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| General Urban Developments Discussions of projects shorter than 100m/300ft. Also, please post all other threads not specified in other Development News subforums here. |
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#61 | |
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University of HK / 香港大學
Join Date: Jul 2009
Location: Hong Kong SAR / 香港特區
Posts: 3,422
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http://www.lowermanhattan.info/const...ion_34922.aspx
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Sapientia et Virtus 明德格物 Industrial Organization, MSc
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#62 |
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Registered User
Join Date: Jan 2009
Location: Northern New Jersey
Posts: 602
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#64 |
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Whiskey Tango Foxtrot
Join Date: Oct 2009
Location: ELP ~ ABQ
Posts: 29,654
Likes (Received): 1379
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On a somewhat related note, there's now a nibble by NYU for the 5WTC spot occupied by the soon-to-be-gone Deutsche Bank Building. Getting this station built may spur a lot of interest in surrounding properties.
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#65 |
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Registered User
Join Date: Jun 2007
Posts: 169
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Well, now it looks like most of the square holes in the crane pad have been filled in with concrete. Why? They just put them there, now they're being filled in again. Was it for a geological bedrock test? I didn't see them put caisons or anything down the holes, so I'm stumped as to why they would make the holes and get rid of them again so fast.
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#66 | |
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Registered User
Join Date: Mar 2009
Posts: 10
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Quote:
Most, if not all, American steel companies fabricate but the steel is installed by others. The Spanish companies fabricate and install, and that was important with the Calatrava steel because of the special shapes. Two pieces of steel are fabricated then fitted together to make sure they will fit together on site, then the first piece can be removed and the next piece is fabricated and fitted to the other side of the second piece, and so on and so forth. This all happens before the steel is shipped. I saw a presentation on the process by a Spanish firm that has done Calatrava steel. I don't know if they were the one that eventually won the bid or not. As I understand it, part of the bid criteria was that they had the facilities to do this, and I believe they also had to specifically have experience working with Calatrava steel designs. |
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#67 | |
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Sidewalk Superintendent
Join Date: Aug 2009
Location: Brooklyn
Posts: 246
Likes (Received): 4
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#68 | |
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Registered User
Join Date: Jan 2009
Location: Northern New Jersey
Posts: 602
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Quote:
You then go on to describe standard practice for fabricating "non-standard" steel. The Spanish company is a sub-contractor working for DCM. As I said, there are a number of companies in the tri-state area that can fabricate the steel. There is nothing all that special about "Calatrava steel", the quantity and time frame are the big factors . ( I have the prints, and 29 years of experience.) Bottom line is cost, the Spanish company was low bidder. Last edited by Zensteeldude; June 20th, 2010 at 06:56 PM. |
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#69 |
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University of HK / 香港大學
Join Date: Jul 2009
Location: Hong Kong SAR / 香港特區
Posts: 3,422
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june, 21st
morrongiello image hosted on flickr ![]() VinSchiano2009 image hosted on flickr ![]() image hosted on flickr ![]() image hosted on flickr
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Sapientia et Virtus 明德格物 Industrial Organization, MSc
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#70 |
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Worldwide
Join Date: Nov 2007
Location: In the clouds
Posts: 5,783
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PORT AUTHORITY BOARD APPROVES FIRST MAJOR CONTRACTS FOR ICONIC SANTIAGO CALATRAVA TRANSIT HALL/OCULUS
Date: Jun 22, 2010 Press Release Number: 38 Separate Board Action Also Will Allow Construction to Continue On Performing Arts Center Foundations and Infrastructure The Port Authority Board of Commissioners today approved the first major construction contracts - totaling more than $100 million - for the iconic Santiago Calatrava-designed Transit Hall and Oculus portions of the World Trade Center Transportation Hub. In the first Transportation Hub action, the Board approved an $86.6 million contract with Sorbara Construction Corporation to furnish and install all concrete for floor slabs, beams and walls to bring the Transit Hall/Oculus area to street level. The Board also approved a $19.2 million contract with EIC Associates Inc., to build the foundations for the Transit Hall/Oculus area, including the installation of rock anchors, concrete footings and a concrete floor slab. In a separate World Trade Center action, the Board approved a reimbursement agreement with the City of New York under which the City will reimburse the Port Authority up to $44.02 million for its costs to build below-ground foundations and infrastructure for the future Performing Arts Center, which is now in full swing. Port Authority Chairman Anthony R. Coscia said, With todays Board actions, weve awarded more than $1 billion in contracts for the Transportation Hub. Once completed, this landmark facility will serve more than 200,000 daily commuters, anchoring the World Trade Center site and a revitalized Lower Manhattan. Port Authority Executive Director Chris Ward said, Todays contract awards continue the momentum of construction on the site, and ensure that visible progress is under way on all 16 acres. To date, workers have installed 54 Calatrava-designed arches to form the Hub Connector, which links the Hub and the World Financial Center via an underground passageway. The Hub work also has included:
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#71 |
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Registered User
Join Date: Jul 2010
Location: NYC
Posts: 345
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Heres a slideshow of my pictures from June 26
http://www.youtube.com/watch?v=Bzs_VmSOqPA My Flickr pictures of the transit hub http://www.flickr.com/photos/3932689...7624278497255/ |
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#72 |
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Whiskey Tango Foxtrot
Join Date: Oct 2009
Location: ELP ~ ABQ
Posts: 29,654
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Ongoing work at the transit hub's foundations:
image hosted on flickr ![]() http://www.flickr.com/photos/39326896@N05/ image hosted on flickr ![]() http://www.flickr.com/photos/39326896@N05/ image hosted on flickr ![]() http://www.flickr.com/photos/39326896@N05/ image hosted on flickr ![]() http://www.flickr.com/photos/39326896@N05/ |
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#73 |
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Registered User
Join Date: Jul 2010
Location: NYC
Posts: 345
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^I was just about to post a picture I took from there today but I saw that someone already posted it. Thanks!
I don't know if many people would be interested in seeing this but here is a video I took of the workers breaking rock http://www.youtube.com/watch?v=GUHc9e40gMY |
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#74 |
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Registered User
Join Date: Jan 2009
Location: Northern New Jersey
Posts: 602
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Any and all visual aids are greatly appreciated 325ccr !
![]() Very glad to see foundation work underway for Tower Two ! |
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#75 |
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Registered User
Join Date: Jul 2010
Location: NYC
Posts: 345
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From Saturday
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#76 |
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Registered User
Join Date: Feb 2007
Posts: 120
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I think the first pieces of steel arches have arrived ... look at the webcam
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#77 | |
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Registered User
Join Date: Mar 2009
Posts: 10
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#78 |
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Registered User
Join Date: Jan 2009
Location: Northern New Jersey
Posts: 602
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Just a little something I whiped up in my spare time. The "East Box Girder" and a segment of the "South Plate Girder".
The big steel, the stuff the 18000 is waiting to put up. It will support the street/plaza above the PATH Hall west of the #1 subway box. image hosted on flickr ![]() Exploded view of a 24 foot section of "The East Box Girder" showing the five peices. image hosted on flickr ![]() I did some math and came up with 126 tons for a 25 foot long section of "East Box Girder" (without the diaphragm's). That weight should be no problem for the 18000, despite having to reach over the #1 box. Because they are going to be made in five pieces I see no problem with shipping them to the site by truck, though many of the pieces are going to be wide loads. PS: The 1,500 ton figure quoted for the entire 200 foot long girder sounds about right. Ten sections in total averaging 150 tons each isn't too far off the mark. PPS: "The East Box Girder" is slated to be installed late this year. PPPS: It's being made in New Jersey.
Last edited by Zensteeldude; July 17th, 2010 at 11:42 PM. |
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#79 | |
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Registered User
Join Date: Feb 2008
Location: Raleigh, NC
Posts: 750
Likes (Received): 75
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#80 | |
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Registered User
Join Date: Jan 2009
Location: Northern New Jersey
Posts: 602
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Yep, that's where it goes.
East box girder is in blue and the last section of plate girder ties into the east box. image hosted on flickr ![]() They can only add one more section of plate girder until after the East Box girder is in place. Another interesting thing, the part of the plate girder from the "Spanish column" to the east box girder will have a 278 foot radius.
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Last edited by Zensteeldude; July 18th, 2010 at 04:56 PM. |
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