Structural cells and matrices using the structural cells for positioning below a hardscape that define a void space therein, the structural cells, matrices using the cells and methods of assembly allowing in one embodiment the introduction of a structural fluid such as concrete to provide an alternative structural cell and matrix product. In one embodiment a structural cell assembly is described comprising a structural cell with a plurality of legs integrally linked to a frame at a first frame end, the frame linking the legs together and the frame defining a generally flat plane with the legs extending substantially orthogonally away from the first frame end about the frame flat plane to a leg terminal end; and a separate plate engaging the legs, the separate plate comprising linked sockets, each socket engaging the leg terminal end; and/or linked sockets, each socket engaging the leg frame ends or a part thereof.

Disclosed in the present application is a system for a storm water and traffic collector box culvert. The system may comprise a plurality of reinforced slabs with an upper slab that may be configured as a reinforced surface to collect storm water runoff. The plurality of slabs may be connected by a plurality of attachment mechanisms. Accordingly, the present system is directed to an environmentally friendly culvert design that can minimize the magnitude of earthworks required by traditional drainage systems while also providing increased drainage capabilities.

Two lengths of FRP rebar are formed into spirals and coupled at cross over locations to form a structure to be embedded into a cementitious material or covered in a cementitious material for repairing a form or in new construction.

A culvert to ditch transitioning device for lining a ditch proximate to an end of a culvert includes an end panel, which has an orifice positioned therein, and a pair of side panels. A terminal segment of the culvert, which extends into the ditch, can be inserted through the orifice so that a first face of the end panel is in substantial abutment with an end embankment of the ditch. Each side panel is coupled to a respective opposed end of the end panel and extends substantially perpendicularly therefrom. The pair of the side panels lines side embankments of the ditch, proximate to the end embankment. The end embankment and the lined portions of the side embankments thus no longer require lawn care, such as mowing, trimming, and weeding.

A method for managing the flow of water beneath a ground surface uses modules. Assemblies of such modules are disclosed. The modules include supports and a deck portion, and the supports are spaced apart and form multiple channels with a main section of the deck portion. The deck portion also includes at least one section extending from a main section.

A method for managing the flow of water beneath a ground surface uses modules. Assemblies of such modules are disclosed. The modules include supports and a deck portion, and the supports are spaced apart and form multiple channels with a main section of the deck portion. The deck portion also includes at least one section extending from a main section.

A culvert system includes a flexible toe wall that connects to and extends down from the bottom of the culvert. The flexible toe wall is capable of readily conforming to various shapes of the trench conditions provided to receive the toe wall, before or as the trench is backfilled.

A pre-stressed concrete box culvert includes a three-sided culvert top section having a pre-stressed top slab, a first sidewall and a second sidewall. The first and the second sidewalls extend orthogonally from opposite ends of the pre-stressed top slab, and the first and the second sidewalls each include a free end that has at least one male or female connector. The pre-stressed concrete box culvert includes a three-sided culvert bottom section having a pre-stressed bottom slab and a third sidewall and a fourth sidewall. The third and the fourth sidewalls extend orthogonally from opposite ends of the pre-stressed bottom slab, and the third and the fourth sidewalls each include a free end that has at least one male or female connector to mate with the at least one corresponding male or female connector arranged at one of the respective free ends of the first and the second sidewalls.

The method teaches constructing a culvert using discarded tires. The culvert's stress points are reinforced by truck tires. Additionally, the integrity of the culvert is kept intact using a predetermined formula for every 10 feet of culvert constructed.

Systems and methods for stormwater detention. An outer wall comprising L-wall members arranged side by side, each comprising a vertical stem having a height h and a width w, and a base of width w connected to the stem and extending outward therefrom at a horizontal angle. At least a first portion of the L-wall member stems having a pocket extending a distance d from a top surface of the stem towards the base, where d<h. The pockets may be positioned midway of the stem width. At least a second portion of the L-wall member stems devoid of a pocket. Optionally, support walls also having a pocket. A roof of double-T roof members each having a span, a flange, and two webs, the webs having first and second ends engaged with one of the pockets of the stems of the L-wall members.