Main Street Bridge (Columbus, Ohio)

Main Street Bridge
New Main Street Bridge (near completion) Viewed from the south, Downtown, Columbus, Ohio
Coordinates	39°57′22″N 83°00′24″W / 39.956051°N 83.006596°W / 39.956051; -83.006596Coordinates: 39°57′22″N 83°00′24″W / 39.956051°N 83.006596°W / 39.956051; -83.006596
Carries	three one-way general purpose lanes, one pedestrian
Crosses	Scioto River
Locale	Columbus, Ohio
Official name	Main Street Bridge
Maintained by	Ohio Department of Transportation
ID number	2503220
Characteristics
Design	inclined arch
Total length	700 feet (215 m)
Width	~65 feet (20 m)
Longest span	400 feet (122 m)
History
Construction start	2006
Construction end	July 2010
Opened	July 30, 2010
Main Street Bridge Location in Ohio

The Main Street Bridge in Columbus, Ohio is a 700 ft (210 m), three-span, inclined arch suspension bridge over the Scioto River. The bridge is the first in North America and the fifth in the world to use an inclined single-rib-tied arch superstructure. The final cost for the bridge was $60.1 million.

The original Main Street bridge was a multiple-span, art-deco open-spandrel concrete deck arch bridge, built in 1937. After years of degradation due to weather and traffic, the bridge was deemed unfit for use and closed in 2002.

Wanting an iconic structure to replace the old bridge, the city of Columbus contracted Dr. Spiro Pollalis, professor of design technology and management at the Harvard University Graduate School of Design to design the bridge. His design, altered slightly for budget reasons, opened for traffic on July 30, 2010.

When the former bridge closed, engineers estimated that a replacement would cost approximately $19.5 million. However, by 2004, estimates climbed $29.5 million. When planners received construction bids in 2006, the lowest was $44.1 million. Cost overruns, design changes and inspections added another $10 million to the structure's final cost.

The original concept of the Main Street bridge was far more complex and costly than the final design. Initially, the bridge called for a very shallow 10:1 span-to-rise ratio for the main arch, creating significant axial and bending forces. To accommodate the excess forces, the design called for expensive, high-strength concrete and steel to support the bridge. Because of the high cost of materials and construction of such a span, the design of the arch was revised to a 6.6:1 span-to-rise ratio, making the main arch taller and decreasing its length from 480 ft (150 m) to 400 ft (120 m). This design change was expected to allow for cheaper materials and save over 60,000 pounds (27,000 kg) of steel while keeping the ten-degree incline that makes the bridge unique.

The bridge surface is composed of two separate decks, a 35 ft (11 m) wide vehicular deck carrying two lanes of eastbound traffic, one lane of westbound traffic, and a 18 ft (5.5 m) wide pedestrian deck on the opposite side of the arch from the vehicular deck and slightly elevated. While the redesign of the original concept altered the deck supports, the actual construction of the decks changed only slightly to accommodate the new design.