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By Greg Udelhofen
Editor
To feed the echelon paving process, the contractor used belly-dump trailer trucks to deposit windrows of HMA in front of pick-up machines that transferred the mix into the paver hoppers.
"We were using a portable CMI counterflow plant with a 100-ton storage silo to supply our paving crew," Seehawer says. "That plant can crank out as much as 450 to 500 tons per hour; and on days where we were placing our mainline (travel lanes) lifts, we were laying 4,500 to 4,800 tons in a 10- to 10.5-hour shift."
The resulting smooth ride
Paving in echelon not only allowed Oregon Mainline Paving to maximize production, but to do so in a way that also produced the smoothness requirements the project outlined.
Using a profilometer, ODOT established a smoothness price adjustments based on a Profile Index of acceptable smoothness deviations in specified sections (mm/km or inch/mile). The contract allowed a price adjustment based on the results of the Profile Index (PI) for each 200 m (1/10th mile) segment.
The price adjustment applied only to wearing course material placed in the travel lanes of the project.