kcICON Bridge Nears Completion

Paul received a few photos of the kcICON bridge that are just too cool not to share.  These were sent to him by Massman Construction. These were taken in September of this year.  MoDOT’s Flicker album of the dedication ceremony is here. The new bridge was dedicated and partially opened to traffic (southbound) on September 27th.   The northbound traffic was shifted to the new structure on October 22nd.  All of the bridges and ramps for the project will be opened by the end of the year – 6 months ahead of schedule.  Can’t wait to see it after the exisitng bridge is demoloshed, though it is a pretty cool image with the old and new bridges together.  Updates for the project are on the project Facebook Page.

Click here for previous posts on kcICON.

 

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KcICON Bridge 100928 View of Pylon_s

 

 

 

kcICON Bridge 220910 Pylon

A Foundation Engineering Trip Down the Mississippi River

A Foundation Engineering Trip_Brown_STGEC 2010Dan recently played the part of storyteller at the Southeastern Transportation Geotechnical Engineering Conference  (STGEC) 2010 conference in Charleston, West Virginia when he gave the lunch presentation on the conference’s first day.  He took the audience on a trip down the Mississippi River from a foundation engineer’s perspective, talking about several bridges that DBA has had the pleasure to work on, or is still working on, along the river the last few years.  Dan began with the I-35W Bridge replacement in Minneapolis, Minnesota and ended at the Huey P. Long Bridge in New Orleans, Louisiana.  Stops along the way included the Hastings Bridge (Hastings Minnesota), the new I-70 Bridge (St. Louis, Missouri), and the Audubon Bridge (New Roads/St. Francisville, Louisiana).  Dan covered some of the technical issues/problems associated with each project and the solutions applied to complete the foundations (or complete the design).  It was a very informative talk presented in a unique way that everyone at the luncheon seemed to enjoy.  Dan’s presentation is now available on our Presentations Page.

 

Posts on Hastings Bridge here.

Posts on I-70 Bridge here.

Posts on Audubon Bridge here.

Posts on the Huey P. Long Bridge here.

 

 

STGEC 2010 - Pile Load Tests in New Orleans - R Thompson 100915Immediately after lunch, Robert made a presentation that described some of the pile load tests performed on two of the storm protection projects in New Orleans that DBA was privileged to be involved with through Kiewit.  By following Dan, it provided a little continuity to the story as Robert took the group below the Huey P. Long Bridge to the levees and canals downstream of New Orleans.  Robert’s presentation can also be found on our Presentations Page.

 

Post on the pile load tests here.

DBA Technology Update: We’re on LinkedIn!

Yes, technology fans, DBA is at it again.  We are doing all we can to keep up with the ever changing world of social networks, business networks, and communicating via electronic media, we are even using my csgo boosting dot com to bring our business game up.  To that end, DBA has a company page on LinkedIn. If you want to see the new technology out there and all the news, then check out www.maxishare.net.

We still have a bit to do to complete our profiles, both corporately and individually, but we’ll get there, we recently read the best wireless router reviews and we think we will be doing an upgrade pretty soon.  To help all of you media-savy folks, we have placed a LinkedIn button with all of the other social media icons at the top of our right sidebars.  We are looking forward to getting connected!

Happy Karl Terzaghi Birthday 2010

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October 2nd, is the day we (or at least a lot of us geoprofessionals) have all been looking forward to all year – the birthday of Professor Karl Terzaghi, The Father of Modern Day Soil Mechanics, born October 2, 1883.

Since this historic day in geotechnical engineering history falls on a Saturday this year, I offer a cheer for those of us into college football (I mean, really, who isn’t this time of year, at least in the U.S.):

Two bits, four bits, six bits..a dollar

All for Terzaghi, stand up and holler!!!!!

On the more reflective side, each year I try to find some interesting fact or quote to write about. This year, I decided to read the preface of Soil Mechanics in Engineering Practice (Terzaghi and Peck, 1948) for inspiration, and thus will quote from there:

“Unfortunately, the research activities in soil mechanics had one undesirable psychological effect. They diverted the attention of many investigators and teachers from the manifold limitations imposed by nature on the application of mathematics to problems in earthwork engineering. As a consequence, more and more emphasis has been placed on refinements in sampling and testing and on those very few problems that can be solved with accuracy. Yet, accurate solutions can be obtained only if the soil strata are practically homogeneous and continuous in horizontal directions. Furthermore, since the investigations leading to an accurate solution involve highly specialized methods of sampling and testing, they are justified only in exceptional cases. On the overwhelming majority of jobs no more than an approximate forecast is needed, and if such a forecast cannot be made by simple means it cannot be made at all.”

While our technology has allowed us to measure, analyze, test, and compute huge volumes of data, as well as investigate the highly complex nature of soil-structure systems, we sometimes get caught up in the details of precision. We try to be much more precise than the materials we work with truly allow. This is not to say we should totally throw away our technology, forsaking numerical models, design software, or sophisticated in-situ testing and return to the days of slide rules (though I can use one!). There are many times, however, that an “approximate forecast” is just as “accurate” as a calculation computed to a precise number.

So, my friends, raise your glasses this weekend to toast Professor Terzaghi and our profession!

Cheers!

Update (10/1/10): One of my (Robert’s) mentors at my first job out of grad school, Luther Boudra, P.E. at MACTEC, wrote me this morning on the subject of accuracy and precision.  I asked him if I could share his comment (and he agreed) since I thought it was very insightful:

Robert, Professors Terzaghi’s comments remind me of something I read recently in a book about precision shooting, particularly at long range.  The author, who incidentally is both an engineer and top level shooter, was noting the difference between “precision” and “accuracy”.  Precision is exemplified by being able to repeat something to close tolerance, as exemplified in the shooting community by benchrest shooters, who are primarily interested in shooting small groups of typically 5 to 10 shots.  Hitting near the center of the target, whatever it is, is of secondary importance.  Accuracy, on the other hand, requires the ability to hit what you are aiming at, precisely.  In other words to take this to our field of endeavor, it’s possible to be “precisely inaccurate”, which the various software packages available to calculate almost anything enhance the possibility of.

Speaking of slide rules, their greatest attribute is that you have to be able to estimate the answer, rather than just writing down what shows up on the display screen.

David Graham newest DBA team member

10_DavidWe are pleased to announce that we are growing again!  Recent Auburn University graduate (War Eagle!) David Graham, E.I. has joined DBA.  David recently finished the requirements for his M.S. in Civil Engineering at Auburn University, where he also completed his B.C.E.  David’s research, directed by Dr. David Elton, P.E. focused on a new method for mitigating liquefaction hazards. Although Dan “retired” while David was just starting graduate school, David was fortunate to have Dan as an instructor for several courses. David has experience in geotechnical construction and consulting working as a co-op with Saiia Construction, LLC in Birmingham, Alabama and as an engineering associate for Bunnell-Lammons Engineering, Inc. (BLE) in Greenville, South Carolina. David will now be joining DBA as a staff engineer, where he will be performing foundation analysis and design, as well as working in the field observing field explorations and construction. Although David has not yet conformed to the standard DBA hair style, we welcome him to our team.  Welcome, David!

DBA on team for New Hastings, MN Bridge

Hastings rendering 2

L-A-PTG logo The Lunda/Ames design-build joint venture (Lunda Construction Company of Black River Falls, Wisconsin and Ames Construction, Inc. of Burnsville, Minnesota) has been awarded a contract to build the new Highway 61 Hastings Bridge over the Mississippi River in Hastings, Minnesota. Parsons Transportation Group is the designer and DBA is performing geotechnical design of the bridge foundations and settlement mitigation as a sub-consultant to PTG.

Here is the existing bridge that is being replaced (viewing from upstream):

In addition to several relatively large approach spans, the new bridge will include a 545ft long free-standing arch main span with four lanes of traffic and a 12 foot wide common use pedestrian/bike path. The new bridge will allow additional parking and an artistic plaza area south of the river. An anti-icing system will be installed to help achieve the 100-year design life.

On the south side of the Mississippi River, the bridge foundations will consist of spread footings bearing on dolostone bedrock. The remaining bridge foundations will utilize 42in diameter pipe piles. Several Statnamic load tests, both axial and lateral, will be performed by our friends at AFT.

Settlement mitigation is required beneath the North Embankment due to several relatively thick and deep strata of compressible fine-grained soils. The embankment will also be heavily instrumented to evaluate performance of the embankment and mitigation technique.

Preliminary work including subsurface investigation has begun. The subsurface investigation is being performed by Braun Intertec under sub-contract to DBA. Test piles will be installed in early September, 2010 with subsequent load testing soon after.

The awarded design-build contract is for $120M. The estimated project completion date is May 13, 2013.

DBA Project Page here.

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Mn/DOT Hastings Bridge Project Home Page

Here is a sampling of the local news on the project award:

Hastings Star-Gazette: Many articles, ongoing

9/22 Star Tribune: New Hastings Bridge is on the way

July 1 South Washington County Bulletin: Bridge design chosen: It will be the tied-arch

July 1 Minneapolis/St. Paul Business Journal: Lunda/Ames team wins $120M Hastings Bridge contract

ADSC to Distribute new FHWA Drilled Shaft Manual

 

As I posted on July 7th, the new FHWA Drilled Shafts: Construction Procedures and LRFD Design Methods has been released and is available for download (PDF) at the FHWA web site (link at previous post).  ADSC has just announced that the printed version is now available to both ADSC members and non-members:

By special arrangement with the FHWA, the ADSC’s Technical Library Service offers the manual to ADSC Members and to the design and construction community at large. ADSC Member Price is $105.00 USD, Non-Members, $140.00. A small shipping charge will be added depending on manner of delivery requested.

You can read more on obtaining the printed manual on the ADSC web site.

Pile Load Tests in New Orleans – Presentation

Thompson NO Piles - AL ASCE Summer 2010 - 100723 Robert made a presentation at the recent Alabama Section ASCE 2010 Summer Meeting on our participation in some pile load tests on a couple of the storm protection projects in New Orleans (see previous post here).  DBA worked for Kiewit Engineering Company (KECo) and the two joint ventures on the projects, providing geotechnical consulting.  We are collaborating with KECo on a couple of papers (maybe more) that include the test data.  This presentation covered the basics of the test pile programs, highlighted some of the results, discussed the measured setup values for the piles (driven in the soft Louisiana clays), and looked at some comparisons of the dynamic and static load test results to the pile resistance predictions made by DBA during the course of our work.  Please note that the Corps of Engineers (and their consultants) were the design engineers.  Our work was in support of the contractor joint ventures, especially evaluating pile drivability and installation issues.

Some of the photos included in the presentation were obtained from the public Flickr albums posted by Team New Orleans, U.S. Army Corps of Engineers.  There are a lot of good photos there of many of the ongoing projects around New Orleans, as well as an album of historical photos.

You can check out several webcams at the West Closure project here.

You can see Robert’s presentation here.

 

UPDATE (11/1/10): I have replaced this presentation with a similar one presented at the STGEC 2010 conference in October.  The link now directs to the more recent presentation.

New FHWA Drilled Shaft Manual is Done!

FHWA GEC 10 DrilledShaftsAlthough I have known for several weeks that the manual was finished (I work for one of the authors, after all!), I was waiting for the FHWA to post the link for the new manual before posting this…and now it is here!   My friend, Randy Post, has an outside review (meaning not connected to one of the authors!) over at his blog Geoprac.net.  Not only did he get “the scoop” on me, but he covers some of the highlights of the “what’s new” with the new, fully revised manual.   The biggest change is completely re-writing the design sections to follow LRFD as well as to update the methods for calculating soil and rock resistance.  As Randy also notes, the manual has been given a Geotechnical Engineering Circular (GEC) designation: GEC 10.  Make sure and go read his review, as well as check out the other things on his blog (disclosure by Robert: I am an occasional contributor there).

The manual’s authors are three of the country’s top experts in drilled shaft design and construction: our own Dan A. Brown, Ph.D, P.E. , John P. Turner, Ph.D, P.E. of the University of Wyoming, and Raymond J. Castelli, P.E. of Parsons Brinckerhoff.   As with any major FHWA publication such as this, there was significant industry involvement in the review process through various technical committees and individuals from ADSC, DFI, and Geo-Institute.  A note from Dan:

The completion of this manual is a great relief and satisfaction.  Many thanks to John Turner’s hard work and also for Ray Castelli’s diligent work to review and make us better.  Special thanks to PB Project Manager Jeremy Hung and our FHWA sponsor Silas Nichols for their dedicated efforts to help get this done, and to all of you who contributed.

Dan and John have been using the material in the NHI course this fiscal year, having done some pilot courses the previous year.  Some NHI courses, including the Drilled Shaft course, can be hosted by non-government groups.  There are also some public seats available occasionally at DOT hosted courses.  The NHI catalog page for this course is here.

Download Drilled Shafts:Construction Procedures and LRFD Design Methods, 2010.

Also linked on our Publications page.

Update (7/12/10): For those that prefer the feel of a printed volume in their hands, the ADSC: The International Association of Foundation Drilling will be the distributor of the printed volume of the manual through their Technical Library.  It will be available soon, according to ADSC.  We’ll post about it as soon as it is available.

Update 2 (8/19/10): The printed manual is now available.

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