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Features: What We Build — March/April 2006

Shock Proof

Utah State Capitol Gets a Seismic Facelift

A $212-million restoration at the Capitol is highlighted by life-safety improvements and a base-isolation system that should diminish earthquake damage

By Brad Fullmer

The Utah State Capitol in Salt Lake City is undergoing a complex restoration highlighted by a base-isolation system.
Photo courtesy of Harrison Co.

Designers and contractors working on the $212-million restoration of the Utah State Capitol in Salt Lake City have teamed up to bridge a 90-year gap between the past and future, with a complex base-isolation system at the core of the project.

"Initially, when we were looking at the building, the number-one concern was life safety," says David Hart, executive director of the Capitol Preservation Board and the Capitol architect. "And as we looked at life-safety issues, we realized that to save the building, it would basically need to be gutted."

That's because the 320,000-sq-ft historic structure is located along the Wasatch Fault, a 170-mi.-long segmented normal-fault system that geologists and other seismic experts predict will eventually produce an earthquake with potentially cataclysmic results.

Built in 1915, the concrete Capitol is being stripped down to its bare essentials while leaving most of the historic pieces intact.

tructural improvements include new concrete load-bearing walls in addition to the base-isolation system of 265 base isolators and 15 sliders being installed under 280 of the 380 concrete columns that support the building.

"It's a monumental task," says Kevin Brown, project manager for Jacobsen-Hunt, the joint venture general contractor of Jacobsen Construction Co. Inc., Salt Lake City; and Hunt Construction Group, Scottsdale. "It's extremely challenging installing that many isolators in a very confined working space."

Construction includes new exterior and interior shear walls as part of the structural upgrade. All columns and exterior decorations will also be better tied to the structure to prevent tipping or falling during an earthquake.
Photo courtesy of Harrison Co.

Hunt's Dennis Sexhauer adds, "Just the fact that it's an existing building makes it a more difficult process. The historic nature and all the irreplaceable historic fabric require so much more time and effort. One-third of construction time is purely in the protection of historic elements."

A De-Coupling Strategy

The design strategy of the base-isolation system is basically "to de-couple the building from the ground," says Jerod Johnson, project engineer for Reaveley Engineers and Associates Inc., Salt Lake City, which teamed with Forell/Elsesser of San Francisco on the structural design. "The objective is not to move the building at all. If it does move, we want to minimize that to 1/16-in. tolerances. So far, we've experienced nothing that big-more like one-thousandth of an inch."

In June, crews began installing the first base isolators-cylindrical devices consisting of laminated layers of rubber and steel plates that surround an energy-absorbing lead core. Manufactured by DBI, Reno, the isolators range from 34 to 44 in. across and are about 20 in. tall. Harris Rebar, Salt Lake City, built the rebar-intensive reinforcing systems under each of the four massive rotunda piers.

The 15 sliders-located where the columns are not carrying the extreme loads supported by base isolators-are larger because the entire building must be able to handle 2 ft of earthquake displacement in any direction. A slider is a Teflon pad-bearing mechanism resting on an 18-in.-diameter stainless steel plate.

Micropile Suspension System

Before installing the base isolators, the soil at the Utah State Capitol site had to be reinforced with a unique micropile suspension system designed by Jerry Bishop of Geotechnical Design, Salt Lake City. The system must be able to handle the immense loads of a building weighing more than 130 million lbs, with another 30-plus million expected to be added in new structural concrete and steel.

Bishop utilized a Titan Hollow Bar system, which originated in Europe more than 20 years ago, and was initially introduced to the Intermountain region in the mid-'90s.

Approximately 3,000 individual micropiles were drilled up to 30 ft into the ground. The micropiles, which are hollow and include a sacrificial drill bit, are filled with a water-cement grout mixture (45% water-to-cement) discharged out the bottom of the hole after it has been drilled. The water-cement mixture combines with sand and gravel to form a 3,000 to 4,000 psi concrete shell around each micropile.

"We kind of pioneered the use of this system in Utah," says Bishop. "Doing it on this type of scale has never been done as far as I know, at least not in Utah. Once they transfer the load outward, it could not have movement of more than three-eighths of an inch."

David Hart, the Capitol architect, adds: "Soil reinforcement on this project-to be able to hold the loads of the transfer-has been a key aspect. Jerry had to make sure that whatever he was putting into the ground was going to be able to support those loads."


One of 265 base isolators being installed under columns.
Photo courtesy Michael Dunn, Dunn Communications

The isolators and sliders are designed to dramatically reduce the seismic impact of a major earthquake. If they work as intended, a quake that measures 8.0 on the Richter scale would have an impact on the Capitol equal to a 5.5 earthquake. When the lateral force of the earthquake pushes against the isolator, it stretches horizontally, so that, rather than shaking apart, the Capitol will slide back and forth on the isolator bearings, reducing the structural impact of the seismic forces.

But installing the isolators is tricky. New 5-ft-wide concrete load-transfer beams are cast around existing columns and utilize temporary loading, pancake jacks for support. When the jack is opened, the column loads travel through the load-transfer beams and into the jack, temporarily taking the load off the column, which is then cut off below the load-transfer beams.

The project also includes restoration of the plaza to the design of original Capitol architect Richard Kletting, with new walkways and access points.

Crews slide the base isolators under the beams and lift them into place, essentially hanging them from the load-transfer beams. An area below the isolator is excavated so that a new footing and pedestal fills the gap between the footing and the isolator. The load path from the column is transferred into the isolator and the new footing.

Any remaining space is filled using a water-inflated flat jack to transfer the column load onto the new footing. Eventually, the water in the flat jack is replaced with epoxy under full load for permanent structural support.

"One of the ways we evaluated this structure was with a finite element analysis model," says Mason Walters, principal for Forell/Elsesser. "The computational method allows us to mathematically characterize the properties of all the components of the load-transfer system in great detail. It allows us to mathematically simulate the effects of the loadings, as well as the reinforcement in the post-tensioning. In so doing, it allows us to calculate the stresses and the deformations [the building] will go through in a lifetime, including earthquake loading."

Design Workshops Were Critical to the Project's Success

Eighteen months before ground was broken on the Utah State Capitol restoration in September 2004, design and construction team members went through a series of 20 workshops to ensure that the project stayed within stringent budget and schedule requirements.

The workshops covered numerous issues, ranging from designing complicated structural, electrical and mechanical system elements, to items as basic as what kind of light fixtures to install. There was one goal in mind-to preserve the historical integrity of the Capitol while incorporating into the building all the modern conveniences of the 21st Century.

"A fairly unique part of this project is that the contractor and the designers were selected at the same time," says Lonnie Bullard, president and CEO of Jacobsen Construction Co. Inc., Salt Lake City. "So we started working jointly on this project. In fact, the team moved on site together-that rarely ever happens.

ow you have the preconstruction team, the architectural team and designers in the same complex working together and solving problems."

The workshops allowed the team to carefully analyze every aspect of the building, then put it back together conceptually. "It was a very intense process, but a very worthwhile process on a project like this," Bullard says.

Dennis Sexhauer, a principal with Hunt Construction Group, Scottsdale, says: "It was an extensive process-the owner mandated it. It was phenomenal. We brought in the entire team early on in the process. As each session went on, they would bring in whatever players were necessary and tear away ideas and thoughts to determine the best way to go forward."

The best part is that the budget has remained intact, despite major hikes in construction material costs and a shortage of skilled labor, says David Hart, the Capitol architect. "From a budget standpoint, [Jacobsen-Hunt] has done a great job managing this project," Hart says. "One of the things I feel best about on this project is the collaboration that has happened. The architects and the contractors are working so well with us. We have been able to find things and solve things before they become problems."

Change orders to date have totaled between $500,000 and $600,000-less than one-half of 1% of the $200-million-plus budget, Hart says.


The entire building was gutted down to the original support walls and columns, then reinforced with new concrete walls.
Photo courtesy Michael Dunn, Dunn Communications

Hart adds: "Base isolation is driving the entire ship. The reason for base isolation is to allow the building to experience an earthquake at a much lower force. When base isolation is complete, the building will be subjected to only 1 G of force as opposed to 7 Gs of force."

The Capitol-scheduled for completion by November 2007-is the second historical restoration project in Utah to use base isolation. The first was the City County Building in Salt Lake City, done by Jacobsen Construction in 1987, and the first historic building in the world to utilize a base-isolation process.

"It's certainly a once-in-a-lifetime project," says Lonnie Bullard, president/CEO of Jacobsen Construction. "We're fortunate to be associated with a project that is a historic building, that has been here for decades and will be here for another hundred years."

"Base isolation is driving the entire ship.
The reason for base isolation is to allow the building to experience an earthquake at a much lower force."

  -
David Hart,
    Executive Director of the Capitol
    Preservation Board and
    the Capitol Architect

 

 

 

 

 

 


  

 

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