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Public Information Transcripts - Whittier Bridge/I-95 Improvement ...

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blew it up and dropped it into the lake.<br />

As you can see, they were evaluating<br />

different bridge types. And they’ve come up with<br />

this, which is known as the modified network arch. It<br />

has some similar lines to that structure, and it was<br />

deemed to be the preferred option. This is kind of a<br />

close-up of its rendered view. It has this unique<br />

feature of almost like a fulcrum arm. And that’s<br />

basically what it is in terms of a lever arm. And it<br />

works well for this location. The span lengths are<br />

very long. This is what we call the back span, or the<br />

approach span, to the bridge is very long so that when<br />

you look at my example here, basically a lever arm<br />

example, there’s this portion of the bridge from here<br />

to here that gets supported on this fulcrum. That<br />

weight needs to be counteracted by the weight of the<br />

structure to hold it back. And this structure is very<br />

graceful and works well. Unfortunately for us, our<br />

pier and abutment location, we have a relatively short<br />

back span. The math doesn’t work. It’s not an<br />

economical bridge.<br />

Our bridge, as supported, with the<br />

intention we’d have to fold it down. That’s not a<br />

desirable bridge design element. So, actually, we’ve<br />

Arlington Reporting Company<br />

(339)674-9100

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