Bridges: Manhattan Bridge Monitoring

Case study: SOFO, MuSt System

Suspention bridge monitoring
Main Cable loads
Eye-bar strain

Project Description

Summary: Static structural monitoring of the Manhattan cable stayed bridge. A total of 4 SOFO sensors and 4 Braggs grating sensors integrated.

Clients: Columbia University

Place: Manhattan NY (United States)

Period: 2005 - 2007

Installation: SMARTEC SA

Structure's short description: The Manhattan Bridge is a suspension bridge that crosses the East River in New York City, connecting Lower Manhattan (at Canal Street) with Brooklyn (at Flatbush Avenue Extension). It was the last of the three suspension bridges built across the lower East River, following the Brooklyn and the Williamsburg bridges. The bridge was opened to traffic on December 31, 1909. The total length of the bridge is 2,089 meters [6,855 ft], the length of suspension cables is 983 m (3224 ft) and the main span has a length of 448 m ((1,470 ft)

Aim of monitoring: In the framework of a research program on suspesion bridge corrosion monitoring, it is desired to acquire continuous data on the strain, deformation and temperatures of the main cable and anchorage of the bridge. The data generated by the monitoring system will be used to provide baseline data and to evaluate the possibility of detecting wire brakes through deformation monitoring. SOFO sensors of 6 meters have been installed on one main cable strains and other 2 Bragg grating strain sensors compensated in temperature have been installed at the anchors on individual strands. Purpose of these sensors is to measure strain on main cable and one hanger as a function of: temperature variations, time of day (sunshine), time of year (seasons) and traffic conditions (day / night).

Number of sensor: 6

Main Results: N/A

Bibliography:

N/A