After Much Study, 6th Street Viaduct's Saving Highly Doubtful

By Eric Richardson
Published: Monday, September 29, 2008, at 04:26PM

Sixth Street Viaduct Eric Richardson [Flickr]

Looking east along the 6th Street Viaduct, in a file photo from February, 2007.

The 6th Street Viaduct, opened in 1933, has served as the setting for countless movie and television shoots over the years. Time appears to be running out for the iconic span, however, as studies continue to conclude that a replacement is necessary to make the structure safe for future generations.

The viaduct has concrete "cancer," specifically a condition known as Alkali-Silica Reaction (ASR) that causes the concrete to crumble from the inside, steadily reducing the chances that the structure would survive a major earthquake.

Studies done on the bridge show that it has a 70% chance of collapse in the next 50 years, far higher than the 10% chance that standards allow. ASR occurs when concrete aggregate that contains reactive elements combines with silica and moisture. Unlike any of the other river spans, the 6th Street Viaduct used an on-site plant for its aggregate. The materials used happened to contain the perfect mix of ingredients for ASR.

Last January, the Bureau of Engineering held a series of meetings kicking off a seismic improvement project for the span. Their message was that ASR has so damaged the structure's concrete that a full replacement is likely the only solution.

Since then, additional studies have been done on ways to mitigate the dangers of the ASR and save the historic bridge, one of a dozen to span the Los Angeles River near Downtown. A panel on the future of the bridges was held at the Getty Center in April, audio of which is available on the Getty's website.

Despite extensive research, the retrofit alternatives continue to come up short.

Before the end of the year, the Bureau will be releasing a Draft Environmental Impact Report that will contain two retrofit alternatives and three replacement options. Whereas replacement options are designed to last 75 years, retrofit options would max out at 30. They would also involve significant visual changes to the structure, filling in the space between support piers and replacing significant amounts of substructure.

The three replacement options provide different takes on what a new bridge would look like. All would soften the span's current kink, replacing it with a more even curve. They would also widen the roadway, adding shoulder space, and bring the sidewalks up to ten feet. Overall, the bridge would widen from 77 feet to 94 feet.

$245 million dollars have currently been signed to the project, though total cost is estimated at $300 to $400 million. Funding will come from the state and federal government. The project's current timeline puts the start of construction in the first half of 2011.

At the June CCA Downtown Housing Forum, developer Paul Solomon of Linear City expressed his position that the bridge should be saved by removing auto traffic and making it a pedestrian span. Asked about the idea, engineers from the Bureau confirmed last week that such a plan would do nothing to make the bridge less likely to fall. Load doesn't play into the rate at which ASR eats away at the bridge's support.

BELOW: These three diagrams represent the replacement designs that will be found in the project's Draft EIR, to be released this winter.

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Comments

1
David writes:

Can you put up the retrofit options as well? I'm curious what they look like even though I reluctantly agree that it needs to be replaced.

# on Sep.29.2008 AT 05:31 PM
2
Juanito writes:

Why can't Santiago Calatrava become involved in the design of a replacement? Something new and of the future to connect Mateo & Sixth clear across, all the way to Whittier Blvd.?

It was a lunk-headed design to begin with. Why replicate it? The quality of public architecture has risen in L.A. over the past two decades. Let's get with the new zeitgeist. A futuristic solution could become symbolic of this new century, like the Golden Gate and Brooklyn bridges are for the 19th and 20th centuries.

# on Sep.29.2008 AT 05:56 PM
3
Eric Richardson writes:

David: It's not the most clear slide, but I added one from the presentation showing a sketch of how the spaces between the piers would be filled in.

# on Sep.29.2008 AT 06:22 PM
4
Juanito writes:

Furthermore, whatever happened to the idea of greening the river through Downtown? If anything ought to be put on viaducts, it is the railroad tracks. If we replace Sixth Street Bridge & Viaduct in it's present configuration, we can forget about modifying and naturalizing the channelized river in this area, now - and way into the future - way past our lifetimes.

Forget a viaduct solution for Sixth Street. Go suspension all the way! It might be easier to engineer to perform better in the seismic events sure to come. Structures on deep alluvial soil are more prone to damage.

# on Sep.29.2008 AT 11:33 PM
5
David writes:

Thanks - much appreciated.

# on Sep.30.2008 AT 03:13 PM
6
Daniel Koeppel writes:

Where can we see larger versions of the design options you've posted here?

# on Sep.30.2008 AT 07:50 PM
7
Eric Richardson writes:

I've made a PDF of the BOE presentation available for download. It has the slides seen here.

http://assets.blogdowntown.com/6th_street_moore_presentation.pdf

# on Sep.30.2008 AT 09:19 PM
8
css writes:

Ugh... all of them clash with the scenery, but the first one is sort of okay since it looks something like the original if it can't be saved. The other two are just hideous.

# on Sep.30.2008 AT 11:28 PM
9
John Crandell writes:

Structures on alluvial soil with a high water table are quite prone to damage. It all turns to mush in a 7.0 event. Does anyone know how high the water table is through Downtown, along the river?

If the level is significantly high, a suspension design could likely be much more feasible, if long-term survivability is a priority. Survivability: ability of vehicles to cross the river following a catastrophic quake.

Perhaps only five tall masts would be needed for a suspension system, engineered with liquifaction taken into consideration. Replicating the existing bridge and viaduct and attempting to prevent damage to all of the supports, damage caused by the soil turning to mush would be inordinately expensive it seems.

# on Sep.30.2008 AT 11:38 PM
10
Karin Liljegren writes:

I remember someone once talking about keeping the ex'g bridge for pedestrian use and constructing a new bridge next to it - is this not an option?

# on Oct.01.2008 AT 09:43 PM
11
Eric Richardson writes:

Karin: The fatal flaw is that the existing bridge's issues have nothing to do with load. If the bridge is in danger of collapse, I don't think the city wants pedestrians on it any more than they do cars.

I would also imagine that a side-by-side approach would add a lot of cost to the project in terms of land acquisition.

# on Oct.01.2008 AT 10:08 PM
12
Teale writes:

I am very fond of this bridge, as many peole are, but it seems to me that the cost of a retrofit as a short term (30 year) fix is poor planning for the city. I also anticipate that any replacement designed to pay homage to the original would severely fall short in detail, grace and proportion. I agree with Juanito. A replacement will not be the original. What this city needs is another original in which to take pride. How exciting would that be?!?!

# on Oct.04.2008 AT 12:53 PM

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