Specifications include, but are not limited to: 4.1.1 The contractor shall provide MoDOT with MC-250. The MC-250 shall contain 3.0% by weight of approved anti-strip. 4.1.2 Material shall meet the requirements of the attached specifications MGS-94-06E. Asphaltic materials to be used for mixing shall coat the aggregate at the point of use in a manner and to a degree satisfactory to the engineer. 4.1.3 Measurement of the Liquid Asphalt and Emulsified Asphalt Materials shall be based on the volume at 60°F. The volume shall be determined from the net weight mass of the material by weighing the truck before and after loading. The net weight mass shall be converted to gallons by using the unit weight mass in pounds per gallon at 60°F designated by the engineer. 4.1.4 It is understood and agreed that the Supplier shall be responsible for loading the proper type, grade and quality of materials, and for the cleanliness of the tanks other than State-owned, into which it is loaded. All tanks shall be inspected by the Supplier prior to loading, and if necessary to avoid contamination, they shall be drained and cleaned. If the wrong grade of material is loaded, or if the load is contaminated because of another product in the lines, pumps or tank at the time of loading, the Supplier shall assume responsibility for the cost and disposal of that load, as well as any material in the State-owned tank into which the unsatisfactory material is unloaded. No demurrage will be paid by the State for delays caused by contaminated or otherwise unsatisfactory material.