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Bridge Monitoring – Harry W. Nice Memorial Bridge – A Case Study

Writer's picture: encardioriteencardiorite

Bridges constitute a very important component of the transportation network. As they are a major investment for society and are at the core of public transport and usage, it is extremely crucial to keep an eye on their safety and maintenance. This is achieved through geotechnical instrumentation and monitoring, which is involved in the pre, post, and after-construction phases.


Safety in bridges is a bigger concern that other parts of the transport system since any damage or collapsing of the structure can lead to magnanimous devastation to life and property with severe consequences. With this understanding in mind, Encardio-rite makes use of modern technologies, instruments, sensors, and real-time assessment of the bridge to observe and keep a track of all the activities that might affect the foundation of the structure.


In this article, we are taking a look at one such project that was carried out by Rite Geo System, Encardio-rite’s USA Subsidiary. We will be discussing the reason for monitoring, the solutions involved, and the instruments used along with the conclusive result.


Why is Bridge Monitoring Important?


The easy answer to this question is that monitoring is needed to enhance the life of any structure. As mentioned, bridges are a huge investment, and are a part of the everyday transport system; shortening routes, avoiding the lagging traffic, and improving the quality of life of many citizens.



Geotechnical Monitoring and Instrumentation play a huge role in determining the safety and reliability of these structures; alerting when needed. This ensures a longer service life and also avoids any mishaps that might lead to a complete collapse of the bridges. This is not just applied for the new bridges, but also takes care of existing structures demanding maintenance and care.


According to the ASCE Infrastructure Report Card of 2017, almost 56,000 bridges (10% of them) in the United States are reported to have some sort of structural deficiency, making them susceptible to unforeseen incidents. This makes us aware of the importance of Bridge Monitoring that involves measurements by sensors, identification of weak points, processing data, and analysing the result and decision-making.


Let’s move forward with our case study of Harry W. Nice Memorial Bridge.


Harry W. Nice Memorial Bridge - An introduction


The Harry W.Nice Memorial Bridge runs between Newburgh in Charles County, Maryland and Dahlgren in King George Virginia, USA. It is a 2.7 km two-lane continuous truss bridge, which was inaugurated by Franklin D.Roosevelt in 1938. It was originally named as the Potomac River Bridge but was renamed Harry W.Nice in 1967, after the governor of Maryland.


The bridge features an approximate total length of 10,050 ft from VA shore abutment to MD shore abutment. It has four 12-foot (3.7m) lanes, 2 in each direction, full shoulders, and a 55 mph (89 km/h) speed limit. The bridge also has 59 lower approach bents placed between 61.5 ft and presents 19 raised span and piers spaced from 116 to 800 feet. It makes use of reinforced concrete piles and steel H-piles up to the length of 115 ft in its bent/pier foundations.


Monitoring Needs - Harry W. Nice Bridge


The Harry W.Nice Bridge Monitoring plan was formulated to ensure the safety and protection of existing bridges, structures, and facilities which may be affected during the construction of the new Nice Middleton Bridge, embankments, and other similar development.


The monitoring plan intended to gauge and judge the current structural health of the existing bridge and identify the bridge movements with regards to daily and seasonal weather/climate changes, traffic operations, and the effects from the ...[Continue Reading]

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