Abstract: A railroad grade crossing system comprises a plurality of plates that rest on selected ties. The plates have two or more upstanding projections with threaded openings extending through them. The plates are positioned at the intersections of adjacent elastomeric grade crossing panels that have recesses defined in their lower surfaces that receive the projections. Bores extending through the panels coaxially with the recesses permit bolts to be installed through the panels into threaded engagement with the projections. Since adjacent panels are attached to a common plate, they become interconnected so that the weight of an entire crossing element will resist movement of the panels. In a typical application there are three crossing elements; a gauge element between the rails, and a field crossing element between each rail and the adjacent roadway. Typically, the gauge panels only extend half-way between the rails so that each gauge plate is coupled to the inner corner of four adjacent gauge panels.

Abstract: A railroad grade crossing comprising a plurality of elastomeric panels that are interconnected to provide integral multiple panel crossing units. Each panel has a plurality of elongate tapered cylindrical passageways extending through it that are parallel with the tracks being crossed. Pins are partially inserted into aligned passageways in adjacent panels to interconnect adjacent panels to one another. Because the passageways are tapered, and thus create larger openings at one end of the panels and smaller openings at the other ends, the pins are divided into larger ends, which fit into the larger openings, and smaller ends, which fit into the smaller openings. If it is desired to interconnect the panels into integrated crossing units prior to installation, the pins can be attached to the passageways and the ends of adjacent panels can be attached to one another with an adhesive. This permits the combined crossing units to be transported and installed as a unit.