Get the New FHWA Drilled Shaft Manual

Get the NCHRP Synthesis 418 – Pile Criteria From Test Pile Data

Dan’s Speaking Schedule

March 16, 2012 - "Advanced" Design and Construction Issues with Drilled Shaft Foundations; Case Histories - ADSC Equipment EXPO and Technical Conference - San Antonio, Texas

March 26-28, 2012 - State of the Art and Practice for Drilled Foundations - GeoCongress 2012 - ASCE/Geo-Institute - San Francisco, California

Other DBA Team Speaking Appearances

Tim Siegel (January 22, 2012): Innovative Techniques for Characterizing Karst Terrain, Workshop on Geo-innovation in Subsurface Exploration, TRB Annual Meeting, Washington, D.C.

John Turner and Robert Thompson (February 21-23, 2012): NHI Drilled Shaft Course - Kansas DOT, Topeka, Kansas

Robert Thompson (February 24, 2012): Conservatism in Drilled Shaft Design When Utilizing Rock Sockets, Alabama Transportation Conference, Montgomery, Alabama

Tim Siegel (March 15, 2012): Micropile Design Installation and Performance for the Foothills Parkway, ADSC Equipment EXPO and Technical Conference, San Antonio, Texas

Robert Thompson (March 15, 2012): Full-Scale Load Tests on Drilled Shafts in Tennessee and Georgia, ADSC Equipment EXPO and Technical Conference, San Antonio, Texas

Erik Loehr (March 15, 2012): Slope Stabilization Using Micropiles, ADSC Equipment EXPO and Technical Conference, San Antonio, Texas

John Turner (March 27, 2012): Foundations for the Bridge at Pitkins Curve - GeoCongress 2012 - ASCE/Geo-Institute - Oakland, California

TBA (April 10-12, 2012): NHI Drilled Shaft Course - South Carolina DOT, Columbia, South Carolina

John Turner (May 7-10, 2012): Highway Geology Symposium, Redding, CA

Conferences, Meetings, Seminars, Workshops

Ownensboro Hospital Ground Improvement Project Photos and Webcam Online

Last spring, DBA designed a composite ground improvement system for a new hospital as part of the Owensboro, Kentucky, Medical Health System.  Tim performed most of the ground improvement design for the design-build project with Berkel & Company Contractors, Inc.  The design is a composite ground system with a layer of compacted gravel above lightly reinforced cast-in-placed displacement piles (known commercially as CGEs).  Spread foundations placed on the compacted gravel distribute the structural load to the soil and CGEs.  The construction of the composite ground system began and was completed in the summer of 2010.  The project has a designated webcam that allows the public to view the entire construction process.  The webcam can be viewed  here.  We have also uploaded some photos of construction and testing of the CGEs here.

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.

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.

DBA on team for New Hastings, MN Bridge

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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.

mndotlogo

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

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.

New Project Summaries Added

I have added some new project summaries to our Consulting Projects list.  I have also revised/updated the individual project pages we have, plus the Consulting Projects and Research Projects pages.

The projects I have added are:

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Beck Street Bridge over I-15, Salt Lake City, Utah

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Hurricane Protection Projects, New Orleans, Louisiana

I-70 Mississippi River Bridge Test Shaft, St. Louis, Missouri

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Mullica River Bridge Test Shaft, Port Republic, New Jersey

Professor Ralph Peck Legacy Website Launched

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The Professor Ralph Peck Legacy Website has been launched by Geoengineer.org:

Geoengineer.org is pleased to announce the launch of "Professor Ralph Peck’s Legacy Website". The Website has been developed to celebrate the life and legacy of one of the Heroes of the geotechnical engineering field and honor a distinguished geotechnical engineer for his dedication and contributions to the society as a teacher, author, and engineer. The Website includes a lot of resources such as biographical data, quotes, photos, powerpoints, and even videos of lectures by Professor Peck.  The Shamsher Prakash Foundation has generously sponsored this activity. The website has been developed in collaboration with Mrs. Nancy Peck-Young, Prof. Peck’s daughter and was supervised by an international Advisory Committee of distinguished members of our community that had the luxury of knowing Prof. Peck and consists of Prof. Dobry, Prof. Cording, Prof. Prakash and Dr. Lacasse. The content of the website is divided in three parts: "About his life", "Publications" and "Resources".  We hope that this resource will be a source of inspiration for the future generations of geotechnical engineers. We also encourage you to provide us with any additional resources/content and we will be glad to include it in the website’s content.

Such a website is a fitting tribute to such an icon in the geotechnical engineering and construction industry.  Make sure and check it out.  I have added a link on our sidebar in the Geotechnical Resources section.

Tim Siegel to Teach Karst Seminar in Tennessee, awarded Diplomate, Geotechnical Engineering

Our own Tim Siegel, P.E., D.GE. will be part of the seminar Foundation Design in Karst Terrain in two locations:  Johnson City, TN (also known as the Tri-Cities) on June 16th, and in Chattanooga on August 27th.  Tim will be instructing on evaluating karst terrain and designing foundations in such terrain.  If you are interested in the seminar, information can be found here.

 

We also want to say Congratulations! to Tim for receiving the specialty certification Diplomate, Geotechnical Engineering (D.GE) from The Academy of Geo-Professionals (AGP).  Tim received the designation at the recent Geo-Institute conference Geo-Florida 2010 at West Palm Beach.  The excerpt below comes form the AGP web site.  Tim is on the second row, far left.

 

Latest Class of D.GEs Inducted in West Palm Beach, FL


(Back Row, Left to Right: Timothy Siegel, Melvin Esrig, John Wolosick, Thomas Zimmie, Kenneth Stokoe, II, Roberto Sanchez, Marco Boscardin, Allen Cadden, Thomas Witherspoon, Daniel Pradel, Edward Ulrich, Jr., Robert Lukas; Front Row, Left to Right: Peter Nicholson, Derek Cornforth, Don Dotson, Larry Jedele, Delon Hampton, Joram Amir, Anand Puppala, Larry Madrid, Ivan Contreras, Craig Benson, Tuncer Edil)

The Academy of Geo-Professional (AGP), held its latest induction ceremony on February 21st in West Palm Beach, Florida at the GeoFlorida 2010. If you have at least 8 years (post-licensure) in the geotechnical field, a P.E., and a Masters or equivalent, then you may qualify to become a Diplomate, Geotechnical Engineering (D.GE). Above is a picture of the Diplomates who were present to receive their certification plaque and pin.

Events Calendar Updated for 2010

 

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

 

geo_header_2009    Geo-Florida 2010 – Feb 20-24

 

DFI and PDCA – A Joint Conference on Driven Pile – Mar 12

 

adsc_logo_color_small1 ADSC Drilled Shaft Foundations Seminar – Mar 19

 

PDCALogo PDCA 14th Annual International Conference and Expo – May 6-8

 

2nd International Symposium on Cone Penetration Testing – May 9-11

 

bridge-home-template_r1_c6_sm International Bridge Conference 2010 – June 6-10

 

DFI Super Pile – June 10-11

 

er2010_header_002 Earth Retention 2010 – Aug 1-4

 

DFILogo DFI 34th Annual Conference on Deep Foundations – Oct 12-15 

 

5c24ff58c9bf4a5f988f0f34e0266ffc TRB 7th International Bridge Conference – Dec 1-2

Archives

GeotechSearch.com

DBA Photo Albums

ADSC SE Drilled Shaft Research Project, Lawrenceville, GA Test SiteDBA Honors and Awards
JJA Pictures from Chris Ursery (FIGG)Hastings Bridge Construction
Ownesboro Hospital Ground ImprovementArtistic Construction - Vol 1
JJA Construction 2010LPV-145 Test Piles 2009-2010
DFI 2009JJA Construction - Shaft 3W South Load Test - October 2009
Huey P. Long Bridge Drilled Shafts - October 2009JJA Construction - Pier 2W - September 2009 Photos
Univ Kansas Research - Lateral Load Test on Drilled ShaftsHuey P. Long Bridge, New Orleans - Test Shaft Construction - July 16-19, 2009
GIWW West Closure Complex Test Piles June and July 2009Garden State Parkway Mullica River Bridge - Test Shaft Construction - June 2009