05 July 2009
Bridges news roundup
Courtesy of Accelerated Bridge Construction blog
Lenticular truss footbridge proposed in New York
SHoP Architects with plan for Battery Park
Chris Wise interviewed
Discusses the design of the Infinity Bridge for Stockton-on-Tees: "We drank all the beer during the course of sitting there in the sweltering heat. I doodled away and we came up with the double bow design."
Unesco listing for 19th century Welsh aqueduct
Pontcysyllte Aqueduct given World Heritage Site status
Mayor considers pedestrian-cyclist crossing parallel to Burrard Bridge
Can$45m suspension footbridge proposed for Vancouver
02 July 2009
Open sourcing bridge design
There are few parallels in the engineering or architectural design world, but one is the design charrette. The charrette process involves a diverse group of designers working collaboratively to propose and develop ideas, with the philosophy that several heads are better than one.
I hadn't heard of it being applied to bridge design, until I stumbled across its use for a proposed footbridge in Toronto. The background is a private developer's proposal to build a new footbridge across a railway corridor and connect to the new waterfront Cityplace development. Their plan to build a relatively conventional truss structure (as pictured, above right) has sparked the ire of the city's designerati, who see the cost-conscious choice as an affront to civic aspiration.
There's little doubt that it's a challenging site, and that aesthetics may play second fiddle when the difficulties of meeting the technical constraints are considered. The rail corridor is 110m across (see image on the left showing the proposed bridge location), with only a single possible pier location due to the number of rail tracks present. The bridge must be 11.7m above the tracks due to problems with train signal visibility, which in turn leads to a need for extensive ramps to approach it from the adjoining streets. The basic site plan is available online [PDF]. Building a bridge over the railway without closing it for an unacceptable period would be by far the biggest difficulty, particularly as nearby buildings might rule out a conventional launching option.The charrette organisers set up a dedicated website to attack what they call a "box truss" (not something I've heard of, but never mind). The briefing for the charrette simplified the difficulties of building the bridge (asking, for example, for it to be possible with "no disruption of rail service", which would be impossible at this site), but was clearly less concerned with getting a buildable design than with getting ideas which offered more inspiration than the bog-standard proposal.
It's not entirely clear if there ever really was a bog-standard "box truss" proposal - Councillor Adam Vaughan responded to a post on Spacing Toronto, stated:
"Let me be clear. It will not be a truss bridge. It will be a sculpture that functions as a bridge and a glorious gateway in and out of the adjoining communities and the city."
To be designed by an artist, no less, because clearly they'll be far better aware of the intense difficulty of securing the railway body's permissions than would the entrants to the charrette. I suspect the number of 110m long bridges over railways designed by artists could be counted on the fingers of one hand. If you chopped your hand off first, that is.
Anyway, let all that pass for a moment. How successful was the charrette initiative, and how did it really differ from a "normal" bridge design contest?
The entries are summarised on the Torontoist blog, and the full gory detail can be found at the Urban Toronto forum. A few of the entries are included below. In practice, this was indeed a beauty parade rather than a proper charrette - the entries are separate, weren't collaboratively developed, and as a result few of the participants seem to have learnt from their fellow entrants' flaws. That's a disappointment, because I think there would have been the potential for something interesting to develop in a true design charrette arrangement.
Amazingly, despite there being no prize money, fourteen entries (of varying quality) were still submitted: just how much time do some people have on their hands? This sort of contest tends to rule out anyone with real professional understanding of bridge design (either engineering or architecture), as they are likely to have paying work to occupy their time (unless they're all credit crunch victims, of course). A surfeit of time over experience shows, very painfully, in most of the submissions. That's the lavishly rendered winner there on the right, by the way, not that it really matters.
Most of the designs seem to ignore the need for approach ramps, although finding a clever way to deal with the ramps would be a key issue for any real design. Many of the entries ignore the necessity for the bridge to be fully or semi-enclosed (to prevent people dropping bricks on trains, or gaining access to the railway, see left for one inappropriate design). Of those that do consider it, they generally give no thought to maintenance, with rippling glass walls which would be a nightmare to keep clean or to repair the inevitable breakages. There's also lots of emphasis on lighting, with the winning design proposing "spectacular light shows" on its underside, something the railway signalling people would undoubtedly prohibit.
Most of the designs give little thought to what form of structure might actually be required to span 110m in two hops - several designs clearly give it no thought at all. What possible value is a gorgeous rendering of something that in reality would need to be disfigured with hundreds of tons of steelwork in order to stand up? There's at least one example of a feasible design for this sort of footbridge to be found online, so it certainly can be done.
Despite the formidable technical constraints, most of the entries would be very difficult to build over a railway, and several would involve considerable disruption e.g. cable-stay bridges with a central mast (quite how do they imagine materials would sprout from that mast?).
In fact, the entries resemble to a great extent the sort of thing which is now often submitted to proper bridge design competitions, such as the open contests run by RIBA, which similarly attract every architecture-student-and-their-dog. It's all empty style with no content, fed by the widespread notion that bridge design is essentially similar to fashion design - don't worry about the anorexic skeleton holding it up, just look at the clothes. Engineers (and wiser heads amongst architects and lay observers) who don't mind running the risk of spluttering their coffee all over their keyboards should read the comments on the Urban Toronto forum - rivers of praise for computer renderings that could never possibly be built. Not even on Pluto, where I believe the gravitational acceleration is more favourable than what we have to deal with here on planet Earth.
As a professional bridge designer, I strive not be irritated with well-meaning amateurs, particularly where they have a genuine enthusiasm for higher quality urban design. Having designed and had built several bridges in the railway environment, I clearly have a perspective that they don't (not to mention the advantage of understanding the real-world aesthetic implications of w.L2/8, and all its little brothers and sisters). But my irritation here comes from two points.
Firstly, this charrette is simply a lost opportunity. Before I saw the results, I found the initial idea very interesting: a collaborative rather than authorial vision; the opportunity to involve the public in bridge design in a more direct way; the hope of multi-mind brainstorming to create a sort of super-feasibility study. I think the idea remains interesting: there's something here to explore in the future which the Toronto contest hasn't achieved. One of the great flaws of the traditional bridge design competition format is that entrants have to settle on a "final" vision at a very early stage, and all the positive aspects of the traditional single-designer feasibility study approach are lost. The design charrette may be a way to put that right.
Secondly, the Toronto charrette makes clear in microcosm how society as a whole sees bridge design. All the things that concern professional bridge designers (buildability, efficiency, maintainability, expression and optimisation of structural form etc), are meaningless to Joe and Jane Public, let alone to Joe and Jane Student Designer. Instead, it's all about shape, material, contextual intervention - ideas that can work well in building design, where the skeleton really is largely there to hold up the clothing, but which often translate poorly to bridges. The architect as fashionista has won in the court of public opinion - if the Toronto footbridge design charrette is genuinely representative, then there's little hope of engineers ever reclaiming a serious public influence and voice in matters of landmark bridge design.
So, to return, at last, to where I began, are we ready yet to open source bridge design? If that means opening it to unpaid amateurs with no real understanding of what bridge design actually requires, then I'd say we're definitely not ready - it would be like having open source software developed by poets. (Clearly, you don't have to understand differential calculus to design a bridge: I have various architect friends and acquaintances who demonstrate both that bridge design can be learnt by the less numerate and also that a dash of poetics can often be a very good thing.) Getting the non-specialist designers and the general public to understand that bridge design is more than just the product of some fancy digital rendering software - that's the real challenge, and one it's hard to see being met any time soon.
Where next for the Cityplace footbridge itself? The "design" community seems pleased with their efforts, entrenched in their opposition to the "box truss" (ironically, the very type of bridge that those with an interest in history and understanding of bridge technology are struggling to preserve elsewhere in North America). The powers-that-be seem convinced their artist, Francisco Gazitúa, will come up with something that meets the conflicting demands of the vocal anti-trussers, the railway company, and the poor old developer, who will be paying for the final result. A design should be made public this summer. I'm not convinced those demands are at all reconcilable, so expect further contretemps in due course.
29 June 2009
Bridge competition debris part 16: River Soar
I've tracked down the entries, and as usual, they're shown below. As always, click on an image for a larger version, and links are provided where a competitor has more details on their own website. Further information on three of the designs can be found at Europaconcorsi, from where I've shamelessly poached most of these images.
So, would I have chosen a different winner to the judging panel? The risk-averse engineer within me would have been nervous about the large foundations required for the Happold design, and the consequential risk of higher than expected geotechnical costs. The same is true to a lesser extent of the Gifford bridge, which must resist large horizontal forces at some point due to both its assymketry and suspension design (large only in the context of a small footbridge, of course).
It's interesting that only one of the designs includes a mast element - this is in line with the current landmark footbridge trend which is away from the Calatrava-esque (all poles and cables) and towards a more intimate experience. Without knowing the context of the scheme it's hard to judge whether a cable-supported bridge is the right solution - it certainly offers the advantage that the deck and parapets can be physically and visually much lighter. It's also nice to see the suspension bridge option chosen for a footbridge - I'm a big fan of historic examples like the bridges of David Rowell and Louis Harper.
The Price and Myers design has an attractively rusty brutalism to it, and the McDowell & Benedetti entry borrows from the modernist boardwalk feel of their excellent Castleford footbridge. I very much like the form of the Moxon arch bridge but it looks a little too enclosed for this site.
My favourite is the Ramboll Whitbybird entry, an interesting play on the traditional lattice truss bridge which in its creation of visual interference patterns offers a nice nod towards the nearby Leicester Science Park and National Space Centre.
Price and Myers / Allies and Morrison




Gifford / Knight Architects




Arup / McDowell & Benedetti




Arup / Moxon Architects





Ramboll Whitbybird



26 June 2009
Weave Bridge woven
The bridge was designed by Arup, specifically their Advanced Geometry Unit (founded by Cecil Balmond, who is a professor at UPenn), although essentially they acted as concept engineer or even as architect - the detailed engineering design was prepared by Ammann and Whitney. This seems to be an increasingly common arrangement - the boutique engineer standing in for the architect while leaving someone else to do the "hard sums". Marc Mimram and Santiago Calatrava are others who take the same approach.
When I last posted, I noted:
"Balmond seems to have little sympathy for the conventions of bridge design, taking standard concepts like the arch or truss and transforming them into stained-glass geometric puzzles ... Balmond's design seems to arise, however, mainly from playing with geometry on a computer, rather than from the purely structural imperatives which drove James Warren's solution."
The image on the left is a design visualisation from before construction. It suggests a colorful rattlesnake structure, which I mistakenly likened to Warren's truss bridge design from the 19th century (thanks to Paul Kassabian for putting me right). In reality, it largely dispenses with the top chord of a truss, instead carrying the axial forces by means of the "X" shaped elements in the roof. This is like taking a pair of opened scissors and pushing them against a metal plate - the force tends to open them about the central hinge.The result is a design with poor structural efficiency. The scissor action is resisted mainly because the "hinge" is in fact a solid welded connection, and partly by the restraining action of the side trusses. The connections must therefore be considerably over-designed compared to a conventional truss bridge, as must all the other steel elements. Quite how inefficient it is will depend on the extent to which the bridge is simply supported (with the roof "bracing" all in compression) as opposed to continuous over pier supports (with the roof "bracing" varying from tension to a lower compression). Some images suggest the latter is the case, but I can't tell for sure.
Praising the bridge, architecture critic Inga Saffron wrote:
"Unlike Frank Gehry, who is happy to drape his bloblike forms onto any old framework that can hold them up, Balmond sees structure and design as one and the same. There are no vertical supports holding up the Weave Bridge because its twisting stainless-steel strips carry the load, in the way that cables and trusses do on conventional bridges."
Nonetheless, the compairison with Gehry isn't entirely unfair - both are designers who put abstract geometry to the forefront, often at the expense of functionality. For the post-modernists entranced by their piles of crumpled paper or the digital fantasies of algorithmic design, the modernist notion that form follows function is long dead. Instead, form determines function - the ability to generate a particular complex geometry decides the structural form of the bridge, not the exigencies of cost or buildability that preoccupy most engineers.
The image on the right (courtesy UPenn website) shows the bridge under construction. It seems less organic than in the visualisation, but much of that may just be because it's a close-up view. The tricky connections between the truss webs and the "roof bracing" look a little unattractive - you would visually expect the flanges on the web members to continue at the same angle on the roof rather than stand upright, but of course they have to do so. This visual oddness could have been reduced by chamfering the rectangular cross-section of the bridge, at the expense of yet more engineering complexity.
The image on the left (courtesy of Shana Lee on flickr) shows the bridge in its nearly finished state. I'm struck by how colourless it is compared to the early renderings, which is a shame because Balmond is interested in colour elsewhere. I'm also left wondering how much trouble they'll have cleaning the outside face of the glazing above the railway lines in the future - how well will this bridge weather?The main difficulty is of course that of expectation, particularly for the engineering observer. For the lay person, I think it will look unusual but otherwise fine. For a bridge engineer, the absent top chord on the trusses defies what you expect to see. The question is whether the bridge is visually better or more interesting, and I think there's no real improvement over a conventional Warren truss structure, especially since there's a slender bottom chord member (presumably to support the floor) left in.
The bridge seems really to be designed to be viewed from within. The visualisation on the right suggested a contrast between translucent blue glazing, marked with lines to echo the timber flooring, and returning across the roof to mirror the floor panels. It's geometrically interesting if perhaps trying a little too hard.
The photo on the left (courtesy Shana Lee again) again suggests much of the colour has sadly bleached out. The design seems clever, but not a delight. Little compromises have been made which detract, especially the loss of the glazed roof sections (presumably because they'd be too difficult to clean). I'm also not sure I like the interplay of the shadows and the floor "bracing" - they're too similar in colour and I'd prefer to see the bridge structure stand out rather than dematerialise.As ever, it's almost impossible to review a bridge without visiting it in real life, and I've no plans to visit this one soon. Overall, I don't like it - the departure from conventional structural logic isn't justified by the creation of something sufficiently magical, and Balmond's Coimbra Footbridge in Portugal seems to me to be more successful. But I'd welcome other comments, especially from anyone who has visited it or was involved in the design.
23 June 2009
"Traversinersteg" by Wilfried Dechau
I visited the bridge last November, and noted that the span was a tribute not just to its remarkable designer but also to the people who built it in such a difficult setting. The bridge's dedicated website includes many excellent photos of the construction process, and the people involved, as well as descriptions of the bridge in German (there are more construction photos online elsewhere).
I only recently discovered that there's an entire book devoted to this bridge, "Traversinersteg" (ISBN 3-8030-0662-7, Ernst Wasmuth Verlag, 2006) [Amazon UK], by the photographer Wilfried Dechau. He was also the photographer for Mike Schlaich and Ursula Baus's excellent volume, "Footbridges", which I reviewed here last year. And having just received a copy of the "Traversinersteg" book, I have to say that it's well worth getting hold of.Many of the photos are reproduced at full page size (or to fill a two-page spread), which really does them justice. Use of colour is sparing but effective. My favourites tend to be the photos that are most vertiginous, that capture what is unique about the bridge and its setting.
The book also includes short texts by Jörg Schlaich, Ursula Baus and others. Schlaich makes the point that "watching [the bridge] being built is often more interesting than admiring the finished structure", but I'd suggest the Traversinersteg is a rare case where the bridge is as impressive as its making. Schlaich and Baus both note that the bridge was built without scaffolding, that the materials required to build it mostly form part of the final structure, even to the extent of using timber from trees cut down to make space for the aerial ropeway.
There are relatively few bridges which merit a lavish book to themselves, but this is undoubtedly one. It's also a rare book where the design and imagery is as impressive as the structure it decribes. It's not going to be casual purchase for anyone, but I'm delighted with it.
21 June 2009
Happy 1st birthday!
In that time, I've made over 125 posts altogether, including several on key topics such as bridge criticism, Swiss bridges, bridge competition debris and tensegrity bridges. I've written less than I had originally intended on new publications relevant to bridge design (books, standards etc), but there's only so much time available and I need to go with the topics that don't seem too much like hard work! I've also largely failed in my wish to visit and review more individual bridges.
So, what's coming in the next year?
I have a couple of bridge competition debris posts already lined up (for the London Millennium Bridge and River Soar Footbridge). There are a number of interesting bridges nearing completion (including the spectacular Kurilpa Bridge), and one or two designs yet to be made public (most notably Calatrava's design in Calgary). These will undoubtedly merit some further comment. I'll also be revisiting a post I made last year about the success rate of RIBA bridge design competitions - one year on, have they resolved their problems, are they a good way to get a bridge built yet?
However, the main thing I'd like is more discussion, either to suggest news to cover, or matters for future posts (email me at happypontist at googlemail dot com), or to debate any of the bridges or other issues I feature. So next time you read a post that you have an opinion on, please hit that "comments" link at the bottom of the post! More dialogue is what will keep this blog healthy for another 12 months.
19 June 2009
Bridges news roundup
Steel arch span in Bracknell, designed by Jacobs
So does Aylesbury footbridge
Bourg Walk bridge, also designed by Jacobs
Tabikappa blog
I've recently added a new link to this Japanese blog which posts regular photos of bridges. If you read The Happy Pontist through an RSS newsreader rather than visiting directly, please visit the home page occasionally, as it links (in the right hand margin) to the latest updates of several other blogs which may be of interest. What especially attracted me to Tabikappa was this terrifying bridge.
Safety concerns raised about Brisbane's Kurilpa Bridge
Vulnerable to impact from freakishly tall vehicles, apparently (isn't this true of any bridge over a highway?) Mayor gets in a tizzy, consultants seem to have a dislike of steelwork, politicians see passing bandwagon and chase after it.
New fibre reinforced composite footbridge installed in six hours
Ultra-low maintenance bridge is no beauty.
Soaring or boring?
Decision on controversial Portland light rail bridge moves closer. Journalist opposes elegant, efficient design (pictured below). Blogger offers insight into the decision-making process.