Load Testing and Rating of a PC Bridge Without Structural Plans

C. Hutchinson; A. Peiris; I. Harik

doi:10.1007/978-981-97-3737-6_39

Load Testing and Rating of a PC Bridge Without Structural Plans

C. Hutchinson
, A. Peiris
, I. Harik

Producción científica: Conference contribution › revisión exhaustiva

Resumen

Located in Spencer County, Kentucky, USA, a 202.7 m (665 ft) 7-span prestressed concrete bridge carries KY-248 over Little Beech Creek. Constructed in 1981, this bridge has no available structural plans and has a gross load posting of 20 tons (22 US tons). This paper details the assumptions and methodology used to determine the safe live load capacity of the bridge utilizing diagnostic load testing. The load testing program and load rating were performed in accordance with the AASHTO Manual for Bridge Evaluation. This method involved the conservative assumption of the prestressing, development of a 2D Finite Element model, and adjustment of the model results based on field measured strain data. Despite a lack of structural plans, the rating methodology used allowed for a conservative confirmation that the bridge has sufficient capacity to support legal traffic without restriction.

Idioma original	English
Título de la publicación alojada	Proceedings of the 14 International Conference on Sustainable Built Environment - ICSBE 2023
Editores	Ranjith Dissanayake, Priyan Mendis, Sudhira De Silva, Shiromal Fernando, Chaminda Konthesingha, Upul Attanayake, Pradeep Gajanayake
Páginas	539-551
Número de páginas	13
DOI	https://doi.org/10.1007/978-981-97-3737-6_39
Estado	Published - 2024
Evento	14th International Conference on Sustainable Built Environment, ICSBE 2023 - Kandy, Sri Lanka Duración: dic 15 2023 → dic 17 2023

Serie de la publicación

Nombre	Lecture Notes in Civil Engineering
Volumen	517 LNCE
ISSN (versión impresa)	2366-2557
ISSN (versión digital)	2366-2565

Conference

Conference	14th International Conference on Sustainable Built Environment, ICSBE 2023
País/Territorio	Sri Lanka
Ciudad	Kandy
Período	12/15/23 → 12/17/23

Nota bibliográfica

Publisher Copyright:
© The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2024.

ASJC Scopus subject areas

Civil and Structural Engineering

Acceder al documento

10.1007/978-981-97-3737-6_39

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Hutchinson, C., Peiris, A., & Harik, I. (2024). Load Testing and Rating of a PC Bridge Without Structural Plans. En R. Dissanayake, P. Mendis, S. De Silva, S. Fernando, C. Konthesingha, U. Attanayake, & P. Gajanayake (Eds.), Proceedings of the 14 International Conference on Sustainable Built Environment - ICSBE 2023 (pp. 539-551). (Lecture Notes in Civil Engineering; Vol. 517 LNCE). https://doi.org/10.1007/978-981-97-3737-6_39

Hutchinson, C. ; Peiris, A. ; Harik, I. / Load Testing and Rating of a PC Bridge Without Structural Plans. Proceedings of the 14 International Conference on Sustainable Built Environment - ICSBE 2023. editor / Ranjith Dissanayake ; Priyan Mendis ; Sudhira De Silva ; Shiromal Fernando ; Chaminda Konthesingha ; Upul Attanayake ; Pradeep Gajanayake. 2024. pp. 539-551 (Lecture Notes in Civil Engineering).

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title = "Load Testing and Rating of a PC Bridge Without Structural Plans",

abstract = "Located in Spencer County, Kentucky, USA, a 202.7 m (665 ft) 7-span prestressed concrete bridge carries KY-248 over Little Beech Creek. Constructed in 1981, this bridge has no available structural plans and has a gross load posting of 20 tons (22 US tons). This paper details the assumptions and methodology used to determine the safe live load capacity of the bridge utilizing diagnostic load testing. The load testing program and load rating were performed in accordance with the AASHTO Manual for Bridge Evaluation. This method involved the conservative assumption of the prestressing, development of a 2D Finite Element model, and adjustment of the model results based on field measured strain data. Despite a lack of structural plans, the rating methodology used allowed for a conservative confirmation that the bridge has sufficient capacity to support legal traffic without restriction.",

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Hutchinson, C, Peiris, A & Harik, I 2024, Load Testing and Rating of a PC Bridge Without Structural Plans. En R Dissanayake, P Mendis, S De Silva, S Fernando, C Konthesingha, U Attanayake & P Gajanayake (eds.), Proceedings of the 14 International Conference on Sustainable Built Environment - ICSBE 2023. Lecture Notes in Civil Engineering, vol. 517 LNCE, pp. 539-551, 14th International Conference on Sustainable Built Environment, ICSBE 2023, Kandy, Sri Lanka, 12/15/23. https://doi.org/10.1007/978-981-97-3737-6_39

Load Testing and Rating of a PC Bridge Without Structural Plans. / Hutchinson, C.; Peiris, A.; Harik, I.
Proceedings of the 14 International Conference on Sustainable Built Environment - ICSBE 2023. ed. / Ranjith Dissanayake; Priyan Mendis; Sudhira De Silva; Shiromal Fernando; Chaminda Konthesingha; Upul Attanayake; Pradeep Gajanayake. 2024. p. 539-551 (Lecture Notes in Civil Engineering; Vol. 517 LNCE).

Producción científica: Conference contribution › revisión exhaustiva

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T1 - Load Testing and Rating of a PC Bridge Without Structural Plans

AU - Hutchinson, C.

AU - Peiris, A.

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PY - 2024

Y1 - 2024

N2 - Located in Spencer County, Kentucky, USA, a 202.7 m (665 ft) 7-span prestressed concrete bridge carries KY-248 over Little Beech Creek. Constructed in 1981, this bridge has no available structural plans and has a gross load posting of 20 tons (22 US tons). This paper details the assumptions and methodology used to determine the safe live load capacity of the bridge utilizing diagnostic load testing. The load testing program and load rating were performed in accordance with the AASHTO Manual for Bridge Evaluation. This method involved the conservative assumption of the prestressing, development of a 2D Finite Element model, and adjustment of the model results based on field measured strain data. Despite a lack of structural plans, the rating methodology used allowed for a conservative confirmation that the bridge has sufficient capacity to support legal traffic without restriction.

AB - Located in Spencer County, Kentucky, USA, a 202.7 m (665 ft) 7-span prestressed concrete bridge carries KY-248 over Little Beech Creek. Constructed in 1981, this bridge has no available structural plans and has a gross load posting of 20 tons (22 US tons). This paper details the assumptions and methodology used to determine the safe live load capacity of the bridge utilizing diagnostic load testing. The load testing program and load rating were performed in accordance with the AASHTO Manual for Bridge Evaluation. This method involved the conservative assumption of the prestressing, development of a 2D Finite Element model, and adjustment of the model results based on field measured strain data. Despite a lack of structural plans, the rating methodology used allowed for a conservative confirmation that the bridge has sufficient capacity to support legal traffic without restriction.

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Hutchinson C, Peiris A , Harik I. Load Testing and Rating of a PC Bridge Without Structural Plans. En Dissanayake R, Mendis P, De Silva S, Fernando S, Konthesingha C, Attanayake U, Gajanayake P, editores, Proceedings of the 14 International Conference on Sustainable Built Environment - ICSBE 2023. 2024. p. 539-551. (Lecture Notes in Civil Engineering). doi: 10.1007/978-981-97-3737-6_39

Load Testing and Rating of a PC Bridge Without Structural Plans

Resumen

Serie de la publicación

Conference

Nota bibliográfica

ASJC Scopus subject areas

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