Abstract: The present invention is directed to a waste or environmental containment system that includes modified asphalt specifically designed for containment, and a system of installation that provides a seamless cap over the area to be contained. The modified asphalt of the present invention has a permeability less than 1×10?8 cm/sec and an air void content less than 3 percent. The system of installation includes joint designs that meet the same parameters as the modified asphalt mat to provide a seamless containment cap or liner to contain hazardous wastes at RCRA, Superfund sites, waste sites and environmental containment areas.

Abstract: The present invention is directed to a waste or environmental containment system that includes modified asphalt specifically designed for containment, and a system of installation that provides a seamless cap over the area to be contained. The modified asphalt of the present invention has a permeability less than 1×10?8 cm/sec and an air void content less than 3 percent. The system of installation includes joint designs that meet the same parameters as the modified asphalt mat to provide a seamless containment cap or liner to contain hazardous wastes at RCRA, Superfund sites, waste sites and environmental containment areas.

Abstract: A testing system for determining the water sensitivity of a compacted asphalt concrete specimen under various conditions isolates the specimen on a test stand in an environmental cabinet by an impervious shroud and end platens connected to an external fluid circulating system. The specimen is loaded via a load cell by a pulsating actuator and a transducer on the specimen measures axial deformation. Data is transferred from the load cell and transducer to a micro-computer system for analysis.

Abstract: A storage system for solid waste material has a sloped storage basin with a subgrade covered by a 3-layer liner comprising top and bottom liquid impermeable layers separated by a drainage layer. The top layer drains into a leachate collection site and the drainage layer drains into a secondary collection site for detection of leakage through the top layer. A cap covers solid waste material stored on the liner. The top and bottom layers of the liner, and an upper layer of the cap are preferably dense-graded asphalt cement, and the drainage layer of the liner is preferably open-graded asphalt cement.

Abstract: Shaped sulphur concrete articles are produced from a moldable composition of a mineral aggregate, mineral binding agent, a sulphur component, such as elemental sulphur, and a liquid vehicle such as water; the mixture is compacted and formed into a shaped body at an elevated compacting pressure, dried to volatilize the liquid vehicle and heated to melt the sulphur, whereafter it is cooled to solidify the sulphur whereby the mineral materials are bonded into a matrix with the sulphur. The articles can be produced without shrinkage with predetermined dimensions and exhibit good compression strength and durability.