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<br />M <br /> <br />. <br /> <br />n <br /> <br />. <br /> <br />base the reduction on removing a quantity of material that is 100 feet by the lane width by <br />layer thickness [30 m by lane width by layer thickness] as determined through the <br />following equation: <br /> <br />,., <br />. <br /> <br />Non-SI Units <br /> <br />.., <br />. <br /> <br />Quantity (tons) = t x Gmm x w x 0.24 <br /> <br />, <br />. <br /> <br />Where: <br /> <br />t = Layer thickness (in.) <br />Gmm Maximum specific gravity from the verified <br /> <br />mix design <br /> <br />., <br />. <br /> <br />w <br /> <br />Lane width (ft.) <br /> <br />SI Units <br /> <br />" <br />. <br /> <br />Quantity (metric tons) = t x Gmm x w x 0.028 <br /> <br />..., <br />. <br /> <br />Where: <br /> <br />t = Layer thickness (mm) <br />Gmm Maximum specific gravity from the verified <br /> <br />mix design <br /> <br />.., <br />. <br /> <br />w <br /> <br />= Lane width (m) <br /> <br />rot <br />. <br /> <br />For FC-5 and other open-graded friction courses, the Department will base <br />the reduction on the area that the Contractor would have removed (100 feet by lane <br />width) [(30 m by lane width)] multiplied by a spread rate of 80 Ib/yd2 [44 kg/m2]. <br /> <br />roo, <br /> <br />. <br /> <br />.., <br />. <br /> <br />334 SUPERPAVE ASPHALT CONCRETE. <br />(REV 12-20-04) (FA 1-6-05) (7-05) <br /> <br />SECTION 334 (Pages 243-266) is deleted and the following substituted: <br /> <br />,., <br />. <br /> <br />SECTION 334 <br />SUPERPA VE ASPHALT CONCRETE <br /> <br />~ <br />. <br /> <br />. <br /> <br />334-1 Description. <br />334-1.1 General: Construct a Superpave Asphalt Concrete pavement with the type <br />of mixture specified in the Contract, or when offered as alternates, as selected. Superpave <br />mixes are identified as Type SP-9.5, Type SP-12.5 or Type SP-19.0. <br />Meet the requirements of Section 320 for plant and equipment. Meet the <br />general construction requirements of Section 330, including the provision for Quality <br />Control Plans and Quality Control Systems as specified in 6-8. <br />The Engineer will accept the work on a LOT-to-LOT basis in accordance with <br />the applicable requirements of this Specification. The size of the LOT will be as specified in <br />334-5.2. <br /> <br />,., <br /> <br />. <br /> <br />., <br /> <br />.., <br /> <br />. <br /> <br />.., <br /> <br />. <br /> <br />..... <br /> <br />09/09 <br /> <br />01000-51 <br /> <br />03-4122.F <br /> <br />. <br />