Tim Siegel Appointed New Co-Editor of DFI Journal

As Robert recently posted, Dan is taking on new roles at the Deep Foundations Institute (DFI) as a member of the DFI Educational Trust Board and as treasurer of the DFI Board of Trustees.  Tim Siegel is now stepping in to fill Dan’s former role as co-editor of the DFI Journal.  From DFI:

February 24, 2014, Hawthorne NJ: Maney Publishing and the Deep Foundations Institute (DFI) are pleased to announce the appointment of Anne Lemnitzer and Timothy C. Siegel as the new co-editors of DFI Journal: The Journal of the Deep Foundations Institute. They will succeed lead editors Ali Porbaha and Dan Brown, who are stepping down after being editors since the Journal’s inception, and Zia Zafir, who will remain on the editorial board.

Timothy Siegel is a principal engineer with Dan Brown and Associates PC and member of the adjunct faculty at the University of Tennessee. He holds a B.S. and M.S. in Civil Engineering from Georgia Institute of Technology and has spent over 20 years working in industry. He is a member of the DFI’s Ground Improvement and Seismic and Lateral Loads Committees and has authored or co-authored over 45 technical papers and has presented at conferences throughout the USA.

Anne Lemnitzer is assistant professor at the University of California in Irvine. She holds a Ph.D. in structural engineering from UCLA as well as an M.S. in Geotechnical Engineering from California State University, Long Beach and B.S. from the University of Applied Science in Leipzig, Germany, where she was awarded a Fulbright Scholarship to continue her education. Her research interests lie at the interface of geotechnical and structural earthquake engineering.

Tim Siegel comments, “At no time in history has the practice of foundation engineering been as challenging as it is now. Ambitious projects, stringent design codes, the likelihood of litigation, and high expectations require engineers to effectively intertwine theory and experience. At a time when many technical journals are focused on the former, the DFI Journal plays a vital role by offering a balance between theory and experience. This is one reason that DFI Journal is a leading platform for technology transfer on design and construction of deep foundations and ground improvement.”

Anne Lemnitzer comments, “I am excited to work with my colleague Tim Siegel in serving as co-editor of the DFI Journal and hope to further enhance its reputation and circulation in the geotechnical community. We are determined to seek the best deep foundation research from across the world and combine it with the most innovative design projects currently built, hereby creating a unique stage for intellectual exchange, transfer of knowledge and professional development. The DFI Journal provides this alternative approach compared to traditional scientific journals and we are looking forward to widening the audience through hands-on, understandable publications that can make lasting impacts on our foundation industry.”

“DFI is excited to have members, Tim Siegel and Anne Lemnitzer taking the lead as Journal co-editors as we strive to increase the readership and frequency of the publication. The Journal is the perfect vehicle for achieving DFI’s mission to disseminate practical and useful content to the deep foundations construction industry and be the information resource for design and construction of foundations and excavations. We are confident the new editors will provide excellent insight, technical expertise and leadership in their new role,” says Theresa Rappaport, DFI executive director.

Tim, congratulations and thank you for your contributions to the industry!

Dan Brown Added to DFI Board and Educational Trust

Dan has taken on some new responsibilities with the Deep Foundations Institute (DFI).  He has joined both the Board of Directors and the Educational Trust Board as treasurer.  From DFI:

Dr. Dan Brown has joined the DFI Educational Trust Board and the DFI Board of Trustees as treasurer, effective January 1, 2014. Dr. Brown is recognized as one of America’s leading authorities on the construction and design of deep foundations for transportation structures. After 22 years on the faculty at Auburn University, Dr. Brown remains active in deep foundation practice through his consulting firm, Dan Brown and Associates. He has been recognized with the DFI Distinguished Service Award, ASCE Martin Kapp Foundation Engineering Award and the ADSC Outstanding Service Award. 

David Coleman of Underpinning & Foundation Skanska, has been elected to a second five-year term as Trustee (2014-2019), and Roger Healey of Goettle, was elected to second two-year term as At-Large Trustee (2014-2016). 

The elected officers for the Board of Trustees in 2014 are:

Chair: David Coleman

Vice Chair: M. Byrl Williams

Treasurer: Dan Brown

Secretary: Dan Dragone 

 

Congratulations Dan! 

Replacing the 89 Year Old Sellwood Bridge

DBA has had the pleasure of working with T.Y. Lin and SlaydenSundt JV in their effort to replace the Sellwood Bridge over the Willamette River in Multnomah County, Oregon, near Portland. Designed by Gustav Lindenthal, the existing Sellwood Bridge was constructed in 1925 to replace the Spokane Street Ferry, connecting the communities of Sellwood and West Portland.  In response to budget issues at the time, the Sellwood Bridge design was scaled back to minimize costs. Fast forward to 2014 and the existing Sellwood Bridge is now the only four-span continuous truss highway bridge in Oregon and possibly the nation. The bridge is extremely narrow, two lanes, no shoulder or median, and one small 4-ft sidewalk.  In addition to these shortcomings in design with respect to the modern age, the west end of the bridge was constructed on fill, and the hillside above the bridge is now slowly sliding toward the river. Ground movements have caused some of the girders to crack. Furthermore, the existing bridge was not designed to any seismic standards which present a major concern given the bridge’s location in the seismically active Pacific Northwest.

The new Sellwood Bridge will be a deck arch structure with three arches supporting the deck of the main river spans and is designed to the latest seismic standards. It will feature two 12-ft travel lanes, two-12 ft shared use sidewalks, and two 6.5-ft bike lane/emergency shoulders. Multnomah County is using the existing bridge truss on temporary pile foundations as a detour to save time and money during construction with minimal impact to traffic, people can always get quick loans without credit check process at any time if they have financial problems. According to www.cyclonebuildings.com, the original bridge truss was shifted on January 19, 2013. Complicating the move was the enormity of the bridge, an 1100-ft single truss weighing 3400 tons. In addition to the size and weight of the span, old age and its curved alignment added to the technical challenges. The impressive move took only 14 hours.  The detour bridge is currently fully operational and will continue to carry traffic until the summer of 2015 when the new bridge is scheduled to open.

DBA played key roles in the design and construction of the main arch piers. As part of the VE Design, DBA assumed engineering responsibility for the 10-ft diameter drilled shafts supporting Piers 4, 5, and 6 (4 & 5 being in the river and 6 on the eastern shore).  The lengths of these shafts ranged from 81 ft to 225 ft through a number of subsurface conditions which posed many challenges to construction. Subsurface conditions ranged from large loose cobbles/gravel (Catastrophic Flood Deposits) to cemented cobbles and gravel (Troutdale Formation), to very hard intact basalt bedrock. Due to the challenging geologic conditions and variability of these conditions across the site, DBA implemented an observational method in which the final shaft length determination was made on the basis of our on-site observations in relation to a set of predefined criteria. This approach provided the necessary flexibility to efficiently confront different subsurface conditions in a timely manner. Drilling subcontractor Malcolm Drilling successfully completed construction of the last of these shafts in mid-October 2013.

You can learn more about the bridge and the project at Multnomah County’s website, SellwoodBridge.org. The website has current field work updates, photo gallery, history of the project, and a live construction camera with daily, weekly, and monthly time-lapse videos.  There is also a time-lapse of the moving of the old truss.

written by Nathan Glinski, edited by David Graham

Websites That ROCK!

The blogosphere, as the world of blogging is sometimes called, is always changing as blogs come and go.  A new one focusing on geology education is geologydegree.org.  This is a new blog intended to promote the study of geology.  A recent post called Geology Online: 105 Websites That Rock included our very own blog as well as that of one of our good friends, GeoPrac.net by RockMan (aka Randy Post).  While DBA (and others listed, including GeoPrac.net) are not strictly geological blogs or websites, what we do includes a lot of geology as we design foundations to bear in or on rock.  Understanding the geology of a site is also important to understand the soils that are present above the bedrock.  Take a look, especially if you have a young’un (that’s Southern for young one, or child) at home that may find geology or geotechnical engineering interesting, although most of the childs these days just like to play LOL.

Happy 2014 from DBA!

Here is to a very Happy New Year from all of us at DBA!  May the world of geotechnical and foundation engineering be full of fun surprises and challenging work for everyone!

 

P.S. We hope you had a very Merry Christmas season as well! (Images courtesy of the World Wide Web).

MerryXmas

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Bubble Curtain for Driving Piles at Tappan Zee

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Image source: lohud.com

The design-build team Tappan Zee Constructors that is building the Tappan Zee Bridge is installing the over 200-ft long steel pipe piles using a relatively simple concept to mitigate vibration impacts on fish – a bubble curtain.  Such curtains have become more common as an approach to mitigate potential impacts (pardon the pun) on aquatic life when large piles are driven over water.  The vibrations from the hammer impact on the pile during driving are reduced or dampened by a curtain of bubbles generated around the pile by compressed air.  An item in the December 26th ASCE Smart Brief linked an article in The Journal News (White Plains, NY) highlighting the use of the curtain on the Tappan Zee project.

 

A rubber-looking sleeve covered the hammer where it met the pile, dampening some of the noise in the air. Underwater, however, it was a curtain of bubbles serving as the aquatic equivalent of earplugs for fish and other creatures in the Hudson River.

Aluminum rings are slid over the pilings like the rings on a shower curtain rod before any banging starts. Air pumped into the rings produces a sheath of bubbles in the water around the pile. The froth generated in the water is called a bubble curtain.

“Bubble curtains are designed to protect the fish in the area from the noise generated by the hammer impact below the water level,” said Walter Reichert, project manager for Tappan Zee Constructors. “This divides the water into basically two sections. It greatly reduces the sound waves.”

Check out the article for some neat pictures and a cool video about the process (with hammer sounds!).  Here is a small picture gallery from lohud.com.

Raising the Leo Frigo Bridge

Work to begin lifting the sagging portions of the Leo Frigo Memorial Bridge on I-43 in Green Bay, Wisconsin is scheduled to begin Tuesday.  According to the Green Bay Press Gazette,  Zenith Tech Inc. is working on the repairs.  It will be a BIG lift, indeed…..

Raising the troubled Leo Frigo Memorial Bridge back into place will be a task equivalent to hoisting an entire fleet of 747s into the air.

Experts have calculated that the sagging section of Green Bay’s distressed bridge weighs more than 3 million pounds, or about 1,600 tons.

……

Zenith Tech crews are expected to spend several days using hydraulic jacks to boost the Leo Frigo back into position — a process that will go slow, by design.

……

Starting with the northbound lanes, Zenith Tech will insert 10 hydraulic jacks beneath the bridge deck and operate them all simultaneously to raise the platform. Each jack will be exerting enough pressure to support 183,000 pounds, although Dreher said their capacity is 50 percent greater than that — just in case it is needed.

Dreher said the jacks will be calibrated carefully to operate in perfect unison, so there is no risk of the bridge deck leaning one way or the other as it is elevated.

“You can’t just go in there and start jacking away,” he said. “It definitely takes some coordination and good communication.

A very challenging and interesting repair project.  Kudos to the Wisconsin DOT and all involved in getting the repairs done quickly.

See our previous posts here.

Charles J. Berkel 1925-2013

A pioneer of the deep foundations industry has recently passed.  Charles J. Berkel, 88, Chairman of the Board and Founder of Berkel & Company, one of the largest piling contractors in the U.S., passed away November 4, 2013.  From DFI:

Berkel graduated from the University of Illinois in 1946 with a B.S. in Civil Engineering. A year later he began his career in deep foundation construction working for Intrusion-Prepakt in Chicago. While there he was the project engineer for the first commercial project supported on ACIP piles in the U.S. In 1959 he resigned from Prepakt and started his own company, Berkel & Company Contractors, specializing in pressure grouting and the installation of Auger Pressure Grouted (APG) piles. Over the decades, he grew the company to become one of the largest piling contractors in the U.S.

Funeral services were held Friday, November 8, 2013, in Lenexa, Kan. In lieu of flowers, the family suggests donations in Berkel’ s name to the University of Saint Mary, Leavenworth, Kan., the Sister Servants of Mary, Kansas City, Kan., or Sacred Heart Church in Shawnee, Kan.

Mr. Berkel was a Charter Member of Deep Foundations Institute (DFI), Berkel was the recipient of the 2007 DFI Distinguished Service Award, and a major donor to the DFI Educational Trust Scholarship Program.

You can read more about Mr. Berkel here.

Robert Receives NHI Award and Paul Becomes DFI Committee Chair

WRT_NHI

It was recently announced that Robert Thompson is being recognized by the National Highway Institute (NHI) as an NHI Instructor of Excellence for fiscal year 2012.  This award is given to NHI instructors who receive consistently high classroom evaluation scores, demonstrated commitment to the NHI adult learning philosophy, and for maintaining the highest standard of quality for transportation training.  Here are the congratulatory words of NHI Director of Training Programs, Richard Barnaby:

Your nomination and selection for this award shows that training participants value the instruction you provide, that you stand far ahead of your peers, and that you have captured the respect of HHI’s Training Program Managers.  This year you have continuously provided high quality instruction, shared your vast expertise and real world experiences, and have exceeded performance expectations.

Robert currently serves as an instructor for two NHI courses, NHI Course 132069, Driven Pile Foundation Inspection with co-instructor Keith Bennett of Gannett-Flemming and NHI Course 132014, Drilled Shafts – Construction Procedures and LRFD Design Methods with co-instructors Dan Brown and John Turner of DBA.

That is most certainly a job well done, Robert!

Paul Axtell

We would also like to announce that Paul Axtell has been named as the new chair of the Deep Foundations Institute (DFI) Drilled Shaft Committee, following Tom Hart of Black & Veatch.  Paul certainly deserves the honor of this roll given his participation and contributions to the Drilled Shaft Committee.

Congratulations, Paul!

Drilled Shafts Complete at St Croix

Pier 9 FootingAs reported by the Minneapolis Star Tribune, Case Foundation recently finished constructing 40 drilled shafts at the St Croix River Crossing Project.  Since early June, Case has been working at a feverish pace to construct the drilled shaft foundations for the new extradosed bridge between Minnesota and Wisconsin.  As of November 8th, all of the drilled shafts are officially complete.  General contractor Kramer is working to finish the pier footings and support tower bases by early 2014.  Soon, the joint venture of Lunda and Ames will begin construction of the $380 million bridge superstructure.

As MnDOT’s foundation consultant for the project, DBA has been on site during much of the foundation construction over the past five months.  Some pictures taken during this time, along with several pictures from MnDOT are available for viewing on our Picasa Page.  More pictures and information can be found on the project website and Facebook Page, and the project can be viewed live via webcam.  Previous DBA blog posts about the main project and the predesign load test program can be found here.

DBA is pleased to wrap up its role on the St Croix Crossing Project with a very positive outlook.  The drilled shaft construction proceeded on schedule and as planned without unexpected challenges, and our strong client relationships with MnDOT continued to grow stronger.  It was also nice to see familar faces from Case, Braun Intertec, and Parsons Transportation Group, many of whom we worked with us at Hastings.  We very much look forward to working with these partners again in the future!

Specialists in Deep Foundation Design, Construction, and Testing and Slope Stability Problems