Adomi Bridge

About

The Adomi Bridge (originally the Volta Bridge) is a latticed steel arch suspension bridge crossing the Volta River at Atimpoku in Ghana in West Africa. It is the first permanent bridge to span the Volta River, which drains south into the Gulf of Guinea, and is Ghana's longest suspension bridge. It provides the main road passage, just south of the Akosombo Dam, between the Eastern Region and the Volta Region of Ghana. It was opened in 1957 by Kwame Nkrumah, Ghana's first president. The iconic crescent-shaped arch bridge is featured in Ghanaian stamps and currency. In 1953 (before the independence of Ghana in 1956 from British colonial rule), the decision was made to build a bridge across the Volta River to replace the overloaded ferry service at Senchi where delays were occasionally up to a few days. Reconnaissance indicated a good site for a single-span crossing about 800ft long at a narrow neck of the river at Adomi, about 2.5 miles upstream of the ferry and closer to the then-projected dam and power station in the Volta River Project. Several sketch designs for an arch bridge or a suspension bridge at Adomi and other sites were drawn and cost estimates were developed. The Standing Development Committee chose the single-span arch at Adomi. In Fall 1953 the consulting engineers were appointed: Sir William Halcrow & Partners were the project administrators and designed all approach roads and spans, while Freeman Fox & Partners were to design the single-span arch bridge. A year later, tenders were invited for the complete project, including approach roads, the arch bridge and approach spans. By January 1955, the contracts were settled and some construction staff began to arrive on site. Dorman Long (Bridge and Engineering) Ltd was the main construction contractor and Cleveland Bridge & Engineering Company was the steelwork fabricator. Work on the bridge began in March 1955, with the steel parts being prefabricated in the United Kingdom, while concrete works for the approach spans and the bridge abutments were carried out on site. The prefabricated parts were fully welded, but almost all on-site steelwork erections were designed as bolted connections, includin

Adapted from Wikipedia (CC BY-SA). Photography via Wikimedia Commons.