Collaborative Project: Structural Health Monitoring of Representative Cracks in the Manhattan Bridge
CAIT project no.: CAIT-UTC-NC61
Fiscal Year: 2017/2018
Principal investigator(s): Saeed Babanajad, Ph.D., Franklin Moon, Ph.D., (Rutgers CAIT); Farhad Ansari (University of Illinois, Chicago)
Performing organization(s): Rutgers CAIT
Managing organization: Rutgers CAIT
In cooperation with: NYC Department of Transportation, Bridge Management Office
Partner project manager: Kevin McAnulty, Director
Supported by: USDOT OST-R
UTC, grant, or agreement no.: DTRT13-G-UTC28
The Manhattan Bridge is 6,855 feet long, spanning the East River and connecting the island of Manhattan to Brooklyn. It is subjected to repeated dynamic loads, especially by the transit system trains with the average daily traffic of 1,000 trains per day. As a result of repeated loads, especially those by the trains that run at full capacity, multitudes of cracks have been developed in the floor beams at the piers, as well as at bottom cords of trusses and stringers.
The owners of the bridge have raised a number of concerns about the size and number of cracks. In addition, the dynamic amplification associated with the bolted rail joints has raised a serious concern among the NYCDOT engineers.
The main objectives of the proposed structural health monitoring (SHM) system are to
- quantify the level of dynamic amplification due to the bolted rail splices
- detect and monitor the growth of the cracks in the main supporting elements of the critical span(s) within the Manhattan approach, and
- quantify the effectiveness of fatigue mitigation strategies implemented by NYCDOT
The intended outcome is to design a SHM system with unique features, including fiber optic-based monitoring of cracks. This tool will provide bridge owners with a new and innovative approach for effective troubleshooting in signature bridges. The size of the bridge (6,855 feet) will not allow for full implementation of the proposed SHM system. The bridge owners will determine its usefulness and efficiency for future installation of more sensors to cover the entire length of the Bridge.
The monitoring system will be designed to establish a correlation between the load-imposed strains, i.e., a number of trains simultaneously crossing over the bridge, and their impact on crack growth and displacements.