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So the Gerald Desmond Bridge is being replaced with California’s first long span, cable-stayed bridge, with an additional 50 feet of clearance, making it one of the tallest cable-stayed bridges in the United States. The cables will be anchored on two, 515-foot tall support towers. The new bridge will also be wider, providing room for additional traffic lanes, emergency access lanes, and a bicycle/pedestrian path. When it is complete, the old bridge will be demolished.
Bridge construction began in 2012, but Long Beach citizens could be pardoned if they have been underwhelmed by visible progress to date; the project is complicated by the presence of the Wilmington Oil Field, one of California’s largest oil fields, which lies directly beneath the bridge site. Subsidence has been an issue in and around the Wilmington Oil Field since the 1930s, and the region has been a hotbed of progressive monitoring techniques for about 70 years.
Clearing out old wells and rerouting major utilities has been lengthy, challenging, tedious, and mostly invisible to commuters. But with that work done, Shimmick/FCC/Impregilo (SFI) — the joint venture team that won the project’s design/build contract — is now turning its attention to construction that is more iconic and spectacular; building the bridge support towers and keeping them vertically aligned. Given the “sinking feeling” for which the oil field is known, maintaining vertical alignment during construction is a serious concern. In a cable-stayed design like this one, achieving and maintaining excellent vertical alignment of the bridge support towers is one of the most critical construction tasks. For the Gerald Desmond Bridge Replacement project, a vertical alignment system developed by Leica Geosystems and proven on supertall building projects like the Burj Khalifa and New York’s 432 Park Avenue residential building (which is on track to be one of North America's tallest towers), was selected as the tool that project surveyors will use for this important job.
Monitoring in Long Beach
Subsidence of the Wilmington Oil Field has been startling at times; in the 1940s and 1950s, subsidence of as much as 29 feet was recorded in some areas. The problem has been mitigated since the 1950s with water injection into oil reservoirs; this grew into one of the world’s largest water flooding programs, and 600 injection wells currently pump about one million barrels per day into the field.
Subsidence in Long Beach, and the effect of waterflooding (the use of water injection to increase the production from oil reservoirs), have been the subject of intense monitoring for decades, occasionally by exotic means: “Precision casing collar surveys” measured change in well casing collars, compaction recorders were used to measure subsidence in shallow aquifers, and tidal gauge recorders were used to compare tide heights to shoreline features. There was even a program that shot radioactive bullets into production wells, and later attempted to track the bullet location with a gamma ray survey.
But for many decades, the mainstay of the monitoring program was a large and sophisticated spirit level network that ultimately included 350 benchmarks in the City of Long Beach and 540 benchmarks in the port. It was a good method—very precise—but it was also time consuming with no real-time component. So, since 2001, the city has relied on twice annual GPS surveys, and a network of twelve continuously operating receivers placed strategically around the city and port.
It’s fitting, then, that the new bridge support towers also rely on an innovative use of GNSS receivers to maintain plumb during construction. The Leica Geosystems Vertical Alignment System used in this project is built around a Leica TS15i total station and up to six Leica GM10 GNSS receivers, several rovers and radios, and specialized software. GNSS and optical data are monitored and processed continuously in real-time by a custom implementation of Leica’s GNSS Spider Software. Leica’s SmartNet RTK network, along with ground-based control, is used as a reference. The system is able to compare real-time tower position with design position and can be used to compensate for several factors, including crane weight, wind load, and even the thermal expansion caused by unequal solar loads. Contractors and project surveyors use this high quality information to guide concrete formwork and positioning of new steel members.
Taking GNSS to New Heights
This is an innovative system, developed by Leica Geosystems for use on super tall buildings such as New York City’s 1 World Trade Center. Previously, the alignment of tall structures depended on the painstaking extension of ground control networks. “In the past, when you wanted to work on a tower or a bridge support, you’d establish a ground reference, and then have a prism up on the actual formwork,” said Leica Geosystems’ Director of Structural Monitoring David Rutledge. “As the structure began to climb in height, maintaining line of sight to the prism would become increasingly difficult. The Leica solution is to gracefully switch over to the GNSS system for primary alignment control. This is a proven methodology that has been used on the world’s largest buildings.”
After construction is complete, the receivers can be left in place to provide ongoing monitoring. (Incidentally, Rutledge was also instrumental in setting up the GPS subsidence monitoring system in Long Beach.)
“On previous projects, we’ve shown that our system can maintain tight tolerances,” Rutledge said, “…well within the couple of inches specified on the Gerald Desmond Bridge.”
It’s interesting to consider the importance of GNSS monitoring to this part of the world. From precise monitoring of deformation caused by oil production, to precise vertical alignment of a tower 515 feet above the ground surface, the Port and City of Long Beach rely on the skillful use of GNSS receivers to keep things level and plumb … and to avoid that sinking feeling.