US20030230009A1

US20030230009A1 - Marine-based platform for dredged solids management

Info

Publication number: US20030230009A1
Application number: US10/457,336
Authority: US
Inventors: Warren Chesner; James Melrose
Original assignee: Individual
Current assignee: Individual
Priority date: 2002-06-14
Filing date: 2003-06-09
Publication date: 2003-12-18

Abstract

A marine system and method is presented for collecting, containerizing, and transporting contaminated sediments collected during dredging operations in the marine environment. The system makes use of a specially designed marine-based platform to process and distribute the sediments into containers located on a separate sediment transport vessel. The system described bypasses the need for on-shore sediment processing facilities.

Description

RELATED APPLICATIONS

This application is based upon Provisional Application No. 60/388,701, filed Jun. 14, 2002 entitled “Marine-Based Platform for Dredged Solids Management.”[0001]

TECHNICAL FIELD OF THE INVENTION

This application relates to a system and method for processing and transporting contaminated sediments collected from the marine environment.

BACKGROUND OF THE INVENTION

Routine removal of sediments that accumulate on the bottom of natural and artificial water bodies is commonly practiced to permit navigation of ships and/or to maintain designated water depths. Sediments are sometimes removed to clean up the bottom of these water bodies when such sediments are found to be contaminated and a threat to public health and/or the ecosystem. Such cleanup dredging is commonly referred to as environmental dredging.

Current methods of dredging can be divided into two general categories. They include mechanical dredging and hydraulic dredging. The fundamental difference between these categories is the equipment used and the form in which the sediments are removed. Mechanical dredges remove the sediments directly with clamshell buckets at a relatively low liquid to solids ratio (i.e., relatively little water is entrained in the sediments compared to hydraulic dredging operations). Hydraulic (or vacuum type) dredges loosen sediments at the bottom of a waterway with an auger or cutterblade and vacuum a sediment-water mixture resulting in the removal of a slurry at a high liquid to solids ratio. One of the more difficult problems associated with environmental dredging operations is the handling and management of mechanically or hydraulically dredged sediments after they are removed from the waterway.

During mechanical dredging operations, sediment removed from the bottom of the waterway is typically deposited into hopper barges, and subsequently transported to a shoreside unloading facility where the sediment is removed, processed to reduce the moisture content (i.e., dewatered), reloaded onto secondary transport facilities (rail, truck or barge), and transported to a final disposal site.

During hydraulic or vacuum dredging operations the sediment is extracted and pumped in a slurry form, typically through pipelines, to processing facilities that must store, separate (settle), and dewater the sediments. The dewatered sediments must subsequently be loaded onto secondary transport facilities (rail, truck, or barge) for transport to the final disposal location. Alternatively, the sediments might be permanently retained at the processing location in a storage lagoon or impoundment.

When the dredged sediments are contaminated, their handling and management after extraction is particularly problematic. This is due to the difficulty in finding suitable shoreside locations for an off-loading and processing facility, and the extra care that must be provided to ensure that the sediments are contained, all free water is treated to remove contaminants, and exposure to the sediments or spills do not occur in handling.

Depending on the size and extent of the dredging project, one or more of these land-based facilities may be needed. The construction of such facilities can be expected to result in significant community resistance and permitting problems, which will be compounded when the sediments in question are contaminated. In addition, the cost of constructing facilities for managing contaminated sediments will be extremely high, and in most cases such facilities will be temporary in nature and will only operate during the term of the dredging or cleanup operation.

The present invention relates to a system and method that provides an alternative to the construction of new land-based facilities for managing contaminated dredge materials. The system incorporates a marine platform that contains processing equipment and operations to receive the dredged sediment and convert it into a material that can be conveyed and deposited into containers located on a separate container vessel. The container vessel subsequently transports said containers to an existing cargo port facility, where the containers can be off-loaded and transported to a final disposal site. At this disposal site, the sediments can be removed from the containers and landfilled, and the containers can be returned to the container vessel for reuse.

To convert the extracted sediment into a material suitable for containerization, processing is required. This processing includes oversize material separation and partial dewatering followed by sediment dehydration. Oversize material separation involves the use of grizzly screens. These are coarse screens constructed to separate materials that are greater than approximately 4 to 8 inches in size (oversize material) from materials that are less than said size (undersize material).

The oversize material collected in this process is discharged to a separate container for storage and subsequent disposal. The undersize material, which is the sediment that falls through the grizzly, is deposited into a sediment sump in which a conveyor (preferably a drag flight type) lifts the undersize material up an inclined slope. A drag flight conveyor is a conveying system that drags the material through a fixed flat bottom conveyor trough (preferably enclosed) by means of conveyor flights (rectangular plates) that are located at fixed intervals (e.g., 48 inches on center) within the trough. The conveyor flights are attached to conveyor chains that are connected to sprockets and motors that drive the system. Such conveying systems are commonly used in the power industry to convey power plant residues and can be employed in a submerged environment.

Conveying the sediment up an inclined slope permits free water to drain back down the slope into the sediment sump. From the sump this water is pumped to either an on-board or on-shore water treatment plant. The sediment, which is dragged up the incline, is deposited into a hopper that feeds a mixing device where one or more dehydrating reagents, such as Portland cement, lime, quicklime, cement kiln dust, lime kiln dust, coal fly ash, or a combination of reagents, that will absorb or react with the moisture in the sediment, is introduced and mixed with the sediment. The mixed sediment is subsequently discharged from the mixer where it is conveyed using a conveying system (preferably drag flight) down a horizontal conveyor run where an opening in the bottom of the conveyor trough directs the sediment into hoppers that divert the sediment by gravity into containers located on a container vessel situated below the horizontal conveyor. Vibrating hoppers can assist in moving the sediment through the hoppers.

The container vessel location is critical to enable the processed sediment to drop into the containers that are on-board its deck. Container vessel location is determined by docking the container vessel inside a floating slip that is part of the marine platform system. The container vessel remains in this docked position until its containers are filled with sediment, at which time the containers are covered, the vessel leaves the platform docking slip, and a new container vessel (with unfilled containers) enters the slip. The container vessel and its cargo (processed sediment) after leaving the platform docking slip is transported to an existing port facility where the containers can be off-loaded (similar to cargo) and subsequently stored and transferred onto a secondary transportation system for transport to a final disposal site.

The free water that drains from the sediment into the sediment sump under the grizzly screen will require treatment to remove any contaminants present prior to discharge back to the receiving water. This is accomplished by transporting the water to a water treatment plant. The water treatment plant may be located on a separate or contiguous marine platform or may be located shoreside. In a mechanical dredging operation, the relatively low liquid to solid ratio associated with the extracted sediment may be such that the free water available is of such volume that a water treatment facility could be located on a separate or contiguous marine platform. Alternatively, if hydraulic dredging is employed, the higher liquid to solid ratios associated with the extracted sediment may be such that the volume of water available is too great for a water treatment plant to be practically employed on a marine platform, whether separate or contiguous. In this case the free water generated will need to be pumped to an on-shore location. While the pumping of water to an on-shore treatment facility will necessitate the construction of an on-shore facility, such a facility will be much smaller and less burdensome to a local jurisdiction than a sediment processing facility since it need only process the liquid fraction of the sediment and not the bulk of the sediment collected. In addition, such a plant can be made portable and mobile and more readily assembled and disassembled, resulting in less impact to the host community.

The marine platform upon which the referenced processing activity occurs will need to be an adaptable unit capable of operating in various environments, will need to be a mobile, transportable system, and will need to be easily deployable. This is because dredging in most locations is not a continuous year-round operation and the physical dimensions (width and depth) of waterways and specific reaches within a waterway can be expected to vary. A marine platform constructed using sectional barges (barges that can be connected or interlocked in the field to produce different-sized platforms, and readily transportable by truck to a job site) meets these requirements. Such barges are in commercial use in many marine operations and can be used to construct that platform upon which the processing equipment is located, the platform docking slip for the container vessels and the container vessels.

Processing equipment that will be located on said platform will include a grizzly screen, a sediment sump, inclined conveyors, horizontal drag conveyors, reagent storage silos or tanks, mixers, hoppers, and supporting structures for all equipment, and in particular the horizontal conveyor. The horizontal conveyor, spanning the length of the platform docking slip, is supported by an overhead structure (truss) that extends over the docking slip.

SUMMARY OF PRIOR ART

Processing of dredged sediments to convert such sediments into a usable product or to dewater the sediments prior to disposal is not a new concept. Dredged sediments are mined in many locations from the bottom of waterways for use as an aggregate material in fill or construction applications. There are numerous applications where the properties of the collected dredged materials or sediments are modified so that the material can be applied in a fashion coincident with the design objectives of the final product. While most of these processing schemes have included equipment located shoreside, some have included processing on the dredge vessel or ships adjacent to the dredge vessel. These operations typically involve screening, dewatering, or reagent mixing processes to render the dredged material suitable for the desired application.

Studler, U.S. Pat. No. 5,293,731 B1, describes a method for treating dredged materials to form a sediment product suitable for use as structural fill material. Studler describes in his patent a process in which dredged sediment, extracted from the bottom of the waterway, is placed in a barge (referred to as a treatment vessel). From this treatment vessel free water that accumulates on top of the sediment is pumped to a water treatment facility. Large pieces of debris are removed from the sediment either by using a specialized debris rake to remove the debris from the sediment after it is placed in the treatment vessel, or by direct loading of the sediment onto vibrating or non-vibrating screens prior to entering the treatment vessel. These screens separate oversize materials (debris) from the remainder of the dredged sediment. The dredged sediment that remains in the treatment vessel is subsequently mixed with a dehydrating reagent (such as Portland cement) and transferred to shore where the material is stored and cured prior to use. Studler's objective is to provide a processing system to prepare the sediment so that the sediment will have suitable engineering properties for use as a fill material.

Pal and Yost, U.S. Pat. No. 6,139,485, describe a land-based system for stabilizing contaminated soils, which incorporates the use of crushers, grizzly screens, and pugmill mixers to mix selected reagents with processed sediment. The primary purpose of this application is to convert leachable lead in the sediments into a non-leachable form.

Gurfinkel and Shepsis, U.S. Pat. No. 5,240,608, describe a system that incorporates the processing of dredged sediment on a marine platform to produce either a molded brick or a lightweight aggregate material. Gurfinkel claims an invention capable of separating the sediment into different size fractions for use in either aggregate or brick-making process lines. His invention is intended to separate and treat all the water contained in the sediment and produce no waste. Gurfinkel outlines multiple processing embodiments that could be incorporated into his operation.

Hodges, et al, U.S. Pat. No. 6,149,811, describe an invention in which a dredged slurry from a hydraulic dredging operation is introduced into a solids/liquid separation system to separate the solid and liquid fractions of the sediment. The invention includes a water treatment system to treat the separated water prior to discharge back into the environment. Hodges describes a screening system, the addition of flocculants to agglomerate and densify the sediment and the separation of the flocculated sediment from the slurry by means of a specially designed screening system. Hodges claims that his system has numerous advantages over other more complex systems proposed for dewatering hydraulically dredged sediments, in particular Breidenbaugh, U.S. Pat. No. 4,541,927.

Breidenbaugh. U.S. Pat. No. 4,541,927, describes a processing system, situated on a marine platform that collects and processes sediments from hydraulic dredging operations which centrifuges, screens, aerates, dries, and bags the processed or dried spoils to avoid the need for shoreside processing and to permit the processed or bagged materials to be directly marketed as an aggregate material or shipped (bagged) to a landfill for disposal. Breidenbaugh does not add any reagent to his process and relies on energy-intensive centrifuges, screening, aeration and heat drying to produce a suitable end product.

Dutra, U.S. Pat. No. 5,042,178, proposes a process, the objective of which is to produce a densified slurry for disposal of the sediment at a marine aquatic disposal site. Dutra proposes the use of a hopper into which mechanically dredged sediments are deposited. The hopper contains a bottom grate through which the dredge material falls. This bottom grate provides for the breaking up of the sediment and the separation of large oversize debris from undersize debris. The invention incorporates a series of water jets directed at the sediment that falls through the grate to further break up the sediment and assist in producing a slurry that is discharged to an open-bottom hopper barge. Dutra claims that the slurry will segregate in the hopper barge, where the free water will come to the top and the heavier sediment will sink to the bottom of the barge, producing a more densified slurry than slurries generated during conventional hydraulic dredging operations. This more densified slurry will, according to Dutra, more readily sink to the bottom of a marine aquatic disposal site, when discharged from an open hopper barge, resulting in less dispersal of the sediment as it falls through the water column.

The use of marine based water treatment plant platforms for treating waters removed from contaminated dredge sediments has been proposed by Chesner and Melrose in U.S. Pat. No. 6,432,303 B1, and U.S. patent applications Ser. Nos. 10/094,064 and 10/151,762.

The use of docking slips that incorporate cranes, conveyors, and gantries for loading and off-loading cargo at a ship-port interface is a common practice at most major port facilities.

Arntzen, U.S. Pat. No. 6,524,051 B1, describes a special terminal system for unloading containerized cargo from container ships. Amtzen's system makes use of a specially constructed terminal building that contains docking slips constructed inside the building and an overhead beam support system to lift containers from the vessels.

OBJECTS OF THE INVENTION

The invention disclosed in this application is intended to establish an alternative processing and transport system that provides for the processing and transportation of the dredged sediment on a marine-based platform. The purpose of such a system is to provide a cost-effective solids management system with minimal impact to on-shore communities in the vicinity of the dredge cleanup area.

SUMMARY OF THE INVENTION

The invention involves the deployment of marine-based solids processing and transportation vessels in which sediment collected from the waterways are processed, deposited into containers, and transported to off-loading facilities where the sediments can be securely transported to a final disposal site.

While various processing systems, which include screens, mixers, chemical reagents and dewatering systems have been used or have been proposed for use in both marine and shoreside operations, and while marine-based water treatment systems have been proposed and docking slips are common in ship-port cargo unloading operations, the invention proposed herein is unique in its system and method of operation. It includes a simple system capable of managing either mechanical or hydraulically dredged sediments. It provides a unique marine-based platform that not only processes the sediment to make it suitable for containerization, but also provides for a special handling system to convey and fill containers, located on a separate container transport vessel. It provides for collecting and pumping water to a water treatment to ensure that free water is properly managed and ensures that the sediment placed in containers can be easily managed at existing cargo ports where the containers can be readily off-loaded for transport to a disposal site.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is an isometric view of the marine-based platform of the present invention.[0030]

DESCRIPTION OF THE SYSTEM

The system developed by the inventors includes two marine-based platforms to manage sediments extracted from the bottom of a waterway using either mechanical or hydraulic dredging operations. These two platforms are described herein as a marine-based solids processing vessel and a container transport vessel. [0031]
FIG. 1 depicts in an isometric view the two marine-based platforms used in the system. The marine-based [0032] solids processing vessel 10, shown in FIG. 1, is a vessel equipped with specialized solids processing equipment designed to screen, stabilize, and distribute sediment into containers located on the container transport vessel 20. The marine-based solids processing vessel 10 is further designed with a slip that can accommodate and dock a container transport vessel 20, which can be directed into the slip to receive processed dredge materials for transport. Alternatively, transport vessel 20 can be connected and docked adjacent to solids processing vessel 10 by a connector, such as with ties, ropes, cables, clamps, and the like, in a side-by-side or end-to-end rafting up relationship.
The marine-based processing vessel, as shown in FIG. 1, contains a [0033] sediment feed hopper 30 that is used to receive sediment that is collected in the dredging operation and deposited directly into said hopper. At the bottom of the hopper is a grizzly screen 40 (with openings between approximately 4 inches and 8 inches) used to segregate oversize (plus approximately 4-inch sediment materials) from the undersize materials. The oversize sediment materials are deposited into an oversize materials storage container 50 and the undersize sediment materials are deposited into a sediment sump tank 60, located below the screen. The undersize sediment materials are subsequently transported using an inclined drag flight conveyor in an enclosed trough 70 to an input hopper that feeds the sediment into a mixing device 80, such as a rotating paddle drum or pugmill.
The mixing device provides the means to blend the undersize dredged materials with cementitious reagents, such as Portland cement, quicklime, kiln dusts, or other dehydrating agents, which are stored in a [0034] silo 90 on the processing vessel 10. The dehydrating agent can be introduced to said mixer 80 mechanically (by conveyor) or pneumatically (blown into) through a feed line 140. The purpose of blending the dredge materials with cementitious reagents is to induce hydration reactions in order to reduce the moisture content of the blended mix. Free water that drains from the dredge mud during its travel up the inclined conveyor 70 is collected in the sediment sump tank 60 and pumped via a pipeline 150 to a water containment or treatment system (not shown) for processing. From the mixing device 80, the blended-stabilized mix is conveyed down an enclosed horizontal conveyor trough 100 supported by an overhead truss 110 to permit the conveyor to extend over the slip area into which a container transport vessel 20 can be docked.
The stabilized dredge material conveyed down the horizontal drag flight [0035] feed conveyor trough 100 is distributed into containers 120, located on the container transport vessel 20, by solid gates located under the conveyor trough 100 that can open to discharge the sediment material into distribution hoppers 130. Said distribution hoppers 130, which route the sediment materials to selected containers 120 located on the container vessel 20, can consist of bifurcated hoppers, capable of distributing the stabilized dredge material to parallel rows of containers, or rotating extendable chutes, capable of directing the dredge material, collected from the feed conveyor 100, to designated storage containers.
The primary advantage of the proposed system over existing methods for managing dredged sediments, described above, is that all processing activities are handled on the water. No land-based sediment processing facilities are needed. If a port facility is nearby, the containerized and covered sediment can be off-loaded like any containerized commercial product in a secure manner. The existing port transportation infrastructure can be used for handling and transporting the stabilized and containerized material, ultimately reducing the cost of dredge management. [0036]
While FIG. 1 depicts one container transport vessel docked in one slip, where the containers are fed by one processing and conveying train, the scope of the invention can include multiple container vessels docked within one or more slips, fed by one or more processing and conveying trains. The exact number of slips, trains, etc. will be dependent on the desired sediment removal rates and the spatial-navigational requirements of the waterway. In addition, the excavator, crane, or hydraulic dredge used to excavate the sediment, while not shown in FIG. 1, can be situated on a separate vessel or be situated directly on a portion of the marine-based solids processing vessel, without modifying the scope of the invention. [0037]
In the foregoing description, certain terms and visual depictions are used to illustrate the preferred embodiment. [0038]
However, no unnecessary limitations are to be construed by the terms used or illustrations depicted, beyond what is shown in the prior art, since the terms and illustrations are exemplary only, and are not meant to limit the scope of the present invention. [0039]
It is further known that other modifications may be made to the present invention, without departing from the scope of the invention, as noted in the appended Claims. [0040]

Claims

We claim:

1. A marine-based platform for dredge solids management dispensing with the need for on-shore processing of dredged sediments comprising:

a floating marine-based solids processing vessel having at least one solids processing apparatus on a deck thereon, and a hull having a connection connecting at least one dredged sediment transport vessel thereto.

2. The marine-based platform as in claim 1 wherein said transport vessel includes at least one collection container for collecting processed sediments therein.

3. The marine-based platform as in claim 1 wherein said solids processing vessel includes solids processing equipment performing at least one process of screening, stabilizing, and/or distributing sediment into said at least one collection container located on said transport vessel.

4. The marine-based platform as in claim 1 wherein said connection connecting said at least one transport vessel is a docking slip having an opening leading to an enclosed recess, into which said slip said at least one transport vessel is docked.

5. The marine-based platform as in claim 4 wherein said transport vessel includes a plurality of slips, each said slip accommodating a respective transport vessel therein.

6. The marine-based platform as in claim 1 wherein said connection connecting said at least one transport vessel is a connector connecting said solids processing vessel in a rafting up connection adjacent to said transport vessel.

7. The marine-based platform as in claim 1 wherein said marine-based processing vessel contains a sediment feed hopper receiving sediment that is collected in a dredging operation.

8. The marine-based platform as in claim 7 further comprising a grizzly screen separating predetermined oversize materials from predetermined undersize materials, said oversize sediment materials being deposited into an oversize materials storage container and said undersize sediment materials being deposited into a sediment sump tank.

9. The marine-based platform as in claim 8 wherein said undersize sediment materials are subsequently transported to a sediment mixing device.

10. The marine-based platform as in claim 9 wherein said undersize sediment materials are transported using an inclined drag flight conveyor in an enclosed trough to an input hopper that feeds the sediment into a mixing device.

11. The marine-based platform as in claim 10 wherein said mixing device blends said undersize dredged materials with at least one dehydrating reagent.

12. The marine-based platform as in claim 11 wherein said at least one dehydrating reagent is selected from the group consisting of Portland cement, quicklime, cement kiln dust, lime kiln dust, coal fly ash, or a combination thereof.

13. The marine-based platform as in claim 11 wherein said dehydrating agent is introduced to said mixer mechanically by conveyor.

14. The marine-based platform as in claim 11 wherein said dehydrating reagent is pneumatically fed through a feed line to said mixing device.

15. The marine-based platform as in claim 10 wherein free water draining from said undersize dredged materials is collected in a sediment sump tank and pumped via a pipeline to a water containment and/or treatment system.

16. The marine-based platform as in claim 11 wherein said undersize dredged materials with at least one dehydrating reagent produces a blended mix that is conveyed down from said mixing device to a horizontal conveyor trough.

17. The marine-based platform as in claim 16 wherein said horizontal conveyor trough is supported by an overhead truss to permit said conveyor to extend over said slip into which said container transport vessel is docked.

18. The marine-based platform as in claim 16 wherein said blended mix is conveyed down said horizontal conveyor trough and is distributed into respective containers located on said container transport vessel, each said conveyor having a gate located under said respective conveyor trough, each said gate openable to discharge said blended mix into respective distribution hoppers routing said blended mix to selected removable containers located on said container vessel.

19. The marine-based platform as in claim 18 wherein each said hopper is a bifurcated hopper distributing said blended mix to at least one container of parallel rows of containers, or rotating extendable chutes, capable of directing said blended mix, collected from said feed conveyor to at least one respective designated storage container.

20. A marine-based platform for dredged solids management comprising:

a solids processing vessel having a feed hopper for receiving sediment collected in a dredging operation;

means on said processing vessel for separating said sediment into oversize and undersize aggregate materials;

a first container on said processing vessel for receiving and storing said oversize aggregate materials after separation from said undersize aggregate materials;

a second container on said processing vessel for receiving free water and undersize aggregate materials after separation of said oversize aggregate materials;

means on said processing vessel for mixing said undersize aggregate materials with reagents to produce a stabilized mixed product of reduced moisture content;

a slip formed in said processing vessel to receive a transport vessel; and

means for discharging said mixed product into containers on said transport vessel for removal from said processing vessel.

21. The marine-based platform of claim 20 in which said means for separating said sediment into oversize and undersize aggregate materials comprises a screen, said screen being tilted so that the oversize aggregate materials are deposited into said first container.

22. The marine-based platform of claim 20 in which said means for treating said undersize aggregate materials comprises a mixing device, a transport device for moving undersize aggregate materials from said second container into said mixing device, and means for supplying cementitious reagents to said mixing device to mix with said undersize aggregate materials to induce hydration reactions to bring about the reduction in moisture content and produce said stabilized mixed product.

23. The marine-based platform of claim 22 in which said transport device comprises an inclined conveyor which lifts said undersize aggregate materials for deposit into said mixing device through a hopper, said mixing device being above said second container, allowing free water from said undersize aggregate materials in said conveyor to drain back to said second container, and means for withdrawing water out of said second container.

24. The marine-based platform of claim 20 in which said means for discharging the mixed product into containers on said transport vessel comprises an overhead truss spanning said slip over said transport vessel, a conveyor system supported by said truss for carrying said mixed product from said mixing device to distribution hoppers which route the mixed product into said containers on said transport vessel.

25. The marine-based platform of claim 21 in which said oversize aggregate materials are greater than about 4 to 8 inches in size, and said undersize aggregate materials are less than about 4 to 8 inches in size.

26. A method of managing dredged solids aboard a water based vessel comprising the steps of:

depositing sediment collected in a dredging operation in a feed hopper on a solids processing vessel, said processing vessel having a slip to accommodate a transport vessel;

separating said sediment into oversize and undersize aggregate materials;

storing the separated oversize aggregate materials in a first container on said processing vessel;

storing the separated undersize aggregate materials in a second container on said processing vessel;

mixing said undersize aggregate materials with reagents to produce a stabilized mixed product of reduced moisture content; and

discharging said mixed product into containers on said transport vessel for removal from said solids processing vessel so that all processing of said sediment takes place aboard said processing vessel.

27. The method of claim 26 in which the oversize and undersize aggregate materials are separated by using a screen tilted at an angle so that the oversize aggregate materials not passing through said screen drops into said first container.

28. The method of claim 26 in which said undersize aggregate materials are mixed with the reagents in a mixing device, using a transport device to move undersize aggregate materials from said second container into said mixing device, and supplying dehydrating reagents to said mixing device to mix with said undersize aggregate materials to induce hydration reactions to bring about the reduction in moisture content and produce said stabilized mixed product.

29. The method of claim 28 in which said transport device comprises an inclined conveyor which lifts said undersize aggregate materials for deposit into said mixing device through a hopper, said mixing device being above said second container, allowing free water from said undersize aggregate materials in said conveyor to drain back to said second container.

30. The method of claim 27 in which said oversize aggregate materials are greater than about 4 to 8 inches in size, and said undersize aggregate materials are less than about 4 to 8 inches in size.