Typically, when bridge pieces are connected after being lifted, there is some sort of structure, even if it’s temporary, where the seam can be rested as connecting work is done. Not here. Because of the bridge’s steel tube construction, the male and female ends needed to slide into one another before bolting the sections to make the splice. That meant holding the sections in the air while the steady hands of ALL’s veteran operators performed the action.
After the connection was made, ironworkers finished the job by torquing the bolts at the joints that had been formed. Later, the Liebherr LTM 1450 was used on its own to set a final bridge piece that was not over water.
“This job demonstrates that using one crane isn’t always the most efficient approach,” said Brian Meek, equipment specialist for ALL. “In this case, using a single 800-ton crane would have required more ground prep, a bigger pad, and more time. By using the two 550s, the work was done in about half the time.”
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Editor's Note: Scranton Gillette Communications and the SGC Infrastructure Group are not liable for the accuracy, efficacy and validity of the claims made in this piece. The views expressed in this content do not reflect the position of the Roads & Bridges' Editorial Team.