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!
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!
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).
DBA is the geotechnical engineer for a pre-cast post-tensioned segmental concrete bridge that is part of what is called the “missing link” in the Foothills Parkway (see background information below) near the Great Smokey Mountains National Park. The National Park Service has awarded a design/build contract to Bell & Associates Highway Construction of Brentwood, TN. VSL will cast and erect the post-tensioned segmental bridge. The lead bridge designer is Corven Engineering, Inc. of Tallahassee, FL. Palmer Engineering in Nashville, TN will be the structural/civil engineer for the project. Some design work was begun by FHWA Eastern Federal Lands Division in the 1990’s but was never completed and let for bid due to lack of funding. The process to complete the “missing link” has begun again using the design/build delivery system.
Since the purpose of the Parkway is to provide scenic views of the mountains and valleys, the project has strict requirements to minimize disturbance. In addition to special design and construction techniques (to be discussed in a later post after design is complete), Bell included significant attention to landscaping and site preservation. Hedstrom Design of Knoxville, TN is the landscape architect for the project, providing services key to minimizing impact on the site from construction activities, as well as providing a finished look to the the project that blends with the surrounding landscape.
Design work is well under way and Bell has started work at the site. The bridge is scheduled to be completed by November, 2011 – a very tight schedule!
A local news article about the project award is here in the Cherokee One Feather.
Click on the image to see a map of the Parkway (Source: Briefing Statement linked below):
Background information on the Parkway and the “Missing Link”:
Congress authorized the Foothills Parkway as a scenic parkway on February 22, 1944 (Public Law 232). The stated purpose of the Parkway is to provide beautiful vistas of the Great Smoky Mountains along their northern flank (TN) and to disperse traffic in the area. The entire 72-mile corridor is administered by Great Smoky Mountains National Park. To date, two discontinuous segments totaling 22.5 miles are completed and open. The Parkway parallels the Park’s northern boundary from Chilhowee Lake, TN (Section 8H) to I-40 near Cosby, TN (Section 8A).
Between 1966 and 1970, a 6.4-mile section of road between U.S. Highway 321 in Walland and Carr Creek (Section 8F), was constructed. In the 1980s, two contracts were awarded for construction of approximately 10 miles of road (Section 8E). Both projects experienced structural fill failures and erosion problems that caused the projects to be suspended in 1989, thus leaving a 1.65-mile segment uncompleted around Caylor Gap which is referred to as the “missing link.” In the 1990s, a new design was developed by the Federal Highway Administration (FHWA) to complete the “missing link” using bridges, walls, and fills to minimize surface disturbance and environmental impacts.
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.
The kcICON project in Kansas City, Missouri is using Facebook and YouTube as a public relations tool. They have recently posted new videos and pictures. The latest video is of demolition of one of the existing approach structures. It is all done for public relations, so the photos and videos are oriented for the general public, showing how the project is moving along, how their tax dollars are being spent, and providing information on lane closures, etc.
The kcICON Facebook page is here. The project website with more photos and a web cam is here. You can also follow the project on Twitter here.
I expect we’ll see more use of Facebook, Twitter, etc. on projects in the future. It appears to be effective, at least for the techno-savy crowd!
I have updated our calendar for 2010 to include many events in the geotechnical and foundation engineering world that may be of interest, plus known speaking/teaching appearances by Dan. I’ll put in a plug for the events calendars and listings for ADSC, DFI, Geo-Institute, and PDCA. I get most of my information from them.
Some, but not all events,(in addition to my previous post) are:
DFI Helical Foundations & Tiebacks Specialty Seminar – Feb 1
DFI and PDCA – A Joint Conference on Driven Pile – Mar 12
ADSC Drilled Shaft Foundations Seminar – Mar 19
PDCA 14th Annual International Conference and Expo – May 6-8
2nd International Symposium on Cone Penetration Testing – May 9-11
International Bridge Conference 2010 – June 6-10
Earth Retention 2010 – Aug 1-4
DFI 34th Annual Conference on Deep Foundations – Oct 12-15
An article on the kcICON bridge project was published in the November 2009 issue of Roads and Bridges magazine. The article was written by Pat Cassity, P.E. of Parsons Transportation Group, Brian Kidwell, P.E. of MoDOT, and Pat Byrne, P.E. of Massman. The on-line version is here. I have also posted a PDF on the kcICON page our Consulting Projects page you can access by clicking the image below.
One area of work we are frequently involved in is data analysis and evaluation of lateral load tests performed by the Statnamic testing device (learn more at the website of Applied Foundation Testing). The mathematics involved in the data reduction can be quite formidable as you interpret the dynamic load-response to an equivalent static load-response. Regardless of the math behind it, watching a test can be pretty cool. It is a whole lot of work for a brief moment of load, but in some situations it can be more economical than a traditional load test.
The video below is from a test on 170-foot long, 32-inch outside diameter steel pipe pile with 0.75"-inch wall thickness. The pile was filled with concrete that included an instrumented rebar cage.
Enjoy!
Steve just can’t get enough of the state of Louisiana. Now that the Audubon Bridge foundations are complete, he needed an excuse to get back and found himself in the Crescent City observing production shaft base grouting at the Huey P. Long Bridge project. Here area few more good construction photos to supplement my previous post.
Here is an interesting story in the New Orleans Times-Picayune about the bridge project explaining how they are widening the bridge.
Dan, Paul and Erik were at the 34th Deep Foundations Institute Annual Conference in Kansas City last month. Dan was one of the keynote speakers where he presented our paper on the drilled shafts for the Missouri River Bridge on the kcICON project in Kansas City. Paul was also able to receive the Special Recognition Award (honorable mention) in the annual project awards for the pile foundations at the Biloxi Bay Bridge project.
More photos from the conference are at this link.