Exemplary embodiments are illustrated in referenced figures of the drawings. It is intended that the embodiments and figures disclosed herein are to be considered illustrative rather than restrictive.
Throughout the following description specific details are set forth in order to provide a more thorough understanding to persons skilled in the art. However, well known elements may not have been shown or described in detail to avoid unnecessarily obscuring the disclosure. Accordingly, the description and drawings are to be regarded in an illustrative, rather than a restrictive, sense.
The invention consists of a series of culverts laterally supported by blocks formed to the shape of the culverts and all fastened to each other. The bundle of culverts is covered by fill, up to the level of the road or crossing elevation. Without the blocking, the culverts would need to be more widely spaced to provide lateral support by compacted soil. With blocking, a greater stream discharge capacity is provided for a given crossing width and elevation of crossing surface above the streambed.
For temporary installations, a separator fabric such as a geotextile fabric is placed on the streambed prior to placing the culvert bundle to further reduce potential impacts on the streambed and adjacent area. To minimize sediment deposition to the stream during construction and/or removal of the culvert assembly, another separator fabric such as a geotextile fabric layer is placed over the culvert bundle to contain the backfill soil. To avoid spilling of fill into the stream at the ends of the culvert bundles, end walls known to those skilled in the art would be constructed.
Referring to the drawings,
The culverts (D) can be constructed of corrugated or non-corrugated materials. The culvert material can be metal (commonly steel or aluminium), concrete, plastic or other suitable materials. The blocking material (E) can be plastic, concrete, rubber, metal and in suitable situations wood. Backfill material (J) can be compacted soil, rockfill and in suitable situations wood and/or ice and snow.
The fastener (F) illustrated on
The separator fabrics A and B can be geotextile or like sheet materials that prevent fill from entering the culvert bundle or stream.
The bridge foundations I are placed on a thin layer of compacted soil or other suitable material above the culvert assembly D. If the bridge H needs to be placed at a higher elevation, additional culvert bundles can be placed on top of one another. If greater stream discharge capacity is required, the culvert bundle can be extended laterally by fastening additional culverts D and blocking E and fasteners F. Backfill material J is placed over and adjacent to the culvert bundle.
While a number of exemplary aspects and embodiments have been discussed above, those of skill in the art will recognize certain modifications, permutations, additions and sub-combinations thereof. It is therefore intended that the following appended claims and claims hereafter introduced are interpreted to include all such modifications, permutations, additions and sub-combinations as are within their true spirit and scope.
This application claims the benefit of the filing date of U.S. provisional application Ser. No. 60/746,125, filed 1 May 2006.
Number | Date | Country | |
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60746125 | May 2006 | US |