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Relevant bibliographies by topics / Pavement condition survey

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Academic literature on the topic 'Pavement condition survey'

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

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Journal articles on the topic "Pavement condition survey"

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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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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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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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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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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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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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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Dissertations / Theses on the topic "Pavement condition survey"

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Weisenburger, Kim. "Statistical evaluation of airport pavement condition survey data for Washington, Oregon, and Idaho." Thesis, Monterey, California. Naval Postgraduate School, 1988. http://hdl.handle.net/10945/23123.

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Nasseri, Sahand. "Application of an Improved Transition Probability Matrix Based Crack Rating Prediction Methodology in Florida’s Highway Network." Scholar Commons, 2008. https://scholarcommons.usf.edu/etd/424.

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With the growing need to maintain roadway systems for provision of safety and comfort for travelers, network level decision-making becomes more vital than ever. In order to keep pace with this fast evolving trend, highway authorities must maintain extremely effective databases to keep track of their highway maintenance needs. Florida Department of Transportation (FDOT), as a leader in transportation innovations in the U.S., maintains Pavement Condition Survey (PCS) database of cracking, rutting, and ride information that are updated annually. Crack rating is an important parameter used by FDOT

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Silva, Francisco Rafael Ribeiro da. "ConcepÃÃo de MÃtodo Simplificado de Levantamento e AnÃlise de Defeitos em Vias NÃo-Pavimentadas." Universidade Federal do CearÃ, 2007. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=1144.

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A implantaÃÃo de sistemas de gerÃncia de pavimentos sempre foi um desafio para os ÃrgÃos responsÃveis pela malha rodoviÃria de uma regiÃo. Este desafio torna-se maior ainda quando a implantaÃÃo deste tipo de gerÃncia deve ser aplicada a uma malha de estradas nÃo pavimentadas, tendo em vista a sua maior extensÃo quando comparada Ãs vias com algum tipo de revestimento, e alÃm disso, a escassez de estudos e trabalhos publicados nesta Ãrea dificulta ainda mais a sua aplicaÃÃo prÃtica. O presente trabalho visa contribuir para a estruturaÃÃo de um sistema de gerÃncia de pavimentos (SGP), enfocando a

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Joshi, Rutuparna Vidyadhar. "Field performance of geogrid reinforced low-volume pavements." Thesis, 2010. http://hdl.handle.net/2152/ETD-UT-2010-05-1381.

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For the past three decades, geosynthetics have been recognized as materials that can significantly improve the performance of pavements on weak subgrade. Pavements exhibit non-linear elasto-plastic behavior. The addition of geosynthetics is undoubtedly beneficial. This being said, researchers have concentrated more on lower life cycle cost and high benefit-cost ratio whereas much less attention has been given to the complex behavior of the reinforced pavement system. Comprehension of the short-term and long-term field performance of reinforced pavements under continued traffic and cyclic envir

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Books on the topic "Pavement condition survey"

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Derald, Christensen, and Washington (State). Planning, Research, and Public Transportation Division., eds. Computerized pavement condition survey: Final report. Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, 1985.

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Weisenburger, Kim. Statistical evaluation of airport pavement condition survey data for Washington, Oregon, and Idaho. Available from the National Technical Information Service, 1988.

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Derald, Christensen, and Washington (State). Planning, Research, and Public Transportation Division., eds. Operations and maintenance manual, computerized pavement condition survey unit: Final report, operations and maintenance manual. Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, 1985.

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Weitzel, Linda M. Pierce and Nicholas D. Automated Pavement Condition Surveys. Transportation Research Board, 2019. http://dx.doi.org/10.17226/25513.

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Saraf, Chhote. Condition surveys and pavement evaluation of existing and overlaid rigid pavements. The Center, 1985.

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Effect of sample unit size and number of survey distress types on the Pavement Condition Index (PCI) for asphalt-surfaced roads. US Army Corps of Engineers, Construction Engineering Research Laboratories, 1996.

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Book chapters on the topic "Pavement condition survey"

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Shahin, M. Y. "Pavement Condition Survey and Rating Procedure." In Pavement Management for Airports, Roads, and Parking Lots. Springer US, 1994. http://dx.doi.org/10.1007/978-1-4757-2287-1_3.

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Than, Nyunt Than, Cheng Zhuoyuan, Zulkati Anggraini, Koh Puay Ping, and Chin Kian Keong. "Analysis and visualization for pavement condition assessment using network-level survey data." In Roads and Airports Pavement Surface Characteristics. CRC Press, 2023. http://dx.doi.org/10.1201/9781003429258-17.

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Srsen, M., and I. Krsic. "Pavement Condition Survey at a Motorway Section in Croatia: Maintenance and Rehabilitation Activities." In Bearing Capacity of Roads, Railways and Airfields. CRC Press, 2021. http://dx.doi.org/10.1201/9781003078814-11.

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Nakamura, Kazuhiro, Daijiro Matsumoto, Kengo Obama, and Kiyoyuki Kaito. "Data Linkage of Road Surface Condition Survey and Daily Inspection Accelerated Pavement Management of Expressway." In Advances in Science, Technology & Innovation. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-47612-9_4.

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Bosurgi, Gaetano, Giuseppe Sollazzo, Nicola Bongiorno, and Orazio Pellegrino. "Automatic Crack Detection Results Using a Novel Device for Survey and Analysis of Road Pavement Condition." In Lecture Notes in Civil Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29779-4_42.

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Savaliya, Smit A., Avinash P. Satasiya, and Shivangkumar N. Dabhi. "An Integrated Approach to Assess Pavement Condition by Integrated Survey Vehicle as Replacement of Manual Assessment." In Recent Advances in Traffic Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-4464-4_25.

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Thoan, Tran Van, Le Anh Vu, Khong Van Nguyen, et al. "A Survey of Efficiency of Wheel Slip Prevention Controlled for Diesel Engine Truck Under Poor Pavement Conditions." In Lecture Notes in Networks and Systems. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-62238-0_16.

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Kumar, Pradeep, and Madhavendra Sharma. "Functional Condition Evaluation of Airfield Pavements Using Automated Road Survey System—A Case Study of a Small Sized Airport." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-87379-0_13.

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"Visual condition surveys." In Deterioration and Maintenance of Pavements. ICE Publishing, 2023. http://dx.doi.org/10.1680/dmp.65086.093.

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"Evaluation of Pavement Surface Distress Condition Surveys." In Pavement Asset Management. John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781119038849.ch9.

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Conference papers on the topic "Pavement condition survey"

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Jauhar Sidqi, Akmal, Figo Agil Alunjati, Ulva Elviani, and Fadhil Hidayat. "Development of Longitudinal and Transversal Crack Detection Feature in Automated Road Pavement Condition Survey System Using YOLO Algorithm." In 2024 International Conference on ICT for Smart Society (ICISS). IEEE, 2024. http://dx.doi.org/10.1109/iciss62896.2024.10751400.

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Ram, Prashant, Kurt Smith, Ayesha Shah, Jan Olek, and Myungook Kang. "Performance of Non-Cementitious Repair Materials for Concrete Pavement Partial-Depth Repairs in Wisconsin." In 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/plpdwoy3.

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The Wisconsin Department of Transportation (WisDOT) is continually looking for state-of the-art technologies, materials, and methodologies to cost-effectively preserve the condition of their pavements so as to extend the service life and delay the need for major rehabilitation or reconstruction. In a search for a more durable and sustainable concrete pavement repair strategy, WisDOT has used non-cementitious materials for partial-depth repairs (PDR) on concrete pavements but with varying levels of success. Where poor performance from these repairs has been observed, it has been attributed to e

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Qiu, Xin, and Feng Wang. "Use of Automated Survey for Surface Cracking Distress Condition in a Pavement Management System." In Geo-Shanghai 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413418.035.

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KARBOČIUS, Martynas, and Audrius VAITKUS. "Asphalt pavement interlayer systems for structural performance enhancement and fatigue reduction." In 12th International Conference “Environmental Engineering”. VILNIUS TECH, 2023. http://dx.doi.org/10.3846/enviro.2023.858.

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One of the possible alternatives to extend the service life of the pavement, reducing the maintenance costs of the pavement and possibly the thickness of the overlay, is the use of grids as a reinforcing interlayer of newly installed asphalt layers. Laboratory studies and the very limited amount of visual observation data from real use cases of grids partially substantiate the effectiveness of this measure in neutralizing the formation of reflecting cracks, but there is a lack of quantitative data on the performance of the renewed pavement structure distressed with fatigue cracking. This artic

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Wesołowski, Mariusz, Krzysztof Blacha, and Piotr Barszcz. "Multi-Criteria Analysis in Assessment of the Degree of Degradation Pavement Elements Functional Airports Made of Cement Concrete." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.125.

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An important factor that affects the safety of flight operations is the proper management of airports, which should be based on the obtained in systematic way information about the state of the surface of the functional elements. One of the characteristic quantities of the technical condition of airport indicator is the assessment of the degree of degradation. It should be noted that the degradation is a slow process extended in time and is the lowering of the properties of the structure by external influences, which in turn generates the changes in their structure. Rating degrade surface shou

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Hora, Karoline Matos da, Marianna Campos Alvarenga, Antonildo Campos Silva Júnior, and Claudio Henrique de Almeida Feitosa Pereira. "Avaliação pós-obra: estudo de caso de ciclovias através da aplicação de metodologia de inspeção." In XI SIMPÓSIO BRASILEIRO DE GESTÃO E ECONOMIA DA CONSTRUÇÃO. Antac, 2021. http://dx.doi.org/10.46421/sibragec.v11i00.56.

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The Brazilian cities have many problems associated to urban mobility. Various policies have been created to encourage the use of bicycles for all the country. Because it is a relatively new modal when compared to road pavements, it is difficult to find reliabl references regarding planning, design, execution, evaluation and maintenance for bicycle paths. This paper proposes a new evaluation methodology for rigid pavement of bicycle paths located in Brasília – DF. This evaluation is done post construction. It aims to know the pavement conditions and to help in decisions related to the maintenan

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Pérez Acebo, Heriberto, and Hernán Gonzalo-Orden. "IRI performance models for recently constructed low and medium-traffic two lane roads of the province of Biscay." In CIT2016. Congreso de Ingeniería del Transporte. Universitat Politècnica València, 2016. http://dx.doi.org/10.4995/cit2016.2016.4108.

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Reliable pavement prediction models are needed for pavement management systems (PMS), as they are a key component to forecast future conditions of the pavement and to prioritize maintenance, rehabilitation and reconstruction strategies. The International Roughness Index (IRI) is the most used parameter worldwide for calibrating pavement roughness and measures reasonably the ride comfort perceived by occupants of passenger cars. The Regional Government of Biscay also collects this value on the road network under its control These surveys are carried out regularly in the XXI century. Several IRI

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Gražulytė, Judita, Audrius Vaitkus, Alfredas Laurinavičius, and Donatas Čygas. "Concrete modular pavement type selection based on application area." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.024.

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Roads and other trafficked areas infrastructure starts to deteriorate as far as it is opened to traffic. Thus, it has to be timely repaired and reconstructed. However, any interruption to traffic by implementing repair and rehabilitation works leads to user’s discomfort and traffic congestion. Modular pavements also known as precast concrete pavements can be constructed at night, consequently they eliminate or reduce traffic flow limitation related to repair works. They consist of prefabricated concrete slabs that are transported to the construction site only after the curing period when the d

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Wang, Kelvin C. P. "Challenges and Feasibility for Comprehensive Automated Survey of Pavement Conditions." In Eighth International Conference on Applications of Advanced Technologies in Transportation Engineering (AATTE). American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40730(144)99.

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Dalla Rosa, Francisco, Nasir G. Gharaibeh, Emmanuel G. Fernando, and Andrew Wimsatt. "Quality Assurance for Automated and Semi-Automated Pavement Condition Surveys." In International Conference on Transportation and Development 2016. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479926.018.

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Reports on the topic "Pavement condition survey"

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Lane, Lerose, and DingXin Cheng. Pavement Condition Survey using Drone Technology. Mineta Transportation Institute, 2023. http://dx.doi.org/10.31979/mti.2023.2202.

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Timely repairs of pavement defects are essential in protecting both public road and highway systems. Identification of pavement distresses is necessary for planning pavement repairs. This has previously been performed by engineers surveying the roadways visually in the field. As drone usage has progressed, it has become clear that drones are a valuable tool to enhance visual documentation, improve project communication, and provide various data for processing. The use of drone technology has improved both the speed and accuracy of capturing data. Available software has allowed the data to be p

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Lippert, David, Marshall Thompson, and Charles Wienrank. Performance of Interstate Rubblization in Illinois. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-005.

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In Illinois, hot-mix asphalt overlaid concrete pavements typically exhibit reflective cracking of joints and cracks from the pavement below, resulting in shortened life and maintenance issues. Over the years, various patching, fabric, and crack and seat techniques were attempted with few positive results. This led to more aggressive techniques to eliminate the slab action of the concrete pavement where the pavement would be broken or rubblized into pieces typically less than 12 inches. Since the first rubblizing project in 1990, policy, procedures, and specifications have evolved to the point

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Shahin, Mohamed Y., Chad Stock, Lisa Beckberger, Chao-Ming Wang, and M. R. Crrovetti. Effect of Sample Unit Size and Number of Survey Distress Types on the Pavement Condition Index (PCI) for Asphalt-Surfaced Roads. Defense Technical Information Center, 1996. http://dx.doi.org/10.21236/ada310687.

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Beavers, Calvin, Chad Day, Austin Krietemeyer, Scott Peterson, Yushin Ahn, and Xiaojun Li. Mapping of Pavement Conditions Using Smartphone/Tablet LiDAR Case Study: Sensor Performance Comparison. Mineta Transportation Institute, 2024. http://dx.doi.org/10.31979/mti.2024.2224.

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Poor road conditions affect millions of drivers, and assessing the condition of paved surfaces is a critical step towards repairing them. This project explores the feasibility of using the Apple iPad Pro LiDAR sensor as a cost-effective tool for assessing the damage and condition of paved surfaces. Our research aims to provide accurate and precise measurements using readily available consumer devices and compare the results to state-of-the-art equipment. This investigation involved visual inspection, identification, and classification of pavement distresses, followed by a comparison of the iPa

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Thompson, Marshall, and David Lippert. Flexible Pavement Design (Full-depth Asphalt and Rubblization): A Summary of Activities. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-021.

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This report summarizes activities undertaken to support and ensure that the Illinois Department of Transportation utilizes the best demonstrated available technology for design and construction of full-depth hot-mix asphalt (HMA) pavements and HMA pavements on rubblized Portland cement concrete pavement (PCCP). To achieve this goal, the researchers reviewed pavement design and special provisions for full-depth asphalt and rubblization projects as well as full-depth asphalt and rubblization project performance via condition surveys and deflection measurements. They also modified design inputs a

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Brittain, Stuart. PPR2024 - Calculation of Local Equilibrium Correction Factors for the 2022 Skid Resistance Surveys. TRL, 2024. http://dx.doi.org/10.58446/rhnm7278.

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National Highways manages skid resistance on their network by carrying out single annual skid resistance surveys. This data is used to identify sites where there is a need for an investigation to identify if a resurfacing treatment would help mitigate the risk of skidding collisions. This data also feeds into the KPI for Pavement Condition. This document discusses the calculation of the correction factors to seasonally correct the 2022 surveys.

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Thompson, Marshall, and Ramez Hajj. Flexible Pavement Recycling Techniques: A Summary of Activities. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-022.

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Cold in-place recycling (CIR) involves the recycling of the asphalt portions (including hot-mix asphalt and chip, slurry, and cape seals, as well as others) of a flexible or composite pavement with asphalt emulsion or foamed asphalt as the binding agent. Full-depth reclamation (FDR) includes the recycling of the entire depth of the pavement and, in some cases, a portion of the subgrade with asphalt, cement, or lime products as binding agents. Both processes are extensively utilized in Illinois. This project reviewed CIR and FDR projects identified by the Illinois Department of Transportation (

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Dhillon, Nathan, Andrew Hannay, and Robin Workman. Next Generation Monitoring Systems. TRL, 2022. http://dx.doi.org/10.58446/npwb2214.

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Survey vehicles, operating at traffic-speed, are deployed across the road network to assess the condition of road pavements. These apply high-quality (and high cost) equipment to measure condition. However, significant progress has been made in the development of low-cost sensors and data collection units that may have potential for application in highways. This project has aimed to understand the capabilities of this emerging technology. The project explores the technologies and combines a Raspberry-Pi based Data Acquisition System, compact camera, GPS, inertial measurement system, Wifi and 4

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