Basf Se Corporation

Reynolds Presto Products Inc.

Pervious Paving Contractors LLC

Lariat Holdings, LLC

Reynolds Consumer Products Inc.

Previous Paving Contractors LLC

William G Handlos

Steven Hicks

David Kenneth Bower

Gary Michael Bach

Cory Scott Schneider

Bryan Scott Wedin

Brian T Arnott

Joe Kaul

Calvin T Peeler

Daniel F Senf

Nicholas A Foley

Melissa Terry

Kai Tietjen

Jeremy Anthony McConnell

Patricia J Stelter

Matthew M Kuester

Jeremy A Mcconnell

A process for making a composite pavement structure comprising primed glass aggregate particles and a polymeric binder composition is disclosed. Systems and methods are also disclosed for the priming of glass aggregate particles. In one embodiment, the glass aggregate particles range from about 0.1 to about 0.5 inch in diameter and are exposed to a coupling agent in solution, for example an aqueous aminosilane solution, in an amount of about 1 to about 10 parts by weight of solution based on 100 parts by weight of the glass aggregate particles wherein the aqueous solution contains about 0.01 to about 5.0 parts by weight coupling agent based on 100 parts by weight of solution. After exposure, the primer is allowed to react and bond with the glass aggregate particles for a predetermined time period to provide primed glass particles, for example silylated glass particles, which are then dried. Once the primed glass and polymeric binder composition are mixed, they are allowed react and bond to provide a composite pavement structure.

Composite pavement structure

A method produces a composite material using a mixing system. The composite material comprises at least one aggregate, e.g. rock and/or glass, and the reaction product of a two-component polymeric binder composition comprising a first component, e.g. an isocyanate component, and a second component, e.g. an isocyanate-reactive component. The mixing system includes a mixing apparatus. The method includes the step of providing the aggregate, the first component and the second component into the mixing apparatus. The method further includes the step of mixing the first and second components to produce the reaction product of the two-component polymeric binder composition, and the step of applying the reaction product of the two-component polymeric binder composition to the aggregate within the mixing apparatus to produce the composite material. The composite material can be used for forming a paved structure, such as a sidewalk or a roadway.

Method of producing a composite material using a mixing system

Stake

A process for making a colored composite pavement structure comprising silylated glass aggregate particles and a polymeric binder composition is disclosed. Systems and methods are also disclosed for providing a colored composite material that cures into a pavement structure. In one embodiment, a colorant concentrate is provided by combining an inorganic colorant with a portion of a first component of a polymeric binder composition. The colorant concentrate can then be combined with the first and second components of the polymeric binder composition to provide a colored polymeric binder composition. The colored polymeric binder composition may then be applied to silylated glass aggregate particles to provide a colored composite material that cures into a pavement structure.

Colored composite pavement structure

A composite pavement structure comprises a wearing course layer and a base course layer disposed below the wearing course layer. The wearing course layer comprises aggregate, e.g. glass and rock, and an elastomeric composition. The elastomeric composition comprises the reaction product of an isocyanate component and an isocyanate-reactive component. The isocyanate component comprises a polymeric isocyanate, and optionally, an isocyanate-prepolymer. The isocyanate-reactive component comprises a hydrophobic polyol and a chain extender having at least two hydroxyl groups and a molecular weight of from about 62 to about 220. The chain extender is present in the isocyanate-reactive component in an amount of from about 1 to about 20 parts by weight based on 100 parts by weight of the isocyanate-reactive component. The base course layer comprises aggregate which is the same or different than the aggregate of the wearing course layer. Methods of forming the composite pavement structure are also disclosed.

Composite pavement structures

A mat for use in a portable porous construction mat system includes tabs for providing connections to adjacent mats. A portable porous construction mat system includes a plurality of porous units connected together with fastener arrangements. A method of providing a construction mat system includes connecting together porous units with fastener arrangements. A kit includes at least first and second porous units and fastener arrangements.

Mat, portable porous construction mat system, tools, and methods

An open mat system to reinforce turf includes an anchor arrangement to help secure the mat to the turf. The anchor arrangement includes an anchor head embedded in the earth, a cable connected to the anchor head, a cable connector device, and a brace. The cable is inserted into the connector device, which holds the cable against withdrawal from the connector device. The brace includes a receiver, in which the cable connector device is removably oriented in the receiver.

Anchor arrangement for use with open mat system; open mat system; and methods for reinforcing earth

A device that includes an insertion member, a shank, and a body having a through-hole and a post. The device can be part of a cellular confinement system. A method of transferring load from an expanded cellular confinement structure to a flexible tendon includes inserting an insertion member of a device through an open slot in the structure, inserting a tendon through a through-hole in the body of the device, and wrapping the tendon around a post of the body. A kit includes a first unitary section of cells, at least one device, and at least one tendon for securing the device and the section to allow transfer of load from the web to the tendon.

Load transfer or connector device for expanded cell confinement structures and methods for doing the same

A connection device for fastening two expanded cellular confinement structures includes an insertion member having insertion ends, an insertion member extension, an integral shank, and a handle member. A cellular confinement system includes first and second webs of cells made from strips bonded together in spaced apart areas. The strips form walls of the cells and at least some of the cells define open slots. At least one connection device fastens the first web and the second web together through the open slots. A method of fastening two expanded cellular confinement structures includes aligning two expanded cellular confinement structures; inserting an insertion member of a connection device through open slots; and turning the connection device.

Connection device for fastening expanded cell confinement structures and methods for doing the same

Growing community of inventors

Manitowoc, WI, United States of America

William G Handlos