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Fox-Ivey, Richard, John Laurent, and Benoit Petitclerc. "Enriching Existing 3D Pavement Condition Survey Datasets to Support Paving Project Cost Estimates, Project Planning, Designs, and Automated Machine Guidance." Transportation Research Record: Journal of the Transportation Research Board 2676, no. 4 (2021): 637–48. http://dx.doi.org/10.1177/03611981211064280.

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State departments of transportation (DOTs) typically perform annual pavement condition inspections, which serve as an important input into pavement management systems (PMS) software. Road surface defects (cracking, rutting, smoothness, etc.) are analyzed by PMS software to model the deterioration of pavements and to make budget and performance-based recommendations about which roads to maintain and how and when to maintain them. Increasingly at the state DOT level, these data are captured using high-speed 3D lasers (laser triangulation systems) that acquire the 3D shape of the road surface to

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Isradi, Muhammad, Joewono Prasetijo, Andri Irfan Rifai, Heru Andraiko, and Guohui Zhang. "The Prediction of Road Condition Value during Maintenance Based on Markov Process." International Journal on Advanced Science, Engineering and Information Technology 14, no. 3 (2024): 1083–90. http://dx.doi.org/10.18517/ijaseit.14.3.19475.

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The first step in the road handling effort is to survey to get an accurate road condition value to take correct action in implementing maintenance. As pavement performance is known to be probabilistic, various levels of uncertainty must be assumed. Modern pavement management methods are ineffective without an effective model to predict pavement performance. Discrete-time Markov chains are the most widely used probabilistic models, and examples from different countries worldwide can be found in pavement management systems. This research aims to predict the value of road conditions during mainte

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Moody, Eric D. "Transverse Cracking Distress in Long-Term Pavement Performance Jointed Concrete Pavement Sections." Transportation Research Record: Journal of the Transportation Research Board 1629, no. 1 (1998): 6–12. http://dx.doi.org/10.3141/1629-02.

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Transverse cracking is one of the more common distress manifestations in jointed concrete pavements. While the extent of transverse cracking is largely related to the specified joint spacing, there are several other primary design variables and distress mechanisms that can cause varying degrees of transverse cracking. These primary mechanisms and their associated variables are well-documented in the literature. However, all of these mechanisms often work on the pavement simultaneously over many years and, as a result, it has historically been difficult to calibrate prediction models with field

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Zakaria, Mohamed H., Amal Al-Ayaat, and Sayed Shwaly. "Impact of Road Humps on the Pavement Surface Condition." Civil Engineering Journal 05, no. 06 (2019): 1314–26. https://doi.org/10.28991/cej-2019-03091334.

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In order to fight against over-speeding, the government and people in Egypt resorted to the installation of speed humps without adequate studies. On this basis, speed humps became widespread in most of the Egyptian roads in a semi-random way. It has been observed that the pavement condition of the roads has deteriorated in the vicinity of these humps. For impact assessment of speed humps on the pavement condition index (PCI), three roads link Kafr El-Sheikh city with three major towns in Kafr El-Sheikh governorate were selected to conduct PCI survey. The results indicated that the presence of

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Syamkumar, Arnepalli, Kamineni Aditya, and Venkaiah Chowdary. "Development of Mode-Wise Noise Prediction Models for the Noise Generated Due to Tyre-Pavement Surface Interaction." Advanced Materials Research 723 (August 2013): 50–57. http://dx.doi.org/10.4028/www.scientific.net/amr.723.50.

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The main objective of this study is to evaluate the noise generated due to tyre-pavement surface interaction for various modes and to develop a noise prediction model for each mode by taking into account various factors affecting the noise generation. Eight asphalt pavement and four cement concrete pavement stretches were selected for measurement of the noise. Tyre-pavement interaction noise was measured using controlled pass-by method by eliminating the noise generated from engine and the vehicle exhaust systems. Noise levels were measured as a function of vehicle type, vehicle speed, loading

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Kiende, Kirima Doreen, Simpson Nyambane Osano, and Sixtus Kinyua Mwea. "Evaluation of Performance of Pavement Founded on the Reinforced Earth Sections along Outer Ring Road, Nairobi." East African Journal of Engineering 6, no. 1 (2023): 1–15. http://dx.doi.org/10.37284/eaje.6.1.1037.

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There are no existing local design manuals and construction guidelines for reinforced earth structures in Kenya. The objective of this study was to evaluate the performance of the pavement found on reinforced earth sections along Outer Ring Road. The structural evaluation was determined from deflection measurements using Falling Weight Deflectometer (FWD), while the functional evaluation was by visual condition survey, roughness, and rut depth measurements. Classified traffic counts and axle load surveys were undertaken. It was established that the design traffic would be exceeded in year 10 a

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Sunitha, V., A. Veeraragavan, Karthik K. Srinivasan, and Samson Mathew. "Cluster-Based Pavement Deterioration Models for Low-Volume Rural Roads." ISRN Civil Engineering 2012 (October 21, 2012): 1–8. http://dx.doi.org/10.5402/2012/565948.

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The management of low-volume rural roads in developing countries presents a range of challenges to road designers and managers. Rural roads comprise over 85 percent of the road network in India. The present study aims at development of deterioration models for the optimum maintenance management of the rural roads under a rural road programme namely Pradhan Mantri Gram Sadak Yojana (PMGSY) in India. Visual condition survey along the selected low-volume rural roads considers parameters like condition of shoulders, drainage features, cross-drainage structures, and camber, and pavement distresses,

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Dost, Rohid, Kaiwaan Abdulhai, Sayed Javid Azimi, and Mohammad Haroon Sarwary. "ASSESSMENT OF FLEXIBLE PAVEMENT CONDITION USING PCI: A CASE STUDY." Eídos 18, no. 26 (2025): 109–20. https://doi.org/10.29019/eidos.v18i26.1539.

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The pavement condition index (PCI) is an inexpensive and simple method to evaluate pavement distresses. The main purpose of this study is to identify and evaluate pavement distress of Jalalabad highway using pavement condition index (PCI) to find a practical solution of road distress by suggesting different alternatives of treatment. The evaluation of pavement condition index (PCI) is carried out by visual survey pursuing ASTM D 6433. The highway is divided into A and B two sections, each section is divided into sample units, and the intensity of distress is evaluated in each sample unite. The

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Amelia Setiaputri, Heidy, Muhammad Isradi, Andri Irfan Rifai, Amar Mufhidin, and Joewono Prasetijo. "Analysis Of Urban Road Damage With Pavement Condition Index (PCI) And Surface Distress Index (SDI) Methods." ADRI International Journal of Sciences, Engineering and Technology 6, no. 01 (2021): 10–19. http://dx.doi.org/10.29138/ijset.v6i01.61.

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Letjen S. Parman road is one of the urban roads with a length of 4.2 km located in West Jakarta area and is a primary arterial road with three two-way lanes divided, where the median is a toll road in the city of Jakarta. This study aims to evaluate road pavement conditions functionally and compare the value of road pavement conditions based on two methods, namely Pavement Condition Index (PCI) and Surface Distress Index (SDI) which are used as the basis for knowing the type of road maintenance handling. This study uses direct observation method in the field by conducting a visual survey of th

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Yang, Guangwei, Kelvin C. P. Wang, Joshua Qiang Li, et al. "Automatic Pavement Type Recognition for Image-Based Pavement Condition Survey Using Convolutional Neural Network." Journal of Computing in Civil Engineering 35, no. 1 (2021): 04020060. http://dx.doi.org/10.1061/(asce)cp.1943-5487.0000944.

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McManus, Kerry J., and John B. Metcalf. "Analysis of Deterioration Models for Lightly Loaded Thin Seal Flexible Pavements." Transportation Research Record: Journal of the Transportation Research Board 1819, no. 1 (2003): 294–95. http://dx.doi.org/10.3141/1819b-37.

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A set of deterioration models is required to manage local government authority (LGA) pavements in a cost-effective manner; yet, most existing deterioration models have been derived for the major highways of the State Road Authority system. LGA pavements are different in terms of pavement life, the effect of the environment, loading, and expectations of performance with respect to riding quality. There is a greater emphasis on sustained light routine maintenance in LGAs. There is a need to develop models that more closely represent LGA pavements so they can be used to forecast the deterioration

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Kim, Jangrak, Daegeun Park, Youngchan Suh, and Donghyuk Jung. "Development of Sidewalk Block Pavement Condition Index (SBPCI) using Analytical Hierarchy Process." Sustainability 11, no. 24 (2019): 7086. http://dx.doi.org/10.3390/su11247086.

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This study aimed at developing SBPCI (Sidewalk Block Pavement Condition Index) with sidewalk pavement condition survey data of Seoul city in order to attain a quantitative evaluation method of sidewalk pavement condition. The distress patterns of sidewalk pavement were classified into four groups of Crack/Loss, Roughness, Aging, and Corner Break. AHP (Analytic Hierarchy Process) technique was employed on the basis of the raking process of 31 pavement managers in order to analyze the influence of the distress patterns on the sidewalk pavement condition. The AHP analysis result indicated the wei

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Lestari, Rossy Indah, and Martinus Agus Sugiyanto. "Road Damage Analysis Using PCI Method." Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) 4, no. 1 (2025): 40–48. https://doi.org/10.58466/rigid.v4i1.1736.

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Problematic road infrastructure or pavement due to heavy and repeated traffic volume will cause a decrease in road quality. One of the road damage problems occurred on the Babakan - Pabuaran road section, Cirebon Regency. In this case, the condition survey is carried out visually and then analyzed using the Pavement Condition Index (PCI) method. From the results of data on the condition of the Babakan - Pabuaran road of Cirebon Regency along 3 km and 5 m wide with bending pavement, it can be seen that the more dominant type of damage is the 83.37 m² Basin, 57.27 m² Grain Release, 31.15 m² Hole

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Larson, Charles D., Naveed Sami, and David R. Luhr. "Structured Approach to Managing Quality of Pavement Distress Data: Virginia Department of Transportation Experience." Transportation Research Record: Journal of the Transportation Research Board 1699, no. 1 (2000): 72–80. http://dx.doi.org/10.3141/1699-10.

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The Virginia Department of Transportation (VDOT) Pavement Management Program has examined and improved the quality of condition data to carry out pavement performance analysis and multiyear work planning. In 1995 the agency changed the way it gathered pavement condition data, moving from subjective windshield surveys to using automated condition survey equipment. In 1997 the agency acquired the staff and resources to examine these data and respond to concerns of district personnel that the data were inconsistent and not representative of actual conditions. At that time, VDOT acknowledged the n

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Pantuso, Antonio, Giuseppe Loprencipe, Guido Bonin, and Bagdat Burkhanbaiuly Teltayev. "Analysis of Pavement Condition Survey Data for Effective Implementation of a Network Level Pavement Management Program for Kazakhstan." Sustainability 11, no. 3 (2019): 901. http://dx.doi.org/10.3390/su11030901.

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Pavement roads and transportation systems are crucial assets for promoting political stability, as well as economic and sustainable growth in developing countries. However, pavement maintenance backlogs and the high capital costs of road rehabilitation require the use of pavement evaluation tools to assure the best value of the investment. This research presents a methodology for analyzing the collected pavement data for the implementation of a network level pavement management program in Kazakhstan. This methodology, which could also be suitable in other developing countries’ road networks, f

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Fu, Pengcheng, John T. Harvey, James N. Lee, and Peter Vacura. "New Method for Classifying and Quantifying Cracking of Flexible Pavements in Automated Pavement Condition Survey." Transportation Research Record: Journal of the Transportation Research Board 2225, no. 1 (2011): 99–108. http://dx.doi.org/10.3141/2225-11.

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Radwan, Mostafa M., Ahmad Mousa, and Elsaid Mamdouh Mahmoud Zahran. "Enhancing Pavement Sustainability: Prediction of the Pavement Condition Index in Arid Urban Climates Using the International Roughness Index." Sustainability 16, no. 8 (2024): 3158. http://dx.doi.org/10.3390/su16083158.

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Municipalities and transportation departments worldwide are striving to keep road pavement conditions acceptable, thus enhancing pavement sustainability. Although the pavement condition index (PCI) is widely used to assess distress conditions, traditional visual surveys used for PCI estimation can be laborious, expensive, and time-consuming. The international roughness index (IRI) can be measured more economically and conveniently than PCI; however, it does not directly indicate the surface condition of the pavement. In this study, a PCI–IRI correlation is proposed for urban roads located in t

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Mubaraki, Muhammad. "Development of Pavement Condition Rating Model and Pavement Roughness Model for Saudi Highways." Advanced Materials Research 723 (August 2013): 820–28. http://dx.doi.org/10.4028/www.scientific.net/amr.723.820.

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The Pavement Condition Rating (PCR) has been used by the Ministry of Transport (MOT) in Saudi Arabia to report pavement condition. The World Bank developed the PCR in 1986. PCR is based on International Roughness Index (IRI), Rutting (RUT), Cracking (CRA), and Raveling (RAV). The MOT collects pavement condition data using a digital inspection vehicle called Road Surface Tester (RST) vehicle. On some expressways, the MOT measures the Skid Number (SN) using a Skid Test Unit as complimentary measurement for safety issues. The objective of this paper is to develop PCR model and pavement roughness

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Resende, Marcos Ribeiro, Liedi Legi Bariani Bernucci, and José Alberto Quintanilha. "Monitoring the condition of roads pavement surfaces: proposal of methodology using hyperspectral images." Journal of Transport Literature 8, no. 2 (2014): 201–20. http://dx.doi.org/10.1590/s2238-10312014000200009.

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With the current system of concession roads in Brazil, both concessionaires and regulatory agents have been charged with improving the quality of the pavement on Brazilian highways. This situation requires the search for new tools that can facilitate the survey of pavement conditions in less time and at a lower cost than traditional methods. Recently, an increasing number of high-resolution spatial images have become available on the world market following the development of new remote sensing satellites and airborne sensors. Similarly, multispectral images and even hyperspectral images are no

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Handayani, Ratna, and Ahmad Faathir Wicaksono. "ROAD THICKNESS ANALYSIS USING MDP METHOD 2017 (CASE: PURWODADI – NONGKOJAJAR)." Journal Innovation of Civil Engineering (JICE) 2, no. 2 (2022): 96. http://dx.doi.org/10.33474/jice.v2i2.14692.

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The Purwodadi - Nongkojajar road section is one of the East Java Province roads in UPT PJJ Probolinggo, which received funding from the Regional Road Grant Program (PHJD). From the results of the road condition survey in 2020, the condition of road damage in the form of holes and hair cracks was obtained. Based on this, it was necessary planning the thickness of the re-pavement or overlay. This program begins with inventory and road condition, topographic and soil investigation surveys. From the results of the topographic survey, we can measure the slope, then we conduct an investigative surve

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Pujianto, Tri, Felly Misdalena, and Alfath Zain. "Metode PCI dan Alternatif Perbaikan pada Kerusakan Ruas Jalan Urip Sumoharjo Bandar Lampung." Jurnal Talenta Sipil 8, no. 1 (2025): 344. https://doi.org/10.33087/talentasipil.v8i1.809.

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Roads are very important transportation infrastructure in traffic flow. When there is a road section that is damaged, it will have a significant impact on traffic flow. Roads can be analyzed to determine the cause of the damage and repair alternatives. This study aims to determine the types of damage and road pavement conditions so that they can be determined how to repair them. The method used in this study is the PCI (Pavement Condition Index) method. Initial research on the condition of the road surface is to conduct a survey by observing and analyzing the road based on the types of damage

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Peng, Jr Hung, Po Hsun Sung, Jyh Dong Lin, and Kuang Yi Wei. "Practice Analysis of Urban Road Pavement Roughness and Detect of Destruction." Advanced Materials Research 250-253 (May 2011): 3688–91. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.3688.

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The urban road becoming more perfect, pavement engineering is from new construction to maintenance management. The authorities, from acceptance the new construction turn into survey of the road‘s situation and control of various types of damage and road conditions on time, to maintain a good condition of the road. In this study we use the CCD with the general Global Positioning System to provide GPS coordinates and have a street shooting for each 20m of road, record of the CCD road imaging system, and with GPS coordinates, the street pavement shooting can identify the highest frequency distres

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Cavalcanti, Alan Barbosa, Madson Tavares Silva, João Hugo Baracuy da Cunha Campos, and John Kennedy Guedes Rodrigues. "Determinação da Vulnerabilidade Ambiental em Pavimentos Rodoviários: Estudo de Caso da BR-230 no Estado da Paraíba." Revista Brasileira de Geografia Física 15, no. 6 (2022): 3156–71. http://dx.doi.org/10.26848/rbgf.v15.6.p3156-3171.

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According to the Statistical Bulletin of the 23rd edition of the CNT Highway Survey (2019), 59% of Brazilian highways have some type of problem regarding their general condition. The pavement degradation process comes from factors such as traffic, weather conditions, construction processes, drainage, structure, materials, adopted maintenance, among others. Thus, based on the concept of Ecodynamics, it is important to understand that pavement deterioration factors can also be greatly influenced by the environment. Therefore, this work seeks to quantify the vulnerability of flexible road pavemen

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