Tag-Archive for » Drilled Shafts «

March 01st, 2010 | Author: Robert Thompson

I have uploaded the presentation Steve gave at Geo-Florida 2010 on February 24th.  You can find it on our Presentations page or by clicking the image below.  Enjoy!

 

Pages from Tip Grout Audubon Bridge_Dapp Brown_Geo Florida 2010

 

February 25th, 2010 | Author: Robert Thompson

It has been a little while since we last visited the John James Audubon Bridge site in New roads, Louisiana.  My how things have changed!  I just have a couple of pictures of the piers from January – it is really looking like a bridge now!  For frequent updates, check out the webcam and the photo albums on the project web page.  The web cams have a really cool time lapse button that shows you a time lapse loop of the pier from the beginning of construction.

UPDATE (2/28/10) - I added 3 new photos to the slide show that were taken this last week. At that time the piers were at lift 21 and were about elevation +335 feet (the top of the sheet piles at the foundation level are about elevation +50 feet).

January 26th, 2010 | Author: Robert Thompson

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DBA is on the successful team that was awarded the contract for the new Mississippi River Bridge in St. Louis, Missouri.  The project is a joint project of MoDOT/IDOT with MoDOT being the lead agency.  HNTB is the lead bridge designer for the new cable-stayed bridge carrying I-70 over the river.  The bridge is one part of a larger project that also includes the MIssouri North I-70 Interchange, the Illinois I-70 Connection, and the Illinois Tri-level Exchnage

From the project web site:

The $640 million Mississippi River Bridge project is proceeding through design, with construction scheduled to start in early 2010. The new Mississippi River Bridge is the first bridge built connecting downtown St. Louis and southwestern Illinois in more than 40 years. Currently, the only urban interstate bridge between Illinois and Missouri is the Poplar Street Bridge, known locally as the PSB. The PSB is one of two bridges in the United States that carry three interstates. By relocating one interstate (I-70) from the Poplar Street Bridge to the new Mississippi River Bridge, drivers will experience less congestion, fewer crashes and less unnecessary fuel use.

The new Mississippi River Bridge will be a 1,500 foot cable-stayed bridge across the Mississippi River between Metro East and St. Louis, Missouri. The bridge is two lanes in each direction, but is wide enough to be restriped for three lanes in each direction if traffic volumes warrant and additional funding is secured. In addition, the bridge project includes approaches on the Illinois and Missouri sides to get traffic to the bridge.

The wining contractor team is Massman/Traylor Brothers/Alberici Constructors.  DBA’s role was to help prepare an alternate concept for the drilled shaft foundation design which will include load test measurements.  We anticipate construction to begin in March with load test shaft.

An overview of the bridge is here.  The press release for the award of the main bridge is here.

 

logo-massman    logo-traylor alberici

January 26th, 2010 | Author: Robert Thompson

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I have added a recent paper that Dan and Steve contributed to concerning loess that is in the November, 2009 issue of the DFI Journal.  The paper describes the results of site investigation and laboratory tests at a site in Kansas with loess deposits.  The effectiveness of various correlations between field and laboratory tests and design properties are evaluated.  Steve is currently working on the follow-up paper that evaluates lateral load tests of drilled shafts at the site.

Parson, R.L., Johnson, R.M., Brown, D.A., Dapp, S.D., and Brennan, J.J., 2009. “Characterization of Loess for Deep Foundations”, DFI Journal Volume 3, No. 2, November 2009, Deep Foundations Institute, pp14-24.

November 03rd, 2009 | Author: Robert Thompson

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I have added the paper that we wrote and Dan presented at the Deep Foundations Institute 34th Annual Conference on Deep Foundations that was held in Kansas City, MO late last month.  The paper highlights how the design-build process was successful in the design and construction of the large diameter drilled shafts supporting the bridge.  We discuss the installation methods used, the load test program, and how we evaluated the durability of the shale rock sockets under drilling fluid.

You can check out the progress of the bridge at the project website.

Axtell, P.J., Thompson, W.R., and Brown, D.A., 2009. “Drilled Shaft Foundations for the kcICON Missouri River Bridge”, Deep Foundations Institute 34th Annual Conference on Deep Foundations, Conference Proceedings 2009, October 21-23, 2009, Kansas City, Missouri, pp. 3-12.

 

October 30th, 2009 | Author: Robert Thompson

If you frequent this blog, you have noticed that posts have been rare the last few months.  That is mostly to my being in the field a lot this summer and very busy on lost of projects.  While that is good, it meant I did not have time for updates.  Below are some slide shows from a few drilled shaft projects we worked on this summer.

 

Garden State Parkway Mullica River Bridge, New Jersey – Test Shaft Installation

Paul took a trip to lovely New Jersey to observe a large diameter test shaft on the Mullica River Bridge.  DBA worked as a consultant for Parsons Brinckerhoff on an 8-foot diameter, 220-foot deep test shaft.  CASE was the drilled shaft contractor and Agate was the general contractor.  DBA consulted on the design of the test shaft program, as well as the use of Self Consolidating Concrete (SCC).

 

 

Drilled Shaft Lateral Load Test Research with the University of Kansas

Paul took a ride out west to Kansas City, Kansas (close to home!) to observe a drilled shaft lateral load test in Wyandotte County, near the Cabela’s store on I-435.  The test is part of ongoing research by the University of Kansas for the Kansas DOT.   DBA was involved in previous research concerning laterally loaded shafts behind MSE walls (see previous post, click here for more information on the project).  This research continues on the same theme of investigating the behavior of laterally loaded shafts socketed into the sedimentary rocks in eastern Kansas.  DBA does not have an active role in this project, just an academic interest. 

 

 

 

Huey P. Long Bridge Improvements, New Orleans, Louisiana – Test Shaft Installation

The Huey P. Long Bridge in New Orleans (built in the 1930s) is undergoing a major rehab and expansion.  The vehicle traffic will increase from 2 9-foot lanes in each direction to 3 11-foot lanes in each direction.  This is a very interesting combined highway and railroad bridge with a fascinating history.  The bridge is actually a private bridge owned by the New Orleans Public Belt Railway (click the link to see some cool photos from the construction of the bridge in the 1930s). The project website is here. 

DBA was consulting with the joint venture building the bridge for the base-grouted drilled shafts under one new pier.  A test-shaft was built and tested with O-cells.  Robert was on site while they excavated the test shaft.  Steve was on site during grouting.

August 10th, 2009 | Author: Robert Thompson

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The May 2009 issue of Foundation Drilling had an article by Dan and Robert summarizing the recent research on drilled shafts socketed into rock for the Southeast Chapter of ADSC .

The article has been posted to our Publications Page.  The full report is located here, for those looking for a little light reading. 

A test site has been selected for Atlanta in the Piedmont formation.  Check back here or at the project page for updates as things move forward.

 

Nashville site shaft excavation

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May 05th, 2009 | Author: Robert Thompson
UPDATE (5/19/09): Here is an article the Kansas City Star on-line.  It has links to photos and video.
Main Pylon under construction for Bond Bridge, Kansas City, MO

Main Pylon under construction for Bond Bridge, Kansas City, MO

Work by DBA is all but compete on the kcICON project.  All drilled shafts have been installed and base grouted. Construction of the shafts went very well, with no significant issues.  Hayes Drilling installed all of the land-based shafts.  AFT performed all of the base grouting.

The main pylon in the river continues to take shape.  It won’t be long before PCC will have it looking like a bridge!

Paul has been “enjoying” observing drilled shafts at night and base grouting during the day.  A collection of some of his photos from the last bits of shaft construction are below.  He got some great shots of the pylon, including some out in the river.

More pictures here.

Previous post here.