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Updated: January 22nd, 2009 12:44 PM EDT

Oregon Mainline Paving, LLC achieves ride smoothness bonus on new U.S. 97 realignment project in Redmond, OR

Asphalt Paving

Oregon Mainline Paving
Oregon Mainline Paving, LLC achieves ride smoothness bonus on new U.S. 97 realignment project in Redmond, OR
The bypass, which runs between the Central Oregon Irrigation District's Pilot Butte Canal and the BNSF Railroad on the east side of Redmond, handles a daily traffic count of 35,000 vehicles, 12 to 15 percent being trucks.
The Bulletin, Bend, OR
With a new 10-inch aggregate base and 10-foot concrete median barrier in place, the contractor's paving crew took over in placing approximately 110,000 tons of ODOT Level 3 12.5mm dense-graded Superpave hot mix asphalt to construct an 11-inch-thick perpetual pavement structure.
For Oregon Mainline Paving, meeting the smoothness and mix quality requirements of the project represented approximately $250,000 in additional bonus pay.

Greg Udelhofen
By Greg Udelhofen
Editor

As the general contractor on the highway realignment portion of the project, Oregon Mainline Paving was charged with the construction of a divided four-lane full-depth asphalt roadway.

As a contractor specializing in heavy highway construction and road building, approximately 50 percent of the company's annual $40 to $60 million in revenue is self-performed paving work. Thirty percent of Oregon Mainline's revenue is tied to work performed by subcontractors (bridge work, striping, guardrail, etc.); and the remaining 20 percent is tied to earthwork.

With 90 percent of its work generated by ODOT, Oregon Mainline Paving uses most of the approximate 500,000 tons of HMA it produces annually to support its own crews working on those projects. With three portable plants, the contractor is equipped to travel the state to work on ODOT projects.

U.S. 97 project
According to Matt Seehawer, general manager for Oregon Mainline Paving, the contractor moved 463,000 cubic yards of embankment, installed 10,000 feet of drainage pipe and placed 140,000 tons of aggregate (basalt rock) base before actual paving could begin.

"The only challenge we faced during construction related to the drainage ability of building the new road over the solid rock conditions that exist in this part of the state," Seehawer says. "We were able to use cinder (basalt/volcanic) rock to construct the aggregate base and that provided the drainage we needed while allowing us to achieve a compacted subbase."

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