Tag-Archive for » Foundation Engineering «

February 11th, 2010 | Author: Robert Thompson

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DBA is the geotechnical engineer for a pre-cast post-tensioned segmental concrete bridge that is part of what is called the “missing link” in the Foothills Parkway (see background information below) near the Great Smokey Mountains National Park. The National Park Service has awarded a design/build contract to Bell & Associates Highway Construction of Brentwood, TNVSL will cast and erect the post-tensioned segmental bridge. The lead bridge designer is Corven Engineering, Inc. of Tallahassee, FL.  Palmer Engineering in Nashville, TN will be the structural/civil engineer for the project.  Some design work was begun by FHWA Eastern Federal Lands Division in the 1990’s but was never completed and let for bid due to lack of funding.  The process to complete the “missing link” has begun again using the design/build delivery system.

Since the purpose of the Parkway is to provide scenic views of the mountains and valleys, the project has strict requirements to minimize disturbance.  In addition to special design and construction techniques (to be discussed in a later post after design is complete),  Bell included significant attention to landscaping and site preservation.  Hedstrom Design of Knoxville, TN is the landscape architect for the project, providing services key to minimizing impact on the site from construction activities, as well as providing a finished look to the the project that blends with the surrounding landscape.

Design work is well under way and Bell has started work at the site.  The bridge is scheduled to be completed by November, 2011 – a very tight schedule!

A local news article about the project award is here in the Cherokee One Feather.

Click on the image to see a map of the Parkway (Source: Briefing Statement linked below):

FHP Map 1998_s

Background information on the Parkway and the “Missing Link”:

Congress authorized the Foothills Parkway as a scenic parkway on February 22, 1944 (Public Law 232). The stated purpose of the Parkway is to provide beautiful vistas of the Great Smoky Mountains along their northern flank (TN) and to disperse traffic in the area. The entire 72-mile corridor is administered by Great Smoky Mountains National Park. To date, two discontinuous segments totaling 22.5 miles are completed and open. The Parkway parallels the Park’s northern boundary from Chilhowee Lake, TN (Section 8H) to I-40 near Cosby, TN (Section 8A).

Between 1966 and 1970, a 6.4-mile section of road between U.S. Highway 321 in Walland and Carr Creek (Section 8F), was constructed. In the 1980s, two contracts were awarded for construction of approximately 10 miles of road (Section 8E). Both projects experienced structural fill failures and erosion problems that caused the projects to be suspended in 1989, thus leaving a 1.65-mile segment uncompleted around Caylor Gap which is referred to as the “missing link.” In the 1990s, a new design was developed by the Federal Highway Administration (FHWA) to complete the “missing link” using bridges, walls, and fills to minimize surface disturbance and environmental impacts.

Source: Briefing Statement, Great Smokey Mountains National Park, Completion of the Foothills Parkway, May 2009

Bell vsl_logo Corven eng

January 18th, 2010 | Author: Robert Thompson

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DBA is growing again with the addition of Tim Siegel, P.E. to our team! 

Tim has been primarily involved in the analysis and design of geotechnical structures including drilled shafts, cast-in-place piles, micropiles, and earth retention systems.  Tim is a Georgia Tech grad (like Dan!) and has worked most of his career since at S&ME and Berkel & Company Contractors, Inc. During his 12 years with S&ME, he advanced from Geotechnical Engineer to Technical Principal and Chief Engineer while developing expertise in construction in karst, seismic design, numerical modeling, and specialty foundations and retaining systems.  After leaving S&ME, he was a Senior Geotechnical Engineer with Berkel and was involved in large deep foundation projects all over the United States. While at Berkel, he led the development of the ground improvement technique using Berkel’s ground displacement technology. While at S&ME and then while at Berkel, he taught upper level and graduate level courses while on the faculty of the University of Tennessee.  Tim’s resume can be found in the About US section of our site.

We are really glad to have Tim joining us.  As you can see by his photo, he has the requisite hair style!

December 18th, 2009 | Author: Robert Thompson

 

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

December 16th, 2009 | Author: Robert Thompson

Some items of note from the geo-industry….

First, Tony Marinucci, P.E. joins the staff at ADSC. Here is the release from ADSC highlighting Tony’s career and his new position.

 

Marinucci Joins ADSC Staff

We are pleased to report that Antonio Marinucci, P.E., MSCE, MBA, is joining the ADSC headquarters staff in a full-time capacity as he completes his Ph.D. studies in geotechnical engineering at the University of Texas at Austin. Tony comes to this new post with many years of experience working for geo-construction specialty contractors, a major general contractor, and geotechnical engineering firms in a variety of capacities including project management and deep foundation and anchored earth retention design. His credits include participating in many geo-engineering and construction research projects. Somehow, while working full and part-time in the industry, he managed to complete graduate degrees in engineering and business. He is the current Secretary of the Geo-Institute’s Deep Foundations Committee, as well as holding the same position for the G-I’s Soil Improvement Committee. He has been an active volunteer and committee member for many ADSC, ASCE, and DFI initiatives. Among his many volunteer service achievements was serving as the President of the ASCE Student Chapter while attending the University of Rhode Island. In addition to all of his volunteer service, he has authored or co-authored twelve published technical papers, and several feature articles that have appeared in Foundation Drilling magazine. One of his most interesting and challenging geo-construction experiences was working as a staff engineer for Modern Continental Construction in a variety of capacities on Boston’s “Big Dig” project. A member of four leading National Honor Societies, he was also the recipient of an ADSC Civil Engineering Graduate Study Scholarship.

You can see by this abbreviated description of Tony’s stellar career that he will be an excellent addition to the ADSC’s professional staff. His responsibilities will include serving as an in-house technical resource, coordinating ADSC’s eight regional chapters, assisting in the associations technical education and field training programs, working with the association’s 18 technical and organizational committees and task forces, overseeing the association’s membership recruitment and retention programs, and assisting ADSC CEO Mike Moore in a number of related endeavors.

 

 

Second, the PDCA is soliciting nominees for the 2010 Project of the Year award.  There are several categories based on project location and size.  Projects must have been completed in 2009.  Deadline for entries is February 26, 2010.

 

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The PDCA would like to inform you about the 2010 "Project of the Year" Award competition.

The PDCA is dedicated to acknowledging the hard work, ingenuity and commitment that goes into each project where driven pile are used i a deep foundation or earth retention system, or utilized to solve foundation problems.  This PDCA tradition recognizes excellence in driven pile projects completed by PDCA members in good standing.

Through the "Project of the Year" award, the PDCA has the distinguished opportunity to continue its long-standing and consistent commitment t recognize those PDCA members who demonstrate excellence in the process of providing solutions, services and products to the needs of the deep foundation and earth retention environment.

Project entries must feature projects completed in 2009.  Projects entries will be awarded in two entry categories and three dollar volume categories.  The two entry categories are distinguished by either "Land-based" or "Marine-based" projects.  The dollar volume categories are Less than $500,000.00, $500,000.00 – $2 Million, and Greater than $2 Million.  Price ranges are based solely on the dollar volume of the piling contract associated with the project.

The PDCA is asking each of its members to consider submitting a project worthy of this prestigious PDCA award.  Entry Forms will be made available on the PDCA website by Monday, December 7, 2009.

The "2010 Project of the Year" entry deadline is Friday, February 26, 2010.  Late entries will not be considered.

Winning entries will be announced during the 2010 PDCA Annual International Conference and Expo, Coeur d’Alene Golf and Spa Resort, Coeur d’Alene, Idaho during the PDCA Business Luncheon on Saturday, May 8, 2010.  PDCA will NOT reveal the winning entries prior to the luncheon.

Winning entries will also be featured in the following editions of Pile Driver magazine and on the PDCA website.

PDCA looks forward to receiving your entry – GOOD LUCK!

 

 

Third, registration is open for the Geo-Institute GeoFlorida 2010 conference in West Palm Beach, Florida.  There will be short courses, a technical program, student competitions, exhibits, honoring our heroes, and all the usual events at the annual G-I meeting.  Click on the logo to go to the conference website.

geoflorida2010 logo

 

 

Lastly, abstracts are now being accepted for consideration of the 2011 Geo-Institute meeting Geo-Frontiers 2011 in Dallas, Texas.  Abstracts are due March 8, 2010.  Click the logo to get to the conference website for submission information.

 

November 09th, 2009 | Author: Robert Thompson

Steve just can’t get enough of the state of Louisiana.  Now that the Audubon Bridge foundations are complete, he needed an excuse to get back and found himself in the Crescent City observing production shaft base grouting at the Huey P. Long Bridge project.  Here area few more good construction photos to supplement my previous post.

Here is an interesting story in the New Orleans Times-Picayune about the bridge project explaining how they are widening the bridge.

November 09th, 2009 | Author: Robert Thompson

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Dan, Paul and Erik were at the 34th Deep Foundations Institute Annual Conference in Kansas City last month.  Dan was one of the keynote speakers where he presented our paper on the drilled shafts for the Missouri River Bridge on the kcICON project in Kansas City.   Paul was also able to receive the Special Recognition Award (honorable mention) in the annual project awards for the pile foundations at the Biloxi Bay Bridge project.

More photos from the conference are at this link.

November 03rd, 2009 | Author: Robert Thompson

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I have added the paper that we wrote and Dan presented at the Deep Foundations Institute 34th Annual Conference on Deep Foundations that was held in Kansas City, MO late last month.  The paper highlights how the design-build process was successful in the design and construction of the large diameter drilled shafts supporting the bridge.  We discuss the installation methods used, the load test program, and how we evaluated the durability of the shale rock sockets under drilling fluid.

You can check out the progress of the bridge at the project website.

Axtell, P.J., Thompson, W.R., and Brown, D.A., 2009. “Drilled Shaft Foundations for the kcICON Missouri River Bridge”, Deep Foundations Institute 34th Annual Conference on Deep Foundations, Conference Proceedings 2009, October 21-23, 2009, Kansas City, Missouri, pp. 3-12.

 

October 30th, 2009 | Author: Robert Thompson

Two items of note here:

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Aaron Hudson has joined DBA as a staff engineer.  Aaron earned his B.S. in Civil Engineering from McNeese State University in Lake Charles, Louisiana.  He was Dan’s last graduate student at Auburn, or will be as soon as he gets his thesis finished!  He will complete the M.S. degree from Auburn in 2010.  Aaron has worked as a soil technician, lab technician, and occasional drill hand for his father’s firm The Summit Group of Louisiana in Sulpher, Louisiana.  Immediately prior to joining DBA, he worked for almost a year as a staff engineer for TTL, Inc. in Tuscaloosa, Alabama.  Aaron will work as a staff engineer and will get to spend a good deal of time in the field.  Welcome aboard, Aaron!

 

If you read the above, you may have noticed I wrote “last graduate student”.  Yes, in case you had not heard, Dan “retired” from Auburn University.  I used the quotes to indicate that Dan didn’t really retire, he really made a career change back into full time consulting, where he began after finishing his M.S. at Georgia Tech way back when.  Actually, it was 1977, so it wasn’t really all that long ago, right?

 

For those that are familiar with the hectic travel schedule Dan kept while having two full time jobs as professor and consultant, it hasn’t changed a bit.  As our business continues to grow, Dan seems to be always somewhere besides the office!

October 30th, 2009 | Author: Robert Thompson

Who says we only work on drilled shafts??  Robert had the opportunity to work for Kiewit Engineering Company providing geotechnical engineering support to Gulf Intracoastal Constructors (GIC), a joint venture of Kiewit and Traylor Brothers on the  Gulf Intracoastal Waterway West Closure Project near Belle Chase, Louisiana.  The project is part of the overall flood protection system improvements that are supposed to protect New Orleans from future hurricanes.  The key components of this particular project are a massive gate and pump station across the Gulf Intracoastal Waterway.  Go For more information on the project, go here, here, and here (video from Corps of Engineers).

Robert spent a good part of the summer in New Orleans doing a variety of geotechnical engineering tasks to support the construction efforts of GIC.  The main thing he worked on was the test pile program.  The project included a massive test pile program with 24 test piles spread among 5 test sites with various combinations of dynamic, static axial, static tension, and static lateral tests.  The piles were mostly open-ended steel pipe piles varying from 18” to 54” in diameter.  A few 18” x 18” pre-stressed precast concrete piles were also thrown in for good measure.   In addition to performing drivability studies and evaluating tests data, Robert got to spend some time in the wonderful June and July weather in southern Louisiana on the site observing pile installation and testing.  And as always, he came back with a lot of pictures.  Here are a few to enjoy.

October 30th, 2009 | Author: Robert Thompson

If you frequent this blog, you have noticed that posts have been rare the last few months.  That is mostly to my being in the field a lot this summer and very busy on lost of projects.  While that is good, it meant I did not have time for updates.  Below are some slide shows from a few drilled shaft projects we worked on this summer.

 

Garden State Parkway Mullica River Bridge, New Jersey – Test Shaft Installation

Paul took a trip to lovely New Jersey to observe a large diameter test shaft on the Mullica River Bridge.  DBA worked as a consultant for Parsons Brinckerhoff on an 8-foot diameter, 220-foot deep test shaft.  CASE was the drilled shaft contractor and Agate was the general contractor.  DBA consulted on the design of the test shaft program, as well as the use of Self Consolidating Concrete (SCC).

 

 

Drilled Shaft Lateral Load Test Research with the University of Kansas

Paul took a ride out west to Kansas City, Kansas (close to home!) to observe a drilled shaft lateral load test in Wyandotte County, near the Cabela’s store on I-435.  The test is part of ongoing research by the University of Kansas for the Kansas DOT.   DBA was involved in previous research concerning laterally loaded shafts behind MSE walls (see previous post, click here for more information on the project).  This research continues on the same theme of investigating the behavior of laterally loaded shafts socketed into the sedimentary rocks in eastern Kansas.  DBA does not have an active role in this project, just an academic interest. 

 

 

 

Huey P. Long Bridge Improvements, New Orleans, Louisiana – Test Shaft Installation

The Huey P. Long Bridge in New Orleans (built in the 1930s) is undergoing a major rehab and expansion.  The vehicle traffic will increase from 2 9-foot lanes in each direction to 3 11-foot lanes in each direction.  This is a very interesting combined highway and railroad bridge with a fascinating history.  The bridge is actually a private bridge owned by the New Orleans Public Belt Railway (click the link to see some cool photos from the construction of the bridge in the 1930s). The project website is here. 

DBA was consulting with the joint venture building the bridge for the base-grouted drilled shafts under one new pier.  A test-shaft was built and tested with O-cells.  Robert was on site while they excavated the test shaft.  Steve was on site during grouting.