Error and accuracy of manual measurement in heritage documentation process

Authors

  • Luis Carlos Cruz-Ramírez Instituto Politécnico Nacional, Escuela Superior de Ingeniería y Arquitectura, Unidad Tecamachalco, Sección de Estudios de Posgrado e Investigación, Laboratorio de Patrimonio Arquitectónico, Estado de México, México. https://orcid.org/0000-0002-3651-4471
  • Diana Monserrat Veloz-García Instituto Politécnico Nacional, Escuela Superior de Ingeniería y Arquitectura, Unidad Tecamachalco, Sección de Estudios de Posgrado e Investigación, Laboratorio de Patrimonio Arquitectónico, Estado de México, México. https://orcid.org/0009-0003-9505-7201

Keywords:

accuracy, architectural-heritage, documentation, error-estimation, manual-measurement, point-cloud, Terrestrial-Laser-Scanning

Abstract

This article aimed to determine the extent to which measurements obtained using the traditional manual method —with the use of a tape measure— vary in relation to LiDAR measurements acquired with a terrestrial laser scanner in architectural spaces and their furnishings. These dimensions were evaluated based on measurements obtained through Terrestrial Laser Scanning (TLS). Manual surveying is more economical, requiring only a measuring tape. On the other hand, the LiDAR sensor of a TLS performs measurements based on Time of Flight (ToF), estimating dimensions according to the time it takes for the light beam to travel from the sensor to an opaque reflective surface and back. This system is calibrated and directly uses the current meter standard. As a case study, an interior space used as a reading room was captured. Error estimation was conducted by comparing 307 measurements obtained using the traditional manual tape-measure method with measurements derived from the dense point cloud captured by LiDAR. The results showed an average relative error of 3.895%. The root mean square error obtained was RMSE (0.062684 m). The high level of accuracy achieved in the measurements is useful for research aimed at identifying deformations, tilting, and existing damage in historic buildings. The significance of this research lies in providing parametric indicators associated with measurement accuracy for decision-makers determining the type of measurement required according to documentation or intervention needs.

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Author Biographies

Luis Carlos Cruz-Ramírez, Instituto Politécnico Nacional, Escuela Superior de Ingeniería y Arquitectura, Unidad Tecamachalco, Sección de Estudios de Posgrado e Investigación, Laboratorio de Patrimonio Arquitectónico, Estado de México, México.

Arquitecto por la Universidad Nacional de Ingeniería (UNI RUSB), Managua, Nicaragua (2004-2009). Maestro (2012-2015) y Doctor en Ciencias en Arquitectura y Urbanismo (2016-2018), por la Escuela Superior de Ingeniería y Arquitectura, Unidad Tecamachalco (ESIA, TEC), del Instituto Politécnico Nacional (IPN). Posdoctorado en Desarrollo de Tecnologías para la Gestión del Riesgo de Inundaciones ante el Cambio Climático por IPN, University of Edinburgh y Heriot-Watt University (2019-2022). Realizó estancia de investigación en la Università degli “G. d'Annunzio”, Pescara, Abruzzo, Italia, para estudiar Integraciones Contemporáneas en Contextos Históricos (2017). Elaboró proyectos ejecutivos para DIARSA (2010-2012) y Video Mapping para Managua-LAB (2011-2012). Desde 2022 es Coordinador de Laboratorios de Posgrado de la ESIA TEC del IPN .

Diana Monserrat Veloz-García, Instituto Politécnico Nacional, Escuela Superior de Ingeniería y Arquitectura, Unidad Tecamachalco, Sección de Estudios de Posgrado e Investigación, Laboratorio de Patrimonio Arquitectónico, Estado de México, México.

Egresada de la carrera de Ingeniero Arquitecto del Instituto Politécnico Nacional (2019-2024). Su formación profesional se ha dedicado principalmente al desarrollo, diseño y visualización de proyectos arquitectónicos, con especial enfoque en la proyección de espacios. En toda su trayectoria ha aprendido de proyectos de diversas categorías que la han llevado a tener una visión amplia del proceso de diseño a la construcción. Participó en el Laboratorio de Patrimonio Arquitectónico en los años 2022 y 2025 en el registro de monumentos históricos con tecnología LiDAR y elaboración de fotogrametría. Sus intereses se han enfocado en el estudio, la innovación y el entendimiento de la arquitectura actual.

References

Abdel-Bary Ebrahim, M. (2011). 3D laser scanners: History, applications and future. Assiut, Egypt: Assiut University.

American Society for Test and Materials. (2026). ASTM E2807-11(2019). Standard Specification for 3D Imaging Data Exchange, Version 1.0. https://doi.org/10.1520/E2807-11R19

Autodesk. (2023). Autodesk ReCap Educational Version (v2024) [Software].

Barreto, H., Howland, F. (2006). Introductory Econometrics Using Monte Carlo Simulation with Microsoft Excel. Cambridge University Press.

Basetlaw District Council North Nottinghanshire. (2013). A guide to heritage asset recording. https://www.bassetlaw.gov.uk/planning-and-building-control/planning-policy/conservation-and-heritage/guidance-and-useful-links/guidance-and-advice-documents-for-conservation/a-guide-to-heritage-asset-recording/

Böge, S., & Karabörk, H. (2020). Integration of Different Methods for Architectural Survey of Historical and Cultural Heritages. Turkish Journal of Geosciences, 1 (2), 53-62. https://izlik.org/JA83HL37HM

Castilla, F. J., Ramón, A., Adán, A., Trenado, A., & Fuentes, D. (2021). 3D sensor-fusion for the documentation of rural heritage buildings. Remote Sensing, 13 (7), 1337. https://doi.org/10.3390/rs13071337

Chun-Yuan, A. Yong, Mohd Ariff, M. F., Omar, A. H., & Mat Amim, Z. (2024). Comparison of As-Built Surveys Using Handheld Laser Scanner and Conventional Method. Journal of Advanced Geospatial Science & Technology, 4 (1), 43-64. https://doi.org/10.11113/jagst.v4n1.84

Congalton, R. G., Green, Kass. (2008). Assessing the Accuracy of Remotely Sensed Data. Principles and Practices (Second Edition). CRC Press.

Cosarca, C., Jocea, A., & Savu, A. (2009). Analysis of error sources in Terrestrial Laser Scanning. J Geod Cadaster, 11, 115-124.

Cruz-Ramírez, L. C., Alejo-García, V.H., Camargo-Suárez, E. A. E., Zárate-Martínez, J. F. (2023). Variaciones en los tiempos de captura en la elaboración de modelos de nubes de puntos con Escáner Láser Terrestre por condiciones de campo. Arquitectura +, 8 (16), 54-69. DOI: https://doi.org/10.5377/arquitectura.v8i16.17153

Desgodetz, A. (1682). Les edifices antiques de Rome / dessinés et mesurés tres exactement par Antoine Desgodetz architecte. (Fac-similé de l’édition de 1682). https://archive.org/details/gri_33125012870297/page/132/mode/2up https://bibliotecadigital.museodelprado.es/pradobib/es/media/group/1002399.do

Di Stefano, F., Chiappini, S., Gorreja, A., Balestra, M., & Pierdicca, R. (2021). Mobile 3D scan LiDAR: A literature review. Geomatics, natural hazards and risk, 12 (1), 2387-2429. https://doi.org/10.1080/19475705.2021.1964617

Électricité de France (EDF). (2024). CloudCompare (2.13) [Software]. Obtenido de www.cloudcompare.org

Elkhrachy, I. (2021). Accuracy assessment of low-cost unmanned aerial vehicle (UAV) photogrammetry. Alexandria Engineering Journal, 60(6), 5579-5590.

Erturan, A. M., Durdu, A., & Erturan, E. M. (2019). The use of LIDAR technology in architectural offices. European Journal of Engineering Science and Technology. https://gcris.ktun.edu.tr/bitstream/20.500.13091/8430/1/msetconf-4-114.pdf

Gleń, P., & Krupa, K. (2019). Comparative analysis of the inventory process using manual measurements and laser scanning. Budownictwo i Architektura, 18 (2), 021-030. https://doi.org/10.35784/bud-arch.552

Janus, J., & Ostrogórski, P. (2022). Underground Mine Tunnel Modelling Using Laser Scan Data in Relation to Manual Geometry Measurements. Energies, 15 (7), 2537. https://doi.org/10.3390/en15072537

Khanal, M., Hasan, M., Sterbentz, N., Johnson, R., & Weatherly, J. (2020). Accuracy comparison of aerial lidar, mobile-terrestrial lidar, and UAV photogrammetric capture data elevations over different terrain types. Infrastructures, 5(8), 65. https://www.mdpi.com/2412-3811/5/8/65

Kwoczynska, B., Litwin, U., Piech, I., Obirek, P., & Sledz, J. (2016). The use of terrestrial laser scanning in surveying historic buildings. In 2016 Baltic Geodetic Congress (BGC Geomatics), 263-268. IEEE. https://doi.org/10.1109/BGC.Geomatics.2016.54

Lane, R. (2016). Understanding Historic Buildings. A Guide to Good Recording Practices. Historic England. https://historicengland.org.uk/images-books/publications/understanding-historic-buildings/heag099-understanding-historic-buildings/

Leica Geosystems. (2014a). Cyclone 9.0 [Software].

Leica Geosystems. (2025). Leica ScanStation C10. Obtenido de Leica ScanStation C10: https://cpec.leica-geosystems.com/es/producto/leica-scanstation-c10/

Leica Geosystems. (2014b). Leica Scan Station C10. El escáner láser todo en uno para cualquier aplicación. https://www.ecomexico.net/uploads/files/20140425-8c2ad_ScanStationC10_Specs_esp.pdf?srsltid=AfmBOorEu2zBomgaDWP2hsMilAOSvogR2nzENI8ue85MhVjMowyodYkh

Lin, G.; Giordano, A.; Sang, K.; Stendardo, L.; Yang, X. (2021). Application of Territorial Laser Scanning in 3D Modeling of Traditional Village: A Case Study of Fenghuang Village in China. ISPRS International Journal of Geo-Information, 10 (11), 770. https://doi.org/10.3390/ijgi10110770

Lind, D., Marchal, W. D., Wathen, S. A. (2012). Estadística aplicada a los negocios y la economía, (15va edición). México: McGrawHill

Marconi, P. (1997). La restauración arquitectónica en Italia, hoy. Loggia, Arquitectura & Restauración, (3), 8. https://doi.org/10.4995/loggia.1997.5713

Mohamed, M. A., Shaker, I. F., Ragab, A. F., & Mogahed, Y. M. (2019). Accuracy assessment of terrestrial laser scanner in heritage documentation. Int. J. Eng. Adv. Technol, 8, 117-123.

Moyano, J., Nieto-Julián, J. E., Bienvenido-Huertas, D., & Marín-García, D. (2020). Validation of close-range photogrammetry for architectural and archaeological heritage: Analysis of point density and 3D mesh geometry. Remote sensing, 12 (21), 3571. https://doi.org/10.3390/rs12213571

Muralikrishnan, B. (2021). Performance evaluation of terrestrial laser scanners—A review. Measurement Science and Technology, 32 (7), 072001. https://doi.org/10.1088/1361-6501/abdae3

Neter, J., Waserman, W., Whitmore, G. A. (1973/1978). Fundamentos de estadística para negocios y economía. México: Compañía Editorial Continental (CECSA).

Norin, V. (2023). Measurements of building structures. E3S Web of Conferences, 389, 06008. https://doi.org/10.1051/e3sconf/202338906008

Ozimek, A., Ozimek, P., Skabek, K., & Łabędź, P. (2021). Digital modelling and accuracy verification of a complex architectural object based on photogrammetric reconstruction. Buildings, 11 (5), 206. https://doi.org/10.3390/buildings11050206

Rivera-Blanco, Javier. (2008). De varia restauratione: teoría e historia de la restauración arquitectónica. Abada Editores.

Sirmacek, B., & Lindenbergh, R. (2014). Accuracy assessment of building point clouds automatically generated from iphone images. The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 40, 547-552. https://isprs-archives.copernicus.org/articles/XL-5/547/2014/isprsarchives-XL-5-547-2014.pdf

Tam, A. (2023). Deep Learning with PyTorch. Learn Basic Deep Learning with Minimal Code in PyTorch 2.0. Machine Learning Mastery.

Tan, Y., Liu, X., Jin, S., Wang, Q., Wang, D., & Xie, X. (2023). A terrestrial laser scanning-based method for indoor geometric quality measurement. Remote Sensing, 16 (1), 59. https://doi.org/10.3390/rs16010059

Tang, P., Huber, D., Akinci, B., Lipman, R., & Lytle, A. (2010). Automatic reconstruction of as-built building information models from laser-scanned point clouds: A review of related techniques. Automation in Construction, 19 (7), 829-843. https://doi.org/10.1016/j.autcon.2010.06.007

United Nations Educational, Scientific and Cultural Organization [UNESCO]. (1994). Nara document on Authenticity. https://whc.unesco.org/archive/nara94.htm

Wu, C.; Yuan, Y.; Tang, Y.; Tian, B. (2022). Application of Terrestrial Laser Scanning (TLS) in the Architecture, Engineering and Construction (AEC) Industry. Sensors, 22, 265. https://doi.org/10.3390/s22010265

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Published

2026-06-26

How to Cite

Error and accuracy of manual measurement in heritage documentation process. (2026). Architecture + Journal, 11(21), 71-90. https://doi.org/10.5377/arquitectura.v11i21.23108

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How to Cite

Error and accuracy of manual measurement in heritage documentation process. (2026). Architecture + Journal, 11(21), 71-90. https://doi.org/10.5377/arquitectura.v11i21.23108