Subsurface platforms for supporting bridge/culvert constructions
View Patent ↗A scour platform to prevent scour of a moving body of water is constructed by placing an excavation adjacent to the body of water. The excavation is spaced laterally from the body of water and extends up or downstream a desired length. A stabilizing sheet material covers the bottom of the excavation. Aggregate is placed within the excavation over the sheet material, and a free end of the sheet material is then folded back over the upper surface of the emplaced aggregate. Any remaining gaps between the excavation and the sheet material may be backfilled and compacted as necessary. The scour platform is completed once the free end of the sheet material is folded back over the aggregate. For additional prevention of scour, micropiles may be emplaced between the scour platform and the body of water.
1. A system to prevent scour created from a moving body of water, said system comprising:
an excavation placed adjacent a body of water and having a length extending along a flow direction of the water;
a sheet material placed on a bottom surface of the excavation, said sheet material having a free end that it is extendable outward and away from the excavation; and
aggregate placed in the excavation, and wherein said free end of said sheet material is placed on top of the emplaced aggregate, said excavation, sheet material, and aggregate defining a scour platform; and
a plurality of micropiles spaced from one another along the body of water and placed between an edge of the water and said scour platform.
2. A system, as claimed in claim 1 , wherein:
said platform has an upper surface that substantially matches surrounding grade of the ground.
3. A system, as claimed in claim 1 , wherein:
a depth of said excavation is between about 3 to 6 feet.
4. A system, as claimed in claim 1 , wherein:
said sheet material is selected from the group consisting of wire mesh, geotextile sheets, and combinations thereof.
5. A system as claimed in claim 1 , wherein:
said sheet material forms a u-shape when emplaced, said sheet material having a curved section facing toward the body of water.
6. A system, as claimed in claim 1 , wherein:
said excavation has a substantially flat bottom surface, and a pair of opposing substantially perpendicular sides terminating at the surface of the ground.
7. A system, as claimed in claim 1 , wherein:
said aggregate is selected from the group consisting of open graded rock, crushed stone, gravel, and combinations thereof.
8. A system, as claimed in claim 1 , wherein:
said excavation includes a pair of excavations placed on opposite lateral sides of the body of water, said sheet material and said aggregate being placed in both said excavations.
9. A system, as claimed in claim 8 , wherein:
said excavations are placed on opposite banks of a body of water in the form of a river or stream, and said scour platform has an upper surface that substantially matches a surrounding grade of the ground.
10. A system, as claimed in claim 9 , wherein:
said plurality of micropiles extend into the ground at an angle wherein a lower end of at least one micropile of said plurality of micropiles extends under a bed of said river or stream.
11. A method of preventing erosion created by a river or stream, said method comprising the steps of:
digging excavations on opposite banks of the river or stream, said excavations having a width extending transversely from a flow direction of the river or stream, and a length extending along substantially a direction of flow of the river or stream;
placing sheet material on bottom surfaces of said excavations, said sheet material having ends extendable away from said excavations;
backfilling the excavations with aggregate;
folding the free ends over the aggregate to form a top cover;
backfilling the gaps between said sheet material and said excavations;
emplacing a plurality of micropiles spaced from one another along the banks of the river or stream and placed between edges of the river or stream and the excavations, said plurality of micropiles being placed within the ground at an angle wherein a lower end of at least one micropile of said plurality of micropiles extends under a bed of the river or stream.