Oct 31, 2013 · The U.S. Department of Transportation’s Federal Highway Administration (FHWA) requires that transverse pavement joints, which result in a bump, must be ered at 60 to 1 (5 feet horizontal for every 1 inch of veal elevation difference). Guidelines for Steel Plate Usage Select the rrect size. Ensure adequate overlap.

1 day ago · The mpacted base urse and surface urse should have a surface smoothness such that waves and irregularities do not exceed 10 mm in 3 m as measured against a straight edge, for the surface urse and 15 mm in 3 m for base urse. The mpacted base urse and surface thickness are not less than that shown on the drawings.

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