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 Appearences

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

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

Conferences, Meetings, Seminars, Workshops

Drilled Shafts by Oscillator – I-15 Beck Street Bridge

DBA is working with Parsons Transportation Group and Kiewit-Clyde (a joint venture of Kiewit and W.W. Clyde & Co.) on part of the I-15 Express Link project in Salt Lake City, Utah.  DBA is working only on one bridge within the project: the Beck Street Bridge replacement.  An existing 6-lane bridge will be replaced and widened to 8 or more lanes utilizing two bridge structures.  The southbound bridge is being constructed first adjacent to the existing bridge.  Once completed and traffic has been shifted, the existing bridge will be demolished and the new northbound structure will be built.

The abutments are going to be supported by 12.75” diameter, closed-end, concrete-filled pipe piles.  The interior bents will be supported by 9.2’ diameter drilled shafts, heavily reinforced for seismic loads.  The new approach embankments will include MSE walls and have deep soil mixing under the area adjacent to the abutment to mitigate ground vibration issues.  The approach embankments were designed by others.

In addition to liquefaction issues, the bridge spans several railroad tracks that include Union Pacific lines and one commuter rail line.  There are also several pipelines in and around the planned foundation locations.  The pipeline service an adjacent oil refinery.

I (Robert) was on site recently to observe the excavation of the first shaft.  Malcom Drilling Company, Inc. is performing the shaft excavations using a temporary segmental casing advance ahead of the excavation with an oscillator. This method is well suited for the soil conditions that consist of layers of sand, clay, silt, and gravel from both the Great Salt Lake when hit was higher in the past, as well as glacial outwash and alluvial deposits from the Wasatch Mountains adjacent to the site.

I have embedded a slide show and some video below.

You can see all of our project photos on Picasa Web Albums.

You can see all of our project videos on YouTube.

 

 

 

 

 

Leave a Reply

 

 

 

You can use these HTML tags

<a href="" title=""> <abbr title=""> <acronym title=""> <b> <blockquote cite=""> <cite> <code> <del datetime=""> <em> <i> <q cite=""> <strike> <strong>

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