Abstract:
An environmentally responsible system and method of reusing discarded guardrail materials to provide affordable, high-strength barriers and fencing. Discarded guardrails, guardrail posts, and guardrail blockouts are resized and reconfigured to provide barriers for use in alternative applications, such as agrifencing, where the high-strength, durability, and low cost of these formerly DOT-approved guardrail materials provide superior performance to wood and thin metal barriers. The invention also greatly increases the return on investment of state DOTs by providing an aftermarket for used guardrail materials, thereby allowing state DOTs to recover much of the initial costs, which can then be used to offset future costs in order facilitate more highway improvement projects.

Description:
FIELD OF THE INVENTION 
       [0001]    The present invention generally relates to a barrier system and, more particularly, to a high-strength, durable and weather resistant barrier and fencing system constructed of salvaged guardrail materials. These salvaged materials were originally manufactured according to the rigorous standards set by the American Association of State Highway and Transportation Officials (AASHTO) in order to obtain Department of Transportation (DOT) approval for highway guardrail use. For that reason, salvaged guardrail materials retain the majority of their original strength, durability and weather resistance, making them a low-cost but generally superior alternative to current barrier and fencing systems. 
       BACKGROUND OF THE INVENTION 
       [0002]    State DOTs are required to use approved materials for highway guardrail systems. These materials are very expensive when new because they must be originally manufactured for DOT approval according to the high standards for highway barriers set by AASHTO. That organization is tasked with setting the standards for quality, strength, durability, and weather resistance of highway guardrail materials to make them incredibly strong with a nearly infinite lifespan once installed. The stated mission of AASHTO is to advocate transportation-related policies and provide technical services to support states in their efforts to efficiently and safely move people and goods. 
         [0003]    As part of that ongoing effort, AASHTO promulgates standards for highway guardrail systems in its AASHTO-AGC-ARTBA Joint Committee Subcommittee on New Highway Materials Task Force 13 Report, entitled “A Guide to Standardized Highway Barrier Hardware.” The Guide specifies the standards for each component that may be used in an approved guardrail system, which standards generally consist of detailed drawings of acceptable materials, along with detailed Specifications and the Intended Use for each. 
         [0004]    For example, the most common type of guardrail post currently in use is known as a wide-flange guardrail post. AASHTO sets forth the standards for this post in document PWE-01-04. The wide-flange guardrail post PWE-01 is mandated 72 inches in length, as are most guardrail posts, although it is not uncommon to encounter variations in length from 69 inches to 78 inches and more. More specifically, AASHTO mandates that the PWE-01 post must be what is known as a W6×9 metal guardrail post, whereby the designation “W” stands for wide flange in these I-beam metal posts, “6” stands for the depth of the I-Beam (often thought of as the width of the I-beam), and “9” stands for metal that weighs 9 pounds per foot. The Specifications set forth in document PWE-01-04 state that AASHTMO M 270/M 270M (ASTM A 709/A 709M) Grade 25[250] steel must be used unless corrosion-resistant steel is required, in which case the post must be manufactured from AASHTMO M 270/M 270M (ASTM A 709/A 709M) Grade 50W [345W] steel. The specifications go on to state that the PWE-01 post must be zinc-coated for weather-resistance according to AASHTO M 111 (ASTM A 123), another AASHTO standard. 
         [0005]    The same is true of other guardrail system components, including guardrails themselves, which are all equally bound by AASHTO standards. W-beam metal guardrails, for example, must have a specific shape whereby the surface of the guardrails resemble the letter W. The metal specified in the guardrail Specifications is generally the same AASHTO M 270/M 270M grade steel set forth above. 
         [0006]    Often a blockout is included as a spacer between the guardrail post and the guardrail. These blockouts must also be constructed of materials meeting AASHTO standards and typically are made of the same incredibly strong AASHTO M 270/M 270M grade steel, but are occasionally made of timber as set forth in AASHTO documents PWB01 and PDB01a-b. To prevent rust and ensure a long lifespan, when these post, blockout, and guardrail materials are metal they must be weather coated according to AASHTO M 111 standards, which means Type II galvanized or Type IV corrosion-resistant. 
         [0007]    According to AASHTO document PDB01a-b, if the posts or blockouts are made of timber, however, weather resistance is generally specified as preservation treatment in accordance with AASHTO M 133 after all end cuts are made and holes are drilled. The type of timber is also very important and AASHTO documents PDE01-08 and PDB01a-b, for example, require the use of timber with a stress grade of at least 1160 pounds per square inch (psi) for all timber guardrail posts and blockouts. 
         [0008]    All of these materials have in common the characteristics of strength, durability, and long lifespan once manufactured and installed according to AASHTO standards. Once installed, however, all of these materials have the same deficiency in common—they cannot be removed and reused along most highways because removal voids the DOT approval by violating AASHTO and federal highway standards. So when undamaged and perfectly useable materials are removed for projects, such as widening a roadway, those materials are discarded. This is especially true when federal funding is involved because federal oversight prohibits reuse. The outcome provides little potential for a state DOT to recoup any of its initial costs in purchasing the materials and, more importantly, often results in landfill disposal of otherwise useful materials. 
         [0009]    The general practice, therefore, is to pay scrap companies to remove used guardrail materials for transport and landfill disposal with other refuse. Higher than normal disposal rates must also be paid because the materials are galvanized for weather resistance and the zinc involved is a mild toxin. 
         [0010]    Occasionally, however, if enough material is involved at any given time, state DOTs have been able to recoup a small portion of the original cost by selling these materials to scrap companies for recycling. The amount of money recouped in this manner is generally little more than the cost of having the material removed. 
         [0011]    In any event, both of these practices are very wasteful because numerous applications other than highway barriers would benefit from the same quality, strength, durability, and weather resistance found in these guardrail materials. But other applications would not require DOT approval of the materials so employing discarded guardrail materials would not present a problem as long as the guardrails and posts can be reconfigured and resized for such applications. 
         [0012]    Farmers, for example, generally build feed lots and loading pens from wood, which is a much weaker material with a lifespan of less than 10 years. Other lots and pens are built from iron or steel, which is somewhat stronger but easily dented because only thin gauge metal is affordable. Thus even if a farmer is able to afford the cost of building a metal feed lot or loading pen, galvanized metal is cost prohibitive so the metal must be repainted often or replaced after approximately 20 years due to corrosion. 
         [0013]    It is possible, however, that discarded guardrail materials may be retasked as a building material for many alternate applications such as the above. But many difficulties exist that have heretofore prevented retasking of discarded guardrail materials. The most common problem is that guardrails generally use only six-foot posts that are installed so that the guardrail is set approximately two feet above the ground when used in DOT-approved highway barrier applications. More specifically, a typical highway barrier requires an approximately six-foot post to be installed approximately four feet into the ground to withstand the extreme force involved when contacted by a motor vehicle weighing tons and potentially moving at high speeds. In most cases only a single length of guardrail is needed so only approximately two feet of the post remains above the ground to carry the single guardrail at the proper height to withstand such impacts. 
         [0014]    By contrast, a feed lot or loading pen would need to be at least six feet high to prevent the passage of livestock. And although the feed lot or loading pen needs to be much stronger than current wood and metal barriers, the posts would not need to be installed four feet into the ground to withstand the force of crowded livestock, which is drastically lower than the force involved in an automobile collision. As such, a post of approximately seven to eight feet would generally be sufficient so that approximately two feet is buried into the ground and five to six feet remains above ground. In addition, this five to six foot height of guardrail would need to carry multiple lengths of guardrail to effectively block the passage of livestock. Unfortunately, these differences prevent the use of previously DOT-approved guardrail posts because such posts are mostly manufactured in approximately six-foot lengths and because more than a single length of guardrail is needed to provide an effective barrier to livestock. 
         [0015]    An affordable barrier system with the strength, durability, and weather resistance of guardrail materials would be useful as long as it could be reconfigured, manufactured and installed for a reasonable price. Yet no prior art systems have met this need with either new or used guardrail materials. 
         [0016]    In view of the above, it would be desirable to provide a system and method of installing an affordable barrier system reconfigured from discarded guardrail into a useful size and configuration in alternative applications not requiring DOT approval. 
         [0017]    An object of the invention is to provide a system and method of reusing formerly DOT-approved guardrail materials to provide strong, durable, and affordable barrier systems. 
         [0018]    A further object of the invention is to provide a system and method of reusing these materials so that state DOTs can recoup more of the initial costs when the material is removed, thereby providing greater funding for current and future roadway projects. 
         [0019]    A further object of the invention is to provide a system and method of reusing these materials to avoid landfill disposal, which is wasteful, costly to state DOTs, and harmful to the environment. 
       SUMMARY OF THE INVENTION 
       [0020]    The present invention accomplishes the foregoing objects by providing a system and method of reconfiguring and installing an affordable barrier system with the strength, durability, and weather resistance of guardrail materials, in alternative applications not requiring DOT approval. More specifically, the present invention provides a barrier system comprising used guardrails, preferably W-beam guardrails, attached to the surface of resized guardrail posts, preferably constructed from two or more guardrail posts or blockouts connected end-to-end and cut to an appropriate length for specific applications. A preferred embodiment of the invention involves a method of retasking, by reconfiguring and resizing, discarded guardrail materials wherein standard 6-foot W6×9 guardrail posts are resized into 8-foot lengths by cannibalizing other W6×9 posts and blockouts. In this way, otherwise disposable used guardrail materials are reconfigured and installed in alternative applications such as agrifencing. 
         [0021]    In one aspect of the invention a method of adapting salvaged highway guardrail materials to provide multifunctional, weather resistant, reinforced barrier systems in an environmentally responsible manner is provided comprising the steps of: providing a plurality of salvaged highway guardrail materials comprising W6×9 guardrail posts having a length of approximately six feet and W-beam guardrails of various lengths, wherein the plurality of salvaged highway guardrail materials was originally manufactured using AASHTO M 270/M 270M grade steel; selecting a first and second W6×9 guardrail post from the plurality of salvaged highway guardrail materials; cutting the second W6×9 guardrail post to provide a shortened W6×9 guardrail post of approximately two feet; welding a distal end of the first W6×9 guardrail post to a distal end of the shortened W6×9 guardrail post to permanently join the first W6×9 guardrail post and the shortened W6×9 guardrail post, thereby providing a first resized W6×9 post having a continuous length of approximately eight feet; applying a weather-resistant coating to the welded junction of the first resized W6×9 post to prevent degradation from weather and ground exposure; inserting a distal end of the first resized W6×9 post into a ground surface approximately two feet for stabilization in a vertical orientation, whereby approximately six feet of the first resized W6×9 post protrudes from the ground surface in a vertical arrangement to provide a first vertical support beam; providing a second resized W6×9 post in the manner defined for providing the first resized W6×9 post; applying a weather-resistant coating to the welded junction of the second resized W6×9 post to prevent degradation from weather and ground exposure; inserting a distal end of the second resized W6×9 post into a ground surface approximately two feet for stabilization in a vertical orientation and spaced at least one foot horizontally from the first resized W6×9 post, whereby approximately six feet of the second resized W6×9 post protrudes from the ground surface in a vertical arrangement to provide a second vertical support beam; and mounting a first end of at least one W-beam guardrail to the first resized W6×9 post and a second end to the second resized W6×9 post in a fixed and generally horizontal arrangement to define a barrier to passage between the first resized W6×9 post and the second resized W6×9 post. 
         [0022]    In another aspect of the invention, the foregoing method further comprises the step of mounting the first end of at least one W-beam guardrail within a recess defined along one side of the first resized W6×9 post and the second end of at least one W-beam guardrail within a recess defined along an opposing side of the second resized W6×9 post. 
         [0023]    In another aspect of the invention, a method of converting salvaged guardrail materials into multifunctional, weather resistant, reinforced barrier systems is provided comprising the steps of: providing a plurality of salvaged highway guardrail materials comprising W6×9 guardrail posts having a length of approximately six feet, W6×9 guardrail blockouts having a length of approximately 14 inches to 22 inches, and W-beam guardrails of various lengths, wherein the plurality of salvaged highway guardrail materials was originally manufactured according to AASHTO standards; selecting a first and second length of guardrail post material from the plurality of salvaged highway guardrail materials; joining a distal end of the first length of guardrail post material to a distal end of the second length of guardrail post material to provide a first resized post; inserting a distal end of the first resized post into a ground surface for stabilization in a vertical arrangement to provide a first vertical support beam; providing a second resized post in the manner defined for providing the first resized post; inserting a distal end of the second resized post into a ground surface for stabilization in a vertical arrangement to provide a second vertical support beam; and mounting a first end of at least one W-beam guardrail to the first resized post and a second end to the second resized post to define a barrier to passage between the first resized post and the second resized post. 
         [0024]    In a further aspect of the invention, the foregoing method further comprises the step of mounting first end of at least one W-beam guardrail within a recess defined along one side of the first resized W6×9 post and the second end of at least one W-beam guardrail within a recess defined along an opposing side of the second resized W6×9 post. 
         [0025]    In yet another aspect of the invention, the foregoing method further comprises the steps of applying a weather-resistant coating to the junction on the first resized post and applying a weather-resistant coating to the junction on the second resized post. 
         [0026]    In another aspect of the invention, the foregoing method further comprises the step of providing the plurality of salvaged highway guardrail materials further comprising timber guardrail posts and timber guardrail blockouts, each with a stress grade of at least 1160 psi. 
         [0027]    In a further aspect of the invention, the foregoing method further comprises the step of selecting the first and second lengths of guardrail post material from the plurality of salvaged highway guardrail materials, wherein each of the first and second lengths of guardrail post material was originally weather-coated according one of AASHTO M 111 and AASHTO M 133 standards. 
         [0028]    In another aspect of the invention, the foregoing method further comprises the step of selecting the first and second lengths of guardrail post material from the plurality of salvaged highway guardrail materials, wherein each of the first and second lengths of guardrail post material was originally weather-coated as either Type II galvanized or Type IV corrosion-resistant. 
         [0029]    According to another aspect of the invention, an environmentally responsible, multifunctional, weather-resistant, reinforced barrier system is adapted from salvaged highway guardrail materials comprising: a first resized guardrail post constructed from a first and second guardrail post, each of the first and second guardrail posts being selected from a plurality of salvaged highway guardrail materials originally manufactured according to AASHTO standards, the plurality of salvaged highway guardrail materials including W6×9 guardrail posts having a length of approximately six feet, W6×9 guardrail blockouts having a length of approximately 14 inches to 22 inches, and W-beam guardrails of various lengths, wherein the second guardrail post is shortened to a desired length and permanently joined at distal ends with the first guardrail post to provide the first resized post, a distal end of the first resized post being inserted into a ground surface for stabilization in a vertical orientation and the remaining portion of the first resized post protruding from the ground surface in a vertical arrangement to provide a first vertical support beam; a second resized post provided in the same manner as the first resized post and inserted into the ground surface in the same manner as the first resized post; the first resized post and the second resized post each including a weather-resistant coating to prevent degradation from weather and ground exposure; and at least one W-beam guardrail mounted to the first resized post and the second resized post in a fixed and generally horizontal arrangement to define a barrier to passage between the first resized post and the second resized W6×9 post. 
         [0030]    In another aspect of the invention, the plurality of salvaged highway guardrail materials from the foregoing system further includes timber guardrail posts and timber guardrail blockouts, each having a stress rating of at least 1160 psi. 
         [0031]    In still another aspect of the invention, the first and second guardrail posts of the foregoing system are originally manufactured using either AASHTO M 270/M 270M grade 36 [250] steel and AASHTO M 270/M 270M grade 50W [345W] steel or timber with a stress rating of at least 1160 psi. 
         [0032]    The accompanying drawings, which are incorporated into and constitute a part of this specification, illustrate one or more embodiments of the invention and, together with the description, serve to explain the invention further. 
     
    
     
       DESCRIPTION OF THE DRAWINGS 
         [0033]    The invention will be more readily understood with reference to the following specification in conjunction with the drawings here. 
           [0034]      FIG. 1   a  illustrates an agricultural barrier system for restricting the passage of livestock according to one aspect of the invention. 
           [0035]      FIG. 1   b  illustrates a wind break for use in the protection of livestock according to another aspect of the invention. 
           [0036]      FIG. 2   a  illustrates a plurality of salvaged highway guardrail materials including W-beam guardrails and six-foot W6×9 guardrail posts. 
           [0037]      FIG. 2   b  illustrates selecting a first and second W6×9 guardrail post from the plurality of salvaged highway guardrail materials. 
           [0038]      FIG. 2   c  illustrates cutting the second W6×9 guardrail post into three approximately equal two-foot lengths. 
           [0039]      FIG. 2   d  illustrates a resized W6×9 guardrail post provided by welding a first six foot W6×9 guardrail post to a two-foot portion of a second W6×9 guardrail post. 
           [0040]      FIG. 2   e  illustrates applying a weather-resistant coating to the welded junction on a resized guardrail post. 
           [0041]      FIG. 2   f  illustrates inserting approximately two feet of the length of a first and second resized guardrail post into a ground surface so as to provide a first and second vertical support beam. 
           [0042]      FIG. 2   g  illustrates mounting two W-beam guardrails to two resized posts. 
           [0043]      FIG. 2   h  illustrates mounting W-beam guardrails into the recess defined within two opposing W6×9 resized posts. 
           [0044]      FIG. 3   a  illustrates a plurality of salvaged guardrail materials including W-beam guardrails, W6×9 guardrail posts, W6×9 blockouts, timber guardrail posts and timber blockouts. 
           [0045]      FIG. 3   b  illustrates selecting a first and second length of guardrail post material. 
           [0046]      FIG. 3   c  illustrates joining the distal ends of a first and second selected guardrail post material using four large wood staples to provide a resized guardrail post made of timber. 
           [0047]      FIG. 3   d  illustrates inserting the distal ends of a first and second resized guardrail post into a ground surface so as to provide a first and second vertical support beam. 
           [0048]      FIG. 3   e  illustrates mounting a first and second W-beam guardrail to a first and second resized guardrail post. 
       
    
    
     DESCRIPTION OF THE PREFERRED EMBODIMENTS 
       [0049]    The invention provides an affordable, high-strength, and durable barrier system useful in many applications, such as agrifencing, otherwise known as agricultural fencing. Referring now to  FIG. 1   a , an agricultural barrier system is illustrated for preventing the passage of livestock according to one embodiment of the invention. Barrier system  10  is an environmentally responsible, multi-functional, weather-resistant, reinforced barrier system adapted from salvaged highway guardrail materials. Barrier  10  comprises a plurality of resized guardrail posts  12 , inserted into a ground surface  16  approximately two feet so as to provide a plurality of vertical support beams. Each of the resized fence posts  12  is comprised of two sections welded together to form a lengthened resized guardrail post. Section  12   b  generally begins as a standard six-foot W6×9 salvaged guardrail post that is readily available when salvaging guardrails materials. The standard six-foot W6×9 post is cut into three approximately equal two-foot lengths, such as  12   a  of  FIG. 1   a . Section  12   a  is, therefore, also constructed of the same W6×9 guardrail material as  12   b . Moreover, at least two common ways of creating section  12   a  exist. A first way is as previously described to take a standard W6×9 guardrail post, such as  12   b , and cut it into three equal approximately two-foot portions. A second way is to simply use a standard W6×9 guardrail blockout, which generally comes in 14 inch to 22 inch lengths. Once selected and properly sized, sections  12   a  are welded to sections  12   b  to form each of the plurality of resized guardrail posts  12 . 
         [0050]    In this embodiment, three equal lengths of W-beam guardrail  14  are attached to a front surface of each of the resized guardrail posts  12 . In this way, a barrier to passage is created for common applications such as agricultural feed lots and loading pins. 
         [0051]    Referring now to  FIG. 1   b , a plurality of resized guardrail posts  22  is illustrated to provide a plurality of vertical support beams. Similar to  FIG. 1   a , each of the resized guardrail posts  22  in this embodiment is comprised of a standard six-foot W6×9 guardrail post  22   b  welded to a two-foot section of W6×9 guardrail post material  22   a . Approximately two feet of the length of each resized post  22  is inserted into ground surface  26  to provide the plurality of vertical support beams as shown. In this embodiment, W-beam guardrails are placed within the recess  28  on each side of each of the plurality of resized guardrail posts  22 . The I-beam shape and configuration of each W6×9 resized post is ideal to provide an approximately one inch recesses  28  on each side of the resized posts  22 . In this way, a horizontal length of W-beam guardrail  24  is easily mounted between each of the resized guardrail posts  22  and stacked as shown in  FIG. 1   b . The resulting barrier system provides an excellent wind break for livestock during winter months and during storms because the materials used are weather-resistant, multi-functional and reinforced so as to provide an environmentally responsible solution. 
         [0052]    Referring now to  FIG. 2   a , a plurality of salvaged guardrail materials  30  is illustrated including W-beam guardrails  32   a ,  32   b ,  34   a  and  34   b  and W6×9 guardrail posts  36   a ,  36   b  and  36   c . Each of these salvaged guardrail materials was originally manufactured according to AASHTO standards, which is to say in the case of metal guardrail posts, each of the posts  36   a ,  36   b  and  36   c  was originally manufactured using W6×9 posts made of AASHTO M 270/270M grade steel. Each of the guardrail posts  36   a ,  36   b  and  36   c  are further weather-proofed according to AASHTO M 111 standards so that each is either Type II galvanized or Type IV corrosion-resistant. Although salvaged materials, each of the plurality of salvaged guardrail materials  30  maintains nearly all of the same weather-resistant properties, durability and extreme strength found in the same materials when new. 
         [0053]    Referring now to  FIG. 2   b , two of the W6×9 guardrail posts  36   b  and  36   c  are selected for retasking.  FIG. 2   c  illustrates cutting guardrail post  36   c  into three approximately equal lengths,  36   c   1 ,  36   c   2  and  36   c   3 , each approximately two feet in length. Guardrail post  36   b  is then welded to portion  36   c   1  as illustrated in  FIG. 2   d . In this way, a first resized guardrail post  40  is provided after weld  38  is complete. To maintain some of the weather-resistant properties of the original guardrail materials, a weather-resistant coating is applied as illustrated in  FIG. 2   e . A weather-resistant coating, such as a zinc-based paint  44 , is applied in a common spray method using paint sprayer  42  so as to cover weld  38  and the immediately surrounding area. In this way a completed first resized guardrail post  40  is provided. 
         [0054]      FIG. 2   f  illustrates inserting the first resized post  40  into a ground surface  46  approximately two feet so that the portion designated  36   c   1  is under the ground surface and the six-foot portion  36   b  remains above ground. As illustrated, the first resized post  40  protrudes in a substantially vertical manner to provide a first vertical support beam. A second resized W6×9 post  50  is provided in the same manner as illustrated in  FIGS. 2   a  through  2   e  and inserted into ground surface  46  approximately two feet so that portion  50   a  is approximately equal to  36   c   1  and  50   b  is approximately equal to  36   b . In this way, resized post  50  operates in the same manner as resized post  40  to provide a second vertical support beam. 
         [0055]      FIG. 2   g  illustrates mounting two W-beam guardrails  32   a  and  32   b  to resized guardrail posts  40  and  50 . Bolts  52   b  are inserted into holes drilled on the face of W-beam guardrail  32   b  through matching holes  51  on each resized guardrail post as illustrated. Once attached, each of the W-beam guardrails  32   a  and  32   b  are permanently mounted to the face of the first and second resized guardrail posts  40  and  50  using tightened bolts  52   a.    
         [0056]      FIG. 2   h  illustrates an alternative embodiment wherein W-beam guardrails  34   a  and  34   b  are vertically inserted into the recesses  48  in each of the opposing resized guardrail posts  40  and  50 . In this manner, W-beam guardrails  34   a  and  34   b  can be stacked to provide a more complete barrier for use in applications such as the agricultural wind break illustrated in  FIG. 1   b . The recesses  48  defined along each side of the resized W6×9 posts  40  and  50  provide a suitable mounting location for each of a plurality of W-beam guardrails stacked in the manner shown in  FIG. 2   h.    
         [0057]    Retasking salvaged materials as described above and below allows state DOTs to sell these discarded materials to aftermarket fencing and barrier companies, rather than paying for landfill disposal or recycling. In this way, state DOTs receive a net return on the initial investment rather than a net loss once the new guardrail materials must be discarded. That net return can be put to use by DOTs to engage in greater numbers of highway improvement projects, thereby improving the overall transportation system in the United States. 
         [0058]    Referring now to  FIG. 3   a , a more comprehensive plurality of salvaged guardrail materials  60  is illustrated including W-beam guardrails  62   a ,  62   b  and  64 ; W6×9 guardrail posts  66   a  and  66   b , each approximately six feet in length; a W6×9 guardrail blockout  67 , approximately 14 inches to 22 inches in length; timber guardrail posts  68   a  and  68   b , each approximately six feet in length; and timber blockouts  69   a  and  69   b , each approximately 14 inches to 22 inches in length. 
         [0059]      FIG. 3   b  illustrates selecting two guardrail post materials from plurality  60 . In this example, two timber guardrail post materials are selected consisting of timber guardrail post  68   a  and timber guardrail blockout  69   a . Timber guardrail post  68   a  is selected along with the shorter timber guardrail blockout  69   a  so that the combination of the two combines to a total length greater than six feet. 
         [0060]      FIG. 3   c  illustrates joining the distal end of the first guardrail post material  68   a  with the distal end of the second guardrail post material  69   a  using four large wood staples  72   a ,  72   b ,  72   c  and  72   d . In this way, a first resized guardrail post  70  is provided. 
         [0061]    The first resized guardrail post  70  is inserted into ground surface  74  to a desired depth necessary to provide a first vertical support beam. In this example, first resized guardrail post  70  is inserted to a desired depth of approximately twenty-five percent of the total length of resized guardrail post  70 , whereby the entirety of portion  69   a  is underground. 
         [0062]      FIG. 3   d  also illustrates a second resized guardrail post  80 , which is provided in the same manner as the first resized guardrail post  70  illustrated in  FIGS. 3   a  through  3   c . Second resized guardrail post  80  is also inserted into ground surface  84  a desired depth at  80   a  so that a desired height  80   b  remains above ground surface  74  in a substantially vertical manner so as to provide a second vertical support beam. 
         [0063]    Once at least two vertical support beams are provided, W-beam guardrails are mounted on each of the resized posts  70  and  80 , as illustrated in  FIG. 3   e . W-beam guardrails  62   a  and  62   b  are mounted using fasteners  82   a  and  82   b  as illustrated. Fasteners  82   b  are inserted through holes drilled in the surface of W-beam guardrail  62   b  and through matching holes  81  drilled through each resized guardrail post  70  and  80 . Once permanently fastened in the manner shown for W-beam guardrail  62   a , fasteners  82   a  securely hold W-beam guardrail  62   a  to the surface of resized guardrail posts  70  and  80 . 
         [0064]    Although not illustrated, various additional embodiments are possible using the invention similar to what is described and illustrated herein. For example, the barrier system  10  illustrated in  FIG. 1   a  is also suitable for use in many other non-highway applications such as agricultural bale feeders, bunk feeders, fencing, cribbing and snow drift catches. The invention is further adaptable for use in industrial safety applications to provide barriers for protection of critical materials, heavy machinery, traffic flow and personnel protection. The invention is also adaptable for providing barriers for use in parking lot traffic control, private residential or campus safety, security fencing and race track barriers. And finally, the invention as described herein is also adaptable for a variety of homeland security application such as perimeter fencing, airport barriers and fencing, military base barriers and fencing, protection of government installations and building and protection of high security or sensitive locations. 
         [0065]    As described above, most non-highway applications require different lengths of guardrail and guardrail posts for differing mounting heights so that standard highway-configured guardrails and posts are not suitable for aftermarket retasking. The present invention addresses these deficiencies by providing a system and method of using formerly DOT-approved salvaged guardrail materials in a variety of alternative applications not requiring DOT approval. In this way, state DOTs can recoup nearly twice as much in selling the used materials for reuse rather than recycling. In addition, farmers and other alternative users are able to afford and use these very high quality materials once reconfigured for different lengths and heights. And finally, retasking avoids potential environmental damage from placing this galvanized material in landfills where zinc, a mild toxin, leeches into the surrounding soil. 
         [0066]    While preferred embodiments of the invention have been shown and described, modifications and variations may be made thereto by those skilled in the art without departing from the spirit and scope of the present invention. It should be understood, therefore, that other aspects of the invention are possible and that various aspects of the embodiments offered may be interchanged in whole or in part. Furthermore, those of ordinary skill in the art will appreciate that the foregoing description is by way of example only and is not intended to limit the invention as further described in the following claims.