LEED Multi-Family Tour (Tue Tip)

Want to peek into what is scheduled to become the first LEED certified multi-family housing complex in Wake County?  The Triangle USGBC (US Green Building Council) will be hosting a “Walk-n-Talk” at  Highland Terrace in Cary, which is part of DHIC, Inc., the Triangle area’s oldest and largest non-profit housing organization.

The issues presented will include:

  • installing optimum mechanical systems;
  • specific plumbing and water conservation feature;
  • building features that insure healthy indoor air quality for residents;
  • the interface between LEED certification and the current Fire Code; and
  • other challenges related to following LEED Homes guidelines in a multi-story, corridor building with interior apartment entrances.

NC Triangle Logo

Details of the Event:

When:  March 10th, 2011    4-6pm

Where:  Highland Terrace, Cary, North Carolina

Fees:  Free (members)/$10 (nonmembers); Pre-registration is required.

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Best Construction Blog: Please vote!

favor sign

Can I ask a favor of you?  If you enjoy my blog, please take a moment to vote for it in the “Best Construction Blog” competition.  The competition is by Mark Buckson, of  Construction Marketing Ideas. 

To vote, click here and select “Construction Law in North Carolina” (this blog).  You also have the opportunity to vote for many other fine construction blogs at the same time, including some blogs you will recognize from my blogroll such as those by Chris Hill, Tim Hughes, and Ryan Bowers.  You can vote for them or the other fine blogs there also, but you must  should  might consider voting for me.

Thanks in advance!

PS: To those worried about the legality of my “get out the vote” campgain, rest assured that Mark encourages everyone to campaign for votes!

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Photo (c) Washington & Jefferson College ([email protected]) via Creative Commons License.

Bayonne Bridge: Herculean Engineering Effort (Tue Tip)

Map of Bayonne (Click on image to enlarge)

 Incredible feets of engineering are being planned for at the $1 billion-dollar Bayonne Bridge height raising project,  a project of the Port Authority of New York and New Jersey.  Engineers plan to raise the road from 151 to 215 feet above the Kill van Kull while simultaneously keeping the bridge open to traffic, a measure some are calling  “a Herculean feat of engineering and construction.”  The project is required to accommodate larger container ships (especially those arriving after the widening of the Panama Canal in 2014) to ensure continued viability of the port industry, and raising of the roadbed is the quickest and cheapest solution to the clearance issue. 

“It’s truly an exciting engineering project, by all means,” said Peter Zipf, the Port Authority’s chief engineer. “It’s a completely challenging project, and that’s an engineer’s delight. It’s coming up with a regional solution to a regional need.”   As an engineering precedent, Zipf said the Bayonne project will be the first time a replacement roadbed is constructed above the old one, with traffic remaining open, before the original structure is removed.

bridge construction rendering (Click on image to enlarge)

According to nj.com, during construction, the two inner lanes will be closed to traffic and used as a staging area where a crane will likely be used to hoist a series of 84-foot-wide girders into place, forming the steel structure underpinning the new roadway. Like the original, the new roadbed will be suspended by steel cables from the bridge’s original 79-year-old arch.  The two existing outer lanes will remain open, shielded from the work overhead, providing one traffic lane in each direction. To rise to the level of the higher roadbed, Zipf said the bridge approaches will be made slightly steeper and longer, constructed in a similar method from staging areas on the original approaches.

About the Bridge

When the $13 million Bayonne Bridge opened on November 15, 1931, at 1,675 feet it had become the longest steel-arch bridge in the world, an honor it held for the next 45 years.

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Thoughts on the engineering task ahead of them in maintaining traffic while raising the bridge?  Thoughts on possible legal implications should the project not go as planned?  Sign up for email delivery of the Blog’s posts to your inbox to learn the latest news concerning architects, engineers, designers, and other construction professionals.

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Photo credits: Map via Wikipedia/Creative Commons License; Plan sketch via Frank Cecala & Andre Malok/The Star Ledger.

 

Video of NYC Subway Tunnel Construction (Tue Tip)

subway

The Engineering News & Record has released a two-part video tour of the ongoing construction of a three-tunnel subway project totalling $15 bilion.  The subway expansion includes a $4.5 billion Second Avenue Subway, a $7.3 billion East Side access, and a $2.1 billion No. 7 line subway extension.

The clips, especially Part 2, are very interesting– check them out:

Tunnel Tour video clip Part 1 (run time 4:40)– Touring the first phase of the Second Avenue Subway extension

Tunnel Tour video clip Part 2 (run time 5:06)– Touring the East Side access, scheduled to be complete by September 2016

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Photo:  Alewife Red Line Subway Station by Freephoto.com via Creative Commons License.

Engineering Firms in the Cross-hairs

Two national engineering companies are in the cross-hairs of the Delaware Department of Transportation.

The Delaware Department of Transportation (DelDOT) has filed suit against Florida-based Figg Bridge Engineers and its subcontractor, Atlanta-based Mactec Engineering, for alleged geotechnical engineering errors involved in a failed effort to build a new bridge over the Indian River Inlet in Sussex County, Delaware.   According to a Press Release issued by the State of Delaware, as embankment construction was nearing completion in early 2007, excessive settlement, bulging, tilting and other deformation of the embankment walls were observed. After investigation, DelDOT concluded that the embankments would pose continual and costly maintenance, as well as construction and safety risks and should be replaced with elevated roadway approaches to the new bridge. The Federal Highway Administration, which is providing a large portion of the funding for the replacement bridge, agreed with DelDOT’s conclusion to remove the embankments.

DelDot bridge

The lawsuit states that the deficiencies in the embankments are directly attributable to the failures and omissions of MACTEC, and that MACTEC, as sub-consultant to Figg, breached the standard of care that it owed to DelDOT. The facts in the complaint  “are based upon comprehensive studies prepared by the engineering firm of O’Connell & Lawrence, Inc. and the geotechnical consulting firm of Golder Associates, Inc., as well as observations of experts made during deconstruction of the embankments. ”  The lawsuit specifically alleges that:

  • MACTEC did not adequately analyze monitoring data and thus did not recognize that the intended embankment stability had dropped below minimally acceptable levels during and upon completion of construction; 
  • The embankments settled and deformed substantially more than MACTEC had advised DelDOT would be the case. This is because MACTEC miscalculated the nature and extent of settlement in the soft clay under the embankments, and did not take into account other types of settlement.
  • MACTEC miscalculated the time intervals over which settlement would occur.
  • MACTEC failed to specify a process for monitoring data or implementing necessary action if required by field conditions.

DelDot is seeking over $19.6 million in damages from Figg and Mactec.

In a vigorous detailed response, Mactec has stated, among other things, that:

  • In November 2005, despite the fact that the original bridge design was canceled, DelDOT authorized spending millions of dollars to construct embankments for the original bridge. DelDOT knew and understood that the original bridge would never be built and that any other bridge design would require that changes be made to the embankments which would likely include the removal of large sections.
  •  In October 2007, DelDOT prepared a Proposed Path Forward. When this document was reviewed by the Federal Highway Administration, they labeled it as “full of scare tactics and misdirection to avoid doing the proper engineering.” Rather than performing the engineering requested by the federal government’s primary technical agency for bridge design and construction, DelDOT forged ahead on its predetermined path without involving the design team.
  • In January 2008, DelDOT hired outside counsel and two consulting claims firms to assist in the investigation at an estimated cost of $2.1 million. Neither consulting firm was asked to review/recommend methods to address technical issues of concern. Both firms have acknowledged they cannot support the report of the ‘independent’ geotechnical firm upon which the DelDOT Proposed Path Forward was based, that they had not considered the bases of DelDOT’s decision, and that they did not investigate the installation of certain critical aspects of the embankments by the contractor.
  • In April 2008, geotechnical monitoring data showed that the embankments had reached the required settlement and the original bridge design plan could have been constructed without removal of the constructed embankments. The predictions on the amount and length of time for settlement by the “independent” geotechnical firm were clearly overstated.
  • In May 2008, DelDOT, again, authorized spending millions of dollars to deconstruct the embankments. DelDOT claims the decision to be based on the engineering report from the “independent” geotechnical firm. Factually, however, this expenditure was the direct result of DelDOT’s 2005 decision to proceed with building embankments for a bridge design that was never intended to be built. DelDOT had to accommodate the new bridge design by removing significant amounts of the embankment on both sides regardless of the accuracy of any predictions made by anyone as to settlement.

It will be interesting to see how the case enfolds.  Stay  tuned!

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 Photo (c) DelDot

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