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Deep Foundation Drilling Shafts to Bridge the Mississippi

The Project

Michels met the challenge of the Mighty Mississippi when called upon to install shafts for a new bridge carrying eight lanes of traffic over the river on Interstate-74 between Bettendorf, IA and Moline, IL. The new bridge would be an important link in the Quad Cities area, replacing a two-lane westbound bridge from 1935 and the two-lane eastbound bridge from 1960. The I-74 bridge traffic is over capacity, leading to long delays and frequent need for repairs. Currently, the average daily traffic count on the bridges is about 75,000. By 2035, it is estimated to top 100,000. A new bridge is needed to accommodate current and future traffic volumes.

The new bridge’s visual highlight will be two 164-ft arches, but the foundation system is equally impressive. As one of North America’s largest deep foundation drilling companies, our scope of work was to install 242 7-ft to 10-ft outer diameter permanently cased drilled shafts to support the 28 piers spanning the 3,370-ft section of the Mississippi River. The piers will support a basket-handle, true-arch twin bridge.

  • Install shafts for a new bridge carrying eight lanes of traffic over the river on Interstate-74 between Bettendorf, IA and Moline, IL
  • Pair of suspension bridges, spanning length of 3,372 ft.
  • Constructed in 1935 and 1961
  • Functionally obsolete
  • Michels’ Scope: Foundation to include 28 Piers; 242 Drilled Shafts

Challenges

Drilled pier foundation jobs are typically risky due to the unknowns of what lies below the ground surface. The risk on this project increased because the ground surface was below 10 to 25 ft of flowing Mississippi River water. This project’s contract documents included better-than-average soil boring information; however, with more than 200 drilled shafts in the river, Michels was destined to uncover unknown features.

Safety. Because falling into the Mississippi River was a concern of the crew members, a man-overboard drill was conducted and coordinated with local authorities. The response times were tracked and a Man Overboard Safety Plan was implemented. Fortunately, the plan did not need to be implemented during Michels’ scope of work.

Environment. The largest environmental challenge was containing, treating and disposing of drilling fluid. Michels utilized the river water as drilling fluid. The Michels environmental team was diligent with preparing, discussing and implementing an acceptable Water Treatment Plan to adhere to strict environmental regulations in accordance with all state and federal agencies.

Weather. The project schedule dictated installation of the drilled shafts to run through the freezing winter and wet spring seasons. Michels Corporation reviewed historic river data prior to fabricating the permanent casing to allow for the river pool to fluctuate during the year. If the casing was too long, it would be inefficient to work around and would require cutting, which would take time; if it was too short, it would delay installation until the river levels receded. The summer season brought potential of thunderstorms and lighting. Being isolated on a steel barge with a crane and drill rig sticking into the air increased the risk of lightning strikes. The winter season brought freezing temperatures and ice.

The Jobsite

The Mississippi River is a unique jobsite. The jobsite had one personnel dock and one materials loading dock. Personnel were moved using closed cabin crew boats. Materials were loaded on barges and pushed out to location with tugboats. The existing bridge was west of the new construction. During periods of increased flow, two tugboats were utilized to transport barges to ensure the barge remained in control and spotted in the correct location for use.

  • Working in strong currents, freezing temperatures and on rocking barges
  • Discovered caverns when drilling into some parts of the bedrock
  • Risks warranted creation of a Man Overboard Safety Plan & Water Treatment Plan
  • Endangered clams

A load test was performed with an Osterburg Cell to confirm<br />constructed shafts met designed capabilities.

A load test was performed with an Osterburg Cell to confirm
constructed shafts met designed capabilities.

Winning Strategies

Safety: Daily safety discussions took place prior to the start of work each day. Once a week, a foundations-related safety topic was discussed with the group.

Environment: Prior to the arrival of the Michels drilled shaft operation, a team of divers relocated endangered clams. Another challenge crews ran into was the discovery of caverns when drilling into some parts of the bedrock. Michels worked with the engineer to develop a plan to construct the drilled shafts that encountered the caverns. 

Weather: During the months with freezing temperatures, grain hopper barges were brought in to contain the drilling fluid prior to treatment and discharge.

Sustainable Operations: The drilled shafts were installed with simultaneous use of four drill rigs, three working off marine barges. The installation of the drilled shafts was completed with the simultaneous use of two Liebherr LB36 and one IMT 300 drill rigs. Utilizing barges, 233 drilled shafts were installed in the river. Michels crews also installed 7-ft to 10-ft permanent steel casing into the bedrock, and drilled to depths of 60 feet for each shaft.

Since the drilled shafts are the key piece in supporting the bridge structure, Michels provided cross-hole sonic logging to verify the integrity and strength of the concrete within the shafts and to add another level of quality control for the owner/customer.

Test Reduces Schedule and Costs

A load test was performed with an Osterburg Cell within a demonstration shaft to confirm the constructed shafts were meeting designed capacities. Due to the information gained by performing a load test, 24 drilled shaft rock sockets were reduced by a cumulative length of 228’. By reducing the rock socket lengths, the schedule and cost of the project were also reduced.  

Tugboats were used to bring concrete from shore to the drilled shafts.<br />Scheduling of the tugboats was a critical component of the project.

Tugboats were used to bring concrete from shore to the drilled shafts.
Scheduling of the tugboats was a critical component of the project.

Planning for Productivity

There were limited hours each day for tugboats to push concrete trucks out to pour a shaft, push in excavated spoils, move deep foundation drilling and crane barges to the next shaft location, and supply the barges with fuel, reinforcement cages, and permanent casing. Extensive planning took place each day to ensure the tugboats, the linchpins of the project, were being efficiently utilized to shift the barges and materials daily. On any given day, Michels transported five concrete trucks by barge from shore to shaft sites to pour between 40 and 240 cubic yards of concrete.

To be productive, each drilling barge island needed to be independent and self-sufficient since there were limited crew boats and it took approximately one hour for a round trip back to the dock. Additional planning went into stocking the supply trailers since the foreman couldn’t walk over to their pickup truck and grab a screwdriver or pliers.

Overcoming Obstacles with Innovation

Two of the project piers were in the main river channel, and there was not any overburden material above the bedrock. This made it very difficult to place the casing in the correct location and seat it into the bedrock with the main channel river currents. A crude sketch turned into a casing kerf-cutting tool, which was nicknamed the “Kitchen Sink” by the crew members. This tool allowed for a kerf to be cut into the bedrock to allow the casing to be installed in the correct location, meeting project specification location tolerances.

Cofferdams were constructed from steel sheet pile and dewatered<br />to allow access to the top of drilled shafts.

Cofferdams were constructed from steel sheet pile and dewatered
to allow access to the top of drilled shafts.

Cofferdams

The majority of the work on the cofferdams and footings took place during the winter months of 2017-18. The crews worked 24 hours a day to complete the schedule critical concrete footing pours.

Conclusion

Michels’ team of deep foundations contractors successfully completed their portion of the contract six months ahead of the construction schedule. Teamwork was on display throughout the job from the pre-job planning to the daily coordination meetings. The crew took pride in their work and always took time to explain what Michels was doing on the river to curious local residents. At the end of the day, Michels was the deep foundation contractor honored to be a critical part of building a bridge to allow the traveling public to safely traverse the largest river in the United States, the Mississippi.

The Vision

  • Basket-Handle, True Arch Twin Bridge
  • Economic Growth
  • Increase Safety
    • 4 Lanes Each Direction
    • Bike/Pedestrian Path
  • Improve Air Quality

Achievements

  • Successfully completed its portion of the contract six months ahead of construction schedule
  • Built a casing kerf-cutting tool nicknamed “Kitchen Sink” to aid in the proper installation of casing
  • Crew members worked 39,000 man-hours without an OSHA recordable incident
  • Environmental team worked with two local Department of Natural Resources agencies and within the EPA guidelines to generate a Water Treatment Plan

Contact Us to learn more about this project and tell us how we can help you with upcoming work!


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