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I I I I I I I I I I I I I I I I I I I base the reduction on removing a quantity of material that is 100 feet by the lane width by layer thickness [30 m by lane width by layer thickness] as determined through the following equation: Non-SI Units Quantity (tons) = t x Gmm x w x 0.24 Where: t = Layer thickness (in.) Gmm Maximum specific gravity from the verified mix design w = Lane width (ft.) SI Units Quantity (metric tons) = t x Gmm x w x 0.028 Where: t = Layer thickness (mm) Gmm Maximum specific gravity from the verified mix design w Lane width (m) For FC-5 and other open-graded friction courses, the Department will base the reduction on the area that the Contractor would have removed (100 feet by lane width) [(30 m by lane width)] multiplied by a spread rate of 80 Ib/yd2 [44 kg/m2]. 334 SUPERPA VE ASPHALT CONCRETE. (REV 12-20-04) (FA 1-6-05) (7-05) SECTION 334 (Pages 243-266) is deleted and the following substituted: SECTION 334 SUPERPA VE ASPHALT CONCRETE 334-1 Description. 334-1.1 General: Construct a Superpave Asphalt Concrete pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. Superpave mixes are identified as Type SP-9.5, Type SP-12.5 or Type SP-19.0. Meet the requirements of Section 320 for plant and equipment. Meet the general construction requirements of Section 330, including the provision for Quality Control Plans and Quality Control Systems as specified in 6-8. The Engineer will accept the work on a LOT-to-LOT basis in accordance with the applicable requirements of this Specification. The size of the LOT will be as specified in 334-5.2. March 2007 01000-51 03-4122.D