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Dan’s Speaking Schedule

September 12-13, 2012: Concrete used in Drilled Shaft Construction - ADSC/DFI Drilled Shaft Seminar - Denver, Colorado

Other DBA Team Speaking Appearances

D. Mike Holloway (May 17, 2012): A Driven Pile is a Tested Pile - Not So Fast - DFI SuperPile - Portland, Oregon

John Turner (September 12-13, 2012): Analysis & Design of Drilled Shafts - ADSC/DFI Drilled Shaft Seminar - Denver, Colorado

John Turner (September 12-13, 2012): Techniques for Drilled Shaft Construction - ADSC/DFI Drilled Shaft Seminar - Denver, Colorado

Conferences, Meetings, Seminars, Workshops

Hastings Bridge, Minnesota

Project Status: Active with scheduled completion May 2013.

Project Websites: Mn/DOT Hastings Bridge Project Home Page

DBA Client: Parsons Transportation Group, the project designer.

DBA Services: DBA is the project geotechnical engineer, responsible for the foundation design as well as developing the settlement mitigation and instrumentation plan for the North Embankment. DBA will provide foundation engineering services during construction, including evaluation of all load tests. Additional geotechnical services, including exploration services and some design services, are being provided to the project team from Braun Intertec via subcontract with DBA.

Project Highlights: The new bridge on TH 61 over the Mississippi River in Hastings, Minnesota will include a 545ft long free-standing arch main span and several relatively large approach spans. The finished bridge will have 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 on the pipe pile foundations.

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.

Photos by DBA:

Hastings Bridge Construction

News Links:

Roads & Bridges (10 November 11)

ENR (30 October 11)

Hastings Star-Gazette (01 July 10)

South Washington County Bulletin (01 July 10)

Minneapolis/St. Paul Business (Journal 28 June 10)

Owner:

Design Build Team:


Lunda Construction Company

Ames Construction, Inc.

Project Designers:

logo-parsons.gif
Parsons Transportation Group

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