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Condition Assessment of an Aging PSC Bridge in Karachi

 Condition Assessment of an Aging PSC Bridge in Karachi
Author(s): , , , ,
Presented at IABSE Conference: Risk Intelligence of Infrastructures, Seoul, South Korea, 9-10 November 2020, published in , pp. 161-166
DOI: 10.2749/seoul.2020.161
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With many of the Karachi bridges that are built before the adoption of modern philosophies of design, are structurally deficient and degraded, owing to the ageing effects and non-existent maintenan...
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Bibliographic Details

Author(s): (NEO University of Engineering and Technology, Karachi, Sindh, PK)
(NEO University of Engineering and Technology, Karachi, Sindh, PK)
(NEO University of Engineering and Technology, Karachi, Sindh, PK)
(Chief Minister of Sindh, Government of Pakistan, PK)
(lnstitution of Engineers Pakistan (lEP}, Karachi Center, PK)
Medium: conference paper
Language(s): English
Conference: IABSE Conference: Risk Intelligence of Infrastructures, Seoul, South Korea, 9-10 November 2020
Published in:
Page(s): 161-166 Total no. of pages: 6
Page(s): 161-166
Total no. of pages: 6
DOI: 10.2749/seoul.2020.161
Abstract:

With many of the Karachi bridges that are built before the adoption of modern philosophies of design, are structurally deficient and degraded, owing to the ageing effects and non-existent maintenance. In most cases, these bridges as they approach their service lifetime are now carrying much higher volume and heavier loaded freight vehicles, which warrants continuous assessment of their safety to increased operational loads and seismicity, before deciding on their optimal management.

A pre-stressed concrete bridge (PSC) located in Karachi is investigated for structural deficiencies and possible weakening based on a three-tier approach, including Non-Destructive Evaluation (NDE) and seismic evaluation. The study results show that the overall behaviour of the bridge structure has adequate strength to meet the West Pakistan Highway Code (WPHC) [1] and American Association of State Highway and Transportation Officials (AASHTO) 2006 [2] code demands.

Keywords:
risk management bridge Inspection structural health monitoring bridge management system bridge condition assessment

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