Specifications include, but are not limited to: SPOT GRADING, ASPHALT CONCRETE RESURFACING, CONTRACTOR FURNISHED ASPHALT CONCRETE ; On surfaces excluded from the profile testing, the Engineer will determine the pavement smoothness according to the following: The surface of each lift will be free of waves and other irregularities. The final lift surface will be checked with a 10-foot straightedge. The variation of the surface from the straightedge between any two contact points will not exceed 1/4 inch. The Department will furnish and operate the profiler. The Department will measure and analyze the surface smoothness of the final roadway surface profile using the International Roughness Index (IRI) to the nearest 0.1 inch/mile. The Department will be using a profiler that meets ASTM E-950 Class I specifications. The profiler will have the long and short wavelength filters set to 0 feet.