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Final Environmental Impact Report - Whittier Bridge/I-95 ...

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move forward, we have made certain selections and<br />

they're out there in the environmental review right<br />

now. But this is actually the view of looking up<br />

river of the new proposed structure which is a network<br />

arch.<br />

Now, from project description, Mass. DOT proposes<br />

to replace the current structurally deficient John<br />

Greenleaf <strong>Whittier</strong> <strong>Bridge</strong> and improve I-<strong>95</strong> from Exit<br />

57, Route 113, through Exit 59, which is I-4<strong>95</strong>, to<br />

Exit 60, which is the 286 exit to Salisbury.<br />

The 1<strong>95</strong>1 built <strong>Whittier</strong> <strong>Bridge</strong> mainspan is a<br />

double barrel three-span continuous riveted steel<br />

through-truss. What we found through various studies<br />

and documented also in the environmental documents is<br />

that it is structurally deficient. It's nearing the<br />

end of its economic life, and it was determined that<br />

it could not be rehabilitated or worked into any of<br />

our design options. The highway also upholds an older<br />

design standard. It's geometrically deficient in this<br />

four-mile corridor and it also has some substandard<br />

acceleration, deceleration lanes and some geometry.<br />

As Joe mentioned, it's part of the Mass. DOT<br />

accelerated bridge program where they commit three<br />

billion dollars to spend over an eight-year period.<br />

ATM, Inc<br />

339-674-9100

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