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, <br />The Engineer may modify (in writing) the minimum <br />laydown temperature and specify additional rollers or roller type <br />when, in his opinion, weather, roadbed, placement, mixture and/or <br />equipment conditions warrant a change. <br />J. Thickness and Surface Requirements <br />The provisions of 2331.3) pertaining to thickness and <br />surface requirements shall apply, except for compacted lift <br />thicknesses of less than one inch. However, construction of surface <br />wearing course which are less than one inch shall be within <br />reasonable close conformity with the dimensions shown in the Plans, <br />as would produce surface smoothness giving good riding quality and <br />maintain the estimated plan yield with respect to material usage, <br />within reasonable limitations acceptable to the Engineer. <br />After compaction, the finished surface shall be free <br />of open and torn sections. <br />2361.4 METHOD OF MEASUREMENT <br />The method of measurement shall be the same as that <br />specified in 2331.4 (Plant Mixed Bituminous Pavement). <br />2361.5 BASIS OF PAYMENT <br />The basis of payment shall be the same as that specified <br />in 2331.5 (Plant Mixed Bituminous Pavement), except that payment for <br />the asphaltic concrete surface will be made on the basis of the <br />following schedule: <br />Item No, item Unit <br />2361.504 Asphalt Cement Ton <br />2361.508 Wearing Corse Ton <br /> Mixture (Mod.) <br />2361.531 Temporary Lane <br /> Marking Road Station <br />-~- <br />