MODULAR HYBRID ENGINEERED WOOD COMPOSITE ROAD

Abstract

A modular hybrid engineered wood composite road includes a plurality of bars defining a first layer, a plurality of runners defining a second layer, and a plurality of deck sections defining a third layer. The bars are positioned on the ground, spaced apart, and are positioned perpendicularly to the direction of traffic flow. The runners are formed from elongated metal members and are laid on the bars perpendicularly to the bars and parallel to the direction of traffic flow. The deck sections are positioned on the runners adjacent one another, and such that the deck sections are positioned perpendicularly to the direction of traffic flow.

Claims

1. A modular hybrid engineered wood composite road comprising: a plurality of bars defining a first layer; a plurality of runners defining a second layer; and a plurality of deck sections defining a third layer; wherein the bars are positioned on the ground, spaced apart, and are positioned perpendicularly to a direction of traffic flow; wherein the runners are formed from elongated metal members; wherein the runners are laid on the bars perpendicularly to the bars and parallel to the direction of traffic flow; and wherein the deck sections are positioned on the runners adjacent one another, and such that the deck sections are positioned perpendicularly to the direction of traffic flow.

2. The modular hybrid engineered wood composite road according to claim 1, wherein the bars are elongated reinforced laminated support mats comprised of a plurality of laminated billets, each billet having planar load-bearing face; wherein each billet comprises a plurality of individual wood laminations attached by steel rods; wherein a plurality of resilient spacers are disposed within the space between adjacent billets; and wherein each bar includes an elongated, protective edge member on each longitudinally extending side thereof.

3. The modular hybrid engineered wood composite road according to claim 2, wherein the elongated metal members are one of SKS 16 pan pile and MKL 3-7 sheet pile.

4. The modular hybrid engineered wood composite road according to claim 3, wherein the deck sections are reinforced laminated support mats comprised of a plurality of laminated billets, each billet having planar load-bearing face; wherein each billet comprises a plurality of individual wood laminations attached by steel rods; wherein a plurality of resilient spacers are disposed within the space between adjacent billets; and wherein each bar includes an elongated, protective edge member on each longitudinally extending side thereof.

5. The modular hybrid engineered wood composite road according to claim 1, wherein the elongated metal members are one of SKS 16 pan pile and MKL 3-7 sheet pile.

6. The modular hybrid engineered wood composite road according to claim 1, wherein the deck sections are reinforced laminated support mats comprised of a plurality of laminated billets, each billet having planar load-bearing face; wherein each billet comprises a plurality of individual wood laminations attached by steel rods; wherein a plurality of resilient spacers are disposed within the space between adjacent billets; and wherein each bar includes an elongated, protective edge member on each longitudinally extending side thereof.

7. The modular hybrid engineered wood composite road according to claim 5, wherein every other one of the runners is flipped such that adjacent ones of the runners overlap each other to define a first nested configuration.

8. The modular hybrid engineered wood composite road according to claim 5, wherein every other one of the runners is flipped such that a longitudinally extending side wall of each runner is positioned adjacent the longitudinally extending side wall of an adjacent runner to define a second nested configuration.

9. The modular hybrid engineered wood composite road according to claim 5, wherein the runners are arranged such that longitudinally extending edges of adjacent runners overlap to define a lapped configuration.

10. The modular hybrid engineered wood composite road according to claim 5, wherein the runners are arranged such that longitudinally extending edges of adjacent runners abut one another to define an adjacent configuration.

11. The modular hybrid engineered wood composite road according to claim 1, wherein each of the first layer, the second layer, and the third layer is attached to at least one of an adjacent first layer, second layer, and third layer.

12. The modular hybrid engineered wood composite road according to claim 11, wherein the first layer, the second layer, and the third layer may be attached to any other of the first layer, the second layer, and the third layer with chain and hooks.

13. A modular hybrid engineered wood composite road comprising: a plurality of bars defining a first layer; a plurality of runners defining a second layer; and a plurality of deck sections defining a third layer; wherein the bars are formed from reinforced laminated support mats comprised of a plurality of laminated billets, each billet having planar load-bearing face, wherein each billet comprises a plurality of individual wood laminations attached by steel rods, wherein a plurality of resilient spacers are disposed within the space between adjacent billets, wherein each bar includes an elongated, protective edge member on each longitudinally extending side thereof, and wherein the bars are positioned on the ground, spaced apart, and are positioned perpendicularly to a direction of traffic flow; wherein the runners are formed from one of SKS 16 pan pile and MKL 3-7 sheet pile, and wherein the runners are laid on the bars perpendicularly to the bars and parallel to the direction of traffic flow; and wherein the deck sections are formed from the reinforced laminated support mats, and are positioned on the runners adjacent one another, and such that the deck sections are positioned perpendicularly to the direction of traffic flow.

14. The modular hybrid engineered wood composite road according to claim 13, wherein every other one of the runners is flipped such that adjacent ones of the runners overlap each other to define a first nested configuration.

15. The modular hybrid engineered wood composite road according to claim 13, wherein every other one of the runners is flipped such that a longitudinally extending side wall of each runner is positioned adjacent the longitudinally extending side wall of an adjacent runner to define a second nested configuration.

16. The modular hybrid engineered wood composite road according to claim 13, wherein the runners are arranged such that longitudinally extending edges of adjacent runners overlap to define a lapped configuration.

17. The modular hybrid engineered wood composite road according to claim 13, wherein the runners are arranged such that longitudinally extending edges of adjacent runners abut one another to define an adjacent configuration.

18. The modular hybrid engineered wood composite road according to claim 13, wherein each of the first layer, the second layer, and the third layer is attached to at least one of an adjacent first layer, second layer, and third layer.

19. The modular hybrid engineered wood composite road according to claim 13, wherein the first layer, the second layer, and the third layer may be attached to any other of the first layer, the second layer, and the third layer with chain and hooks.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0008] FIG. 1 is a plan view of a portion of an improved Type II modular engineered wood composite road according to this invention.

[0009] FIG. 2 is a plan view of the runners illustrated in FIG. 1.

[0010] FIG. 3 is an end view of a billet illustrated in FIGS. 1 and 2.

[0011] FIG. 4 is a cross-sectional view of a runner taken along the line 4-4 in FIG. 2.

[0012] FIG. 5A is a plan view of a spacer illustrated in FIGS. 1 and 2.

[0013] FIG. 5B is a side view of the spacer illustrated in FIGS. 1, 2 and 5A.

[0014] FIG. 6A is a cross-sectional view of a portion of the modular engineered wood composite road taken along the line 6A-6A of FIG. 1.

[0015] FIG. 6B is a cross-sectional view of a portion of the modular engineered wood composite road taken along the line 6B-6B of FIG. 1.

[0016] FIG. 7 is a cross-sectional view of a portion of the modular engineered wood composite road taken along the line 7-7 of FIG. 1.

[0017] FIG. 8 is an enlarged view of a first portion of the modular engineered wood composite road illustrated in FIG. 7.

[0018] FIG. 9 is an enlarged view of a second portion of the modular engineered wood composite road illustrated in FIG. 7.

[0019] FIG. 10 is a cross-sectional view of an alternate embodiment of protective edge member illustrated in FIGS. 1 and 7 through 9.

[0020] FIG. 11 is a plan view of a known Type I mat arrangement.

[0021] FIG. 12 is a plan view of a known Type II mat arrangement.

[0022] FIG. 13 is a plan view of a known Type III mat arrangement.

[0023] FIG. 14 is a plan view of a portion of an improved Type III modular engineered wood composite road according to this invention.

[0024] FIG. 15 is a plan view of the bars illustrated in FIG. 14.

[0025] FIG. 16 is a cross-sectional view of a portion of the modular engineered wood composite road taken along the line 16-16 of FIG. 14.

[0026] FIG. 17 is a cross-sectional view of a portion of the modular engineered wood composite road taken along the line 17-17 of FIG. 14.

[0027] FIG. 18 is a cross-sectional view of a portion of the modular engineered wood composite road taken along the line 18-16 of FIG. 14.

[0028] FIG. 19 is a top plan view of a known reinforced laminated support mat.

[0029] FIGS. 20A-20D are views of an improved Type III modular engineered wood composite road showing a first embodiment of a runner.

[0030] FIG. 21 is a cross-sectional view of the improved Type III modular engineered wood composite road illustrated in FIG. 20A.

[0031] FIG. 22 is an exploded perspective view of the improved Type III modular engineered wood composite road illustrated in FIG. 20A.

[0032] FIGS. 23A-23D are views of an improved Type III modular engineered wood composite road showing a first embodiment of a runner.

[0033] FIG. 24 is a cross-sectional view of the improved Type III modular engineered wood composite road illustrated in FIG. 23A.

[0034] FIG. 25 is an exploded perspective view of the improved Type III modular engineered wood composite road illustrated in FIG. 23A.

[0035] FIGS. 26A-26D are views of an improved Type III modular engineered wood composite road showing a first embodiment of a runner.

[0036] FIG. 27 is a cross-sectional view of the improved Type III modular engineered wood composite road illustrated in FIG. 26A.

[0037] FIG. 28 is an exploded perspective view of the improved Type III modular engineered wood composite road illustrated in FIG. 26A.

[0038] FIGS. 29A-29D are views of an improved Type III modular engineered wood composite road showing a first embodiment of a runner.

[0039] FIG. 30 is a cross-sectional view of the improved Type III modular engineered wood composite road illustrated in FIG. 29A.

[0040] FIG. 31 is an exploded perspective view of the improved Type III modular engineered wood composite road illustrated in FIG. 29A.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

[0041] Referring now to FIGS. 1 and 2, a section of an improved Type II modular engineered wood composite road according to the invention is shown generally at 40. The improved modular engineered wood composite road 40 includes decking 42 mounted to a plurality of runners 44 in a manner described below in detail.

[0042] Although load bearing mats and temporary roads for access to, and use in, undeveloped areas such as construction sites are known, conventional mats used in such applications are typically made from wood or wood composites and are typically deployed in a work site using one of three techniques or mat arrangements, known as Type I, Type II, and Type III arrangements. A contractor using the conventional mats may choose between the Type I, Type II, and Type III arrangements based on the soil conditions and the desired load bearing capability. However, because the specific strength properties of the materials used in the construction of the known Type I, Type II, and Type III arrangements, such as their flexural strength and stiffness, is not precisely known, the known Type I, Type II, and Type III arrangements are not designed for the measured or estimated bearing strength of the soil at a location where the known Type I, Type II, and Type III arrangements will be installed.

[0043] The wood laminations 48 and the engineered wood composite billets 46 made from the wood laminations 48 are unique in that both the wood laminations 48 and the engineered wood composite billets 46 can be designed to achieve a desired flexural strength and stiffness. Further, the bearing strength of the soil at a location where the improved Type II modular engineered wood composite road 40 will be installed may be measured or estimated. Thus, the improved Type II modular engineered wood composite road 40 may be designed, manufactured, and/or its components selected to have a specific flexural strength and stiffness required for the bearing strength of the soil upon which the modular engineered wood composite road 40 will be installed, and required for the load that will be supported by the improved Type II modular engineered wood composite road 40.

[0044] A Type I mat arrangement is shown at 10 in FIG. 11, and includes one or more mats 12. Each mat 12 is comprised of a plurality of billets 14. Each billet 14 is comprised of a plurality of wood members. The Type I mat arrangement 10 is typically used on job sites in which the mats 12 are simply laid directly on the ground perpendicularly to the direction of traffic flow, as indicated by the chevrons 16. The Type I mat arrangement 10 is typically used when the site conditions are generally uniform so that the mat or mats 14 can lay substantially flat on the ground.

[0045] A Type II mat arrangement is shown at 20 in FIG. 12, and includes two components: two or more stringers 22 and decking 24 comprising a plurality of mats 26. Each stringer 22 and each mat 26 is comprised of a plurality of the billets 14. The Type II mat arrangement 20 is typically used on job sites that have non-uniform site conditions. Such a job site may have high and low spots that may be one or two feet apart, and the site may have varying soil strength. The stringers 22 are positioned to bridge across the terrain variations and the decking 24 provides a solid road surface. The stringers 22 are laid parallel to the direction of traffic flow, as indicated by the chevrons 16, and the mats 26 of the decking 24 are laid on the stringers 22 perpendicular to the direction of traffic flow.

[0046] A Type III mat arrangement is shown at 30 in FIG. 13, and includes two components: two or more bars 32 and a plurality of runners 34 comprising plurality of mats 36. Each bar 32 and each mat 36 is comprised of a plurality of the billets 14. The Type III mat arrangement 30 is typically used on job sites that have extremely poor soil conditions. Typically, such poor soil conditions mean that it is very difficult to walk across the job site, and foot access may require the use of hip-waders. Such a job site may also be described as one in which a Type I mat arrangement 10 would generally become submerged under typical equipment loads. The bars 32 are positioned perpendicularly to the direction of traffic flow, as indicated by the chevrons 16, and further positioned to cover a relatively large area to develop enough support to distribute typical equipment loads. The runners 34 are laid on the bars 32 parallel to the direction of traffic flow.

[0047] As shown in FIG. 1, the runners 44 are positioned substantially parallel to the direction of traffic flow, as indicated by the arrow A1, and the decking 42 is laid on the runners 44 substantially perpendicularly to the runners 44 and to the direction of traffic flow. As shown in FIGS. 1 and 2, the decking 42 and the runners 44 each comprise a plurality of billets 46, as shown in FIGS. 3 and 4. In the illustrated embodiment, the billets 46 are an engineered wood composite product formed from a plurality of composite wood laminations 48 (see FIG. 3). Examples of such billets, and of methods of making such billets, are disclosed in U.S. Pat. Nos. 7,137,226, 7,818,929, and 8,906,480, the disclosures of which are incorporated herein by reference in their entireties. In general, the process of manufacturing the billet 46 begins by machining rough hardwood boards to a desired dimension for laminating. The boards are first ripped to a width that will ultimately yield the billet thickness. The top and bottom longitudinally extending wide faces of the ripped boards are surfaced to define the laminations 48 and to prepare and define uniform surfaces for laminating. Adhesive is then applied to each lamination 48. Each lamination 48 is set on edge and nested into a lay-up with other laminations 48 to create an un-pressed billet. The lay-up is then moved into a press, where the lay-up is pressed using heat and pressure to define the billet 46. The pressed billets are further machined to achieve the desired billet dimensions. Connection hardware, described below, may then be attached to the billets 46. Each billet 46 includes outboard laminations 50 (see FIG. 3).

[0048] The billets 46 may have any desired dimensions as disclosed in U.S. Pat. Nos. 7,137,226, 7,818,929, and 8,906,480. In the illustrated embodiment, and as best shown in FIG. 3, the billets 46 have a height of about 3.5 inches (89 mm) and a width of about 12 inches (30.5 cm). The billets 46 configured to form the runners 44 may have a length of about 28 feet (8.5 m) and the billets 46 configured to form the decking 42 have a length of about 14 feet (4.27 m). Alternatively, the billets 46 may have any desired length determined by the needs of a road project.

[0049] Referring to FIGS. 2 and 4, the runners 44 may be formed by attaching together two of the billets 46. The billets 46 may be arranged side by side such that wide faces 50a of the outboard laminations 50 of the adjacent billets 46 face each other.

[0050] The billets 46 of the runners 44 may then be attached together by rigid rods 52 having nuts 56 and washers 58, as best shown in FIG. 4, threaded onto the distal ends thereof. The rods 52 extend through apertures 54 formed transversely through the billets 46. The rods 52 nearest distal ends 44a of the runners 44 may be spaced a distance D1 of about 12 inches (30.5 cm) from the distal ends 44a, and the remaining rods 52 may be spaced about 2 feet (61.0 cm) apart. It will be understood that any number of the rods 52 may be used to attach the billets 46 together, and that the rods 52 may be spaced any desired distance apart. The nuts 56 may be tightened to urge the billets 46 together to define the runner 44.

[0051] If desired, expansion pads or spacers 60 (see FIGS. 5A and 5B) may be mounted between the adjacent billets 46, centered on each of the rods 52, such that the rods 52 extend through an aperture 61 formed in each spacer 60. The spacers 60 are therefore also spaced about 2 feet (61.0 cm) apart. The illustrated spacers 60 are formed from rubber, although other elastomeric and resilient materials may be used. The spacers 60 may have any desired dimensions as disclosed in U.S. Pat. Nos. 7,818,929 and 8,906,480. In the illustrated embodiment, and as best shown in FIGS. 5A and 5B, the spacers 60 have a length L of about 6.0 inches (15.2 cm), a width W of about 3.0 inches (7.6 cm), and a thickness T of about 0.75 inches (19 mm). With the spacers 60 mounted between adjacent billets 46, a plurality of elongated slots 62 are defined between the adjacent billets 46 and between the spacers 60.

[0052] Referring again to FIGS. 1 and 7, the decking 42 includes a central portion 64 and two leading/trailing end portions 66. It will be understood however, that only a portion of the modular engineered wood composite road 40 is shown and therefore only one of the two leading/trailing end portions 66 is shown in FIGS. 1 and 7. Like the runners 44, the central portion 64 of the decking 42 includes a plurality of the billets 46 arranged side by side such that wide faces 50a of the outboard laminations 50 of the adjacent billets 46 face each other.

[0053] Unlike the billets 46 of the runners 44, the billets 46 of the central portion 64 are attached together by lengths of chain 68 that extend through the apertures 54 formed transversely through the billets 46. The lengths of chain 68 nearest distal ends 46a of the billets 46 that comprise the central portion 64 are spaced the distance D1 of about 12 inches (30.5 cm) from the distal ends 46a, and the remaining lengths of chain 68 are spaced about 2 feet (61.0 cm) apart. It will be understood that any number of the lengths of chain 68 may be used to attach the billets 46 of the central portion 64 together, and that the lengths of chain 68 may be spaced any desired distance apart. The spacers 60 are mounted between the adjacent billets 46 of the central portion 64, centered on each of the lengths of chain 68, such that the lengths of chain 68 extend through the aperture 61 formed in each spacer 60.

[0054] It will be further understood that any desired number of billets 46 may comprise the central portion 64. An L-clip 70 may be provided on each length of chain 68 as described below, and/or on each rod 52 in the leading/trailing end portions 66.

[0055] As shown in FIGS. 6A and 6B, each L-clip 70 includes an eyelet 72 having a first leg 74 extending radially therefrom and a second leg 76 extending at about a 90 degree angle from the first leg 74. Alternatively, the second leg 76 may extend from the first leg 74 at any desired angle, such as within the range of about 80 degrees to about 100 degrees. The eyelet 72 is configured such that the distal ends of the lengths of chain 68 may extend therethrough. The illustrated first leg 74 has a length of about 4.81 inches (12.2 cm) and the illustrated second leg 76 has a length of about 4.375 inches (11.1 cm). The illustrated L-clip 70 has diameter of about 0.375 inches (9.5 mm) and is formed from a rigid material, such as steel. Alternatively, the L-clip may be of any size suitable for the size of the billets 46 being used.

[0056] The L-clips 70 may be provided at any desired location on the lengths of chain 68, such as shown within the circles C in FIG. 1. As shown in FIG. 1, the L-clips 70 are positioned on each length of chain between the billets 46 of the leading/trailing end portions 66, and then every seventh billet 46 of the central portion 64, such that the L-clips 70 are about 6.0 feet (1.83 m) apart.

[0057] The illustrated decking 42 includes the two leading/trailing end portions 66, only one of which is shown in FIG. 7. The leading/trailing end portions 66 are mounted to the leading and trailing ends of the central portion 64. Each leading/trailing end portion 66 is formed in a manner similar to each runner 44. Each leading/trailing end portion 66 is formed by attaching together two of the billets 46 with rigid rods 53 having the nuts 56 and the washers 58 threaded onto the distal ends thereof. The rods 53 have a length longer than an assembled width of the leading/trailing end portion 66, such as about 10 inches (25.4 cm) longer, extend through apertures 54, and are spaced apart as described above. The illustrated rods 53 include a hook 53a at an inboard end thereof (see FIGS. 7 and 9). The purpose for the hook 53a will be described below.

[0058] Elongated protective edge members 78 may be attached to the outboard laminations 50 of the outboard billets 46 of the leading/trailing end portions 66 as shown in FIG. 1. The protective edge members 78 include first or rod apertures 78a and second or tool apertures 78b configured such that a tool, such as wrench, may be inserted therethrough. As best shown in FIGS. 7 through 9, the rigid rods 53 extend through the rod apertures 78a in the protective edge members 78 and are attached to the leading/trailing end portions 66 by one or more nut 56.

[0059] The illustrated protective edge member 78 is formed from steel and has a substantially rectangular cross section. Alternatively, the protective edge member 78 may have other shapes, such as a substantially M-shaped cross section as shown at 79 in FIG. 10, and any of the shapes described in U.S. Pat. No. 8,906,480. In the illustrated embodiments, the protective edge members 78 have a length of about 4.0 feet (1.22 m). Alternatively, the protective edge members 78 may have lengths of less than about 4.0 feet (1.22 m) and greater than about 4.0 feet (1.22 m).

[0060] To assemble the leading/trailing end portions 66, the hooks 53a of the rods 53 are extended into the apertures 54 of the billets 46 of the central portion 64, and connected to a leading link in the length of chain 68. The leading/trailing end portions 66 are then assembled onto the rods 53. For example, one or more of the nuts 56, a first one of the protective edge members 78, a first billet 46, the spacers 60, a second billet 46, a second one of the protective edge members 78, and a nut 56 are then sequentially assembled together to define the leading/trailing end portion 66. The nuts 56 may be tightened to urge the rods 53 away (to the left when viewing FIG. 7) from the lengths of chain 68, thus tightening the lengths of chain 68. The nuts 56 may be further tightened to urge the billets 46 of the leading/trailing end portion 66 together and to urge the leading/trailing end portion 66 toward the central portion 64.

[0061] When the decking 42 is assembled on top of the runners 44, the second leg 76 of the L-clips 70 are rotated about 90 degrees such that the second leg 76 is substantially parallel with a longitudinal axis of the runners 44. The second leg 76 is inserted into one of the slots 62 until the second leg 76 extends below the runner 44. The second leg 76 is again rotated about 90 degrees such that the second leg 76 is returned to its original position; i.e., substantially perpendicular to an axis of the runners 44. The L-clips 70 thus hold the decking 42 against the runners 44.

[0062] Referring to FIGS. 1 and 7, substantially U-shaped bolts 80 may be provided to attach the decking 42 to the runners 44 and to mitigate vibration that may occur when vehicles travel on the modular engineered wood composite road 40, especially when the modular engineered wood composite road 40, or a portion thereof, is deployed on surfaces having a grade above about 4%.

[0063] The U-shaped bolts 80 include a body 82 and two substantially parallel legs 84. The illustrated U-shaped bolts 80 are formed from inch (1.6 cm) diameter rods. Alternatively, the U-shaped bolts 80 may be formed from rods having a diameter of less than about inch (1.6 cm) and greater than about inch (1.6 cm). The body 82 may have a length slightly larger than a width of the billets 46. The legs 84 of the U-shaped bolts 80 may be extended through the slots 62 between adjacent billets 46 and through holes 86 drilled or otherwise formed through the runners 44. The U-shaped bolts 80 may be secured to bottom surface of the runners 44 (i.e., the ground facing surface of the runners 44) with washers 88 and nuts 90.

[0064] Any number of U-shaped bolts 80 may be attached to the modular engineered wood composite road 40 and may be positioned as needed to mitigate vibration.

[0065] A plurality of straps 92 may be attached around the decking 42 and/or the runners 44 at the location of each rod 52. As shown in FIG. 4, the straps 92 include a body 94 and two substantially parallel legs 96. The legs 96 have rod apertures 98 formed therein. The straps 92 may be formed from flat steel or from other suitable metals and non-metals. In the illustrated embodiment, the straps 92 have a width of about 3.0 inches (7.62 cm), and a thickness of about 0.125 inches (3.18 mm). Alternatively, the straps 92 may have a width less than or greater than about 3.0 inches (7.62 cm), and a thickness less than or greater than about 0.125 inches (3.18 mm). The body 94 and the legs 96 of the illustrated straps 92 have lengths of about 24 inches (61.0 cm) and 3 inches (7.62 cm) respectively. It will be understood that the body 94 and the legs 96 may have any desired lengths determined by the size of the decking 42 and/or the runners 44 to which the straps 92 will be attached. As shown in FIG. 4, the ends of the rod 52 may be inserted through the apertures 98 prior to the washers 58 and the nuts 56 being installed and tightened.

[0066] The wood laminations 48 and the engineered wood composite billets 46 made from the wood laminations 48 are unique in that both the wood laminations 48 and the engineered wood composite billets 46 may be designed to achieve a desired flexural strength and stiffness. Further, the bearing strength of the soil at a location where the improved Type II modular engineered wood composite road 40 will be installed may be measured or estimated. Thus, the improved Type II modular engineered wood composite road 40 may be designed, manufactured, and/or its components selected to have a specific flexural strength and stiffness required for the bearing strength of the soil upon which the modular engineered wood composite road 40 will be installed, and required for the load that will be supported by the improved Type II modular engineered wood composite road 40. For example, the improved Type II modular engineered wood composite road 40 may be manufactured to have a known axle load strength rating of at least about 8 tons (7258 kg). Alternatively, and depending on the bearing strength of the soil upon which the modular engineered wood composite road 40 will be installed, and on the load that will be supported thereon, the improved Type II modular engineered wood composite road 40 may also be manufactured to have a known axle load strength rating of less than about 8 tons (7258 kg) and greater than about 8 tons (7258 kg).

[0067] Advantageously, the improved Type II modular engineered wood composite road 40 may be manufactured anywhere in the world, packaged as disassembled billets 46 with the required associated hardware, such as the lengths of chain 68, the rods 52 and 53, the L-clips 70, the washers 58, and the nuts 56, and shipped to a remote or rural site at which the improved Type II modular engineered wood composite road 40 is required. At such a remote or rural job site, a team of minimally trained individuals may easily unpack the engineered wood composite billets 46 and the associated hardware, and assemble a desired length of the modular engineered wood composite road 40.

[0068] An apron (not shown) may be formed from stone or gravel and may be formed or installed along the longitudinally extending side edges of the modular engineered wood composite road 40. An underlayment (not shown) may also be disposed under the runners 44 and/or the apron, and may comprise overlapping sheets of material (not shown), such as 8 oz. non-woven geotextile material. Alternatively, other suitable non-woven and woven material may be used. The sheets of the underlayment may be overlapped as necessary to prevent or reduce soil migration. Additionally, the sheets of the underlayment may be placed loosely on the ground to allow the modular engineered wood composite road 40 to flex during use without tearing the sheets of the underlayment.

[0069] Referring now to FIGS. 14 through 18, a section of an improved Type III modular engineered wood composite road according to the invention is shown generally at 100. The improved modular engineered wood composite road 100 includes a plurality of runners 102 mounted to a plurality of bars 104 in a manner described below in detail. As shown in FIG. 14, the bars 104 are positioned substantially perpendicularly to the direction of traffic flow, as indicated by the arrow A1, and the runners 102 are laid on the bars 104 substantially perpendicularly to the bars 104 and substantially parallel to the direction of traffic flow, and thus parallel to the arrow A1.

[0070] The illustrated bars 104 are formed from solid sawn timbers and have known design values for similar timbers used in vehicle platform or road applications. The bars 104 may be about 4 inches (10.2 cm)about 12 inches (30.5 cm)about 18.0 feet- inch (5.5 m), and may be spaced about 2.0 feet (60.1 cm) apart on-center. Alternatively, the bars 104 may be formed from the engineered wood composite product that comprise the billets 46, described above, and formed having any desired dimensions and known design values for such engineered wood composite billets 46.

[0071] As shown in FIG. 14, the runners 102 are formed from a plurality of the billets 46. The billets 46 configured to form the runners 102 may have a length of about 28 feet (8.5 m). Alternatively, the billets 102 may have any desired length determined by the needs of a road project. As shown in FIG. 16 each runner 102 may be formed by attaching together three of the billets 46. The billets 46 may be arranged side by side such that wide faces 50a of the outboard laminations 50 of the adjacent billets 46 face each other.

[0072] The elongated protective edge members 78 may be attached to the outboard laminations 50 of the outboard billets 46 of the runner 102 as shown in FIG. 16. The billets 46 of the runners 102 may then be attached together by rigid rods 106 having the nuts 56 and the washers 58 threaded onto the distal ends thereof. The rods 106 extend through apertures 54 formed transversely through the billets 46. It will be understood that any number of the rods 106 may be used to attach the billets 46 together, and that the rods 106 may be spaced any desired distance apart. As shown in FIG. 16, the rigid rods 106 also extend through the rod apertures 78a in the protective edge members 78 and are attached to the runner 106 by the nuts 56 and the washers 58. The nuts 56 may be tightened to urge the billets 46 together.

[0073] If desired, the spacers 60 (see FIGS. 5A and 5B) may be mounted between the adjacent billets 46, centered on each of the rods 106, such that the rods 106 extend through the aperture 61 formed in each spacer 60.

[0074] Referring to FIGS. 17 and 18, substantially U-shaped bolts 108 may be provided to attach the runners 102 to the bars 104 and to mitigate vibration that may occur when vehicles travel on the modular engineered wood composite road 100, especially when the modular engineered wood composite road 100, or a portion thereof, is deployed on surfaces having a grade above about 4%.

[0075] The U-shaped bolts 108 include a body 110 and two substantially parallel legs 112. The illustrated U-shaped bolts 108 are formed from 0.5 inch (12.7 mm) diameter rods. Alternatively, the U-shaped bolts 108 may be formed from rods having a diameter of less than about 0.5 inch (12.7 mm) and greater than about 0.5 inch (12.7 mm). The body 110 may have a length slightly larger than a width of the billets 46. For example, the body 110 may have a length of about 14 inches (356 mm). The legs 112 of the U-shaped bolts 108 may be extended through U-bolt apertures 114 formed in a surface of the protective edge members 78 (the ground facing or downwardly facing surface when viewing FIGS. 17 and 18). The U-shaped bolts 108 may be secured to protective edge members 78 with nuts 116.

[0076] Any number of the U-shaped bolts 108 may be attached to the modular engineered wood composite road 100 and may be positioned as needed to secure the runners 102 to the bars 104 and to mitigate vibration.

[0077] In a deployed environment, the modular engineered wood composite road 100 is configured such that water, such as from rainfall, may easily flow between the bars 104 and underneath the runners 102. Advantageously, the thickness and width of the bars 104, and the distance between adjacent bars 104 may be varied based on the terrain and environmental factors, such as expected rainfall. Additionally, the modular engineered wood composite road 100 is configured such that its width may be adjusted by varying the number of runners 102 in the modular engineered wood composite road 100. For example, the illustrated modular engineered wood composite road 100 has five runners 102, but may be assembled with one to four runners 102, or with six or more runners 102.

[0078] As described above, an apron (not shown) may be formed from stone or gravel and may be formed or installed along the longitudinally extending side edges of the modular engineered wood composite road 100. An underlayment (not shown) may also be disposed under the runners 44 and/or the apron, and may comprise overlapping sheets of material (not shown), such as 8 oz. non-woven geotextile material. Alternatively, other suitable non-woven and woven material may be used. The sheets of the underlayment may be overlapped as necessary to prevent or reduce soil migration. Additionally, the sheets of the underlayment may be placed loosely on the ground to allow the modular engineered wood composite road 100 to flex during use without tearing the sheets of the underlayment.

[0079] Like the improved Type II modular engineered wood composite road 40, the wood laminations 48 and the engineered wood composite billets 46 in the improved Type III modular engineered wood composite road 100 may be designed to achieve a desired flexural strength and stiffness. Further, the bearing strength of the soil at a location where the improved Type III modular engineered wood composite road 100 will be installed may be measured or estimated. Thus, the improved Type III modular engineered wood composite road 100 may be designed, manufactured, and/or its components selected to have a specific flexural strength and stiffness required for the bearing strength of the soil upon which the modular engineered wood composite road 100 will be installed, and required for the load that will be supported by the improved Type III modular engineered wood composite road 100. For example, the improved Type III modular engineered wood composite road 100 may be manufactured to have a known axle load strength rating of at least about 8 tons (7258 kg). Alternatively, and depending on the bearing strength of the soil upon which the modular engineered wood composite road 100 will be installed, and on the load that will be supported thereon, the improved Type III modular engineered wood composite road 100 may also be manufactured to have a known axle load strength rating of less than about 8 tons (7258 kg) and greater than about 8 tons (7258 kg).

[0080] Advantageously, the modular engineered wood composite roads 40 and 100 may be used together. For example, an improved modular engineered wood composite road may be assembled wherein one or more portions of the modular engineered wood composite road is the modular engineered wood composite road 40 and one or more portions of the modular engineered wood composite road is the modular engineered wood composite road 100.

[0081] FIG. 19 illustrates a known reinforced laminated support mat 120. The illustrated reinforced laminated support mat 120 is comprised of a plurality of laminated beams or billets 122, has a substantially planar wide or load-bearing face 124, and a length L of about 14 ft. It will be understood however, that the reinforced laminated support mat 20 may have any other desired length L, such as for example, about 40 ft.

[0082] Each of the illustrated billets 122 comprises a plurality of wood members or individual wood laminations. Apertures 126 may be formed through the reinforced laminated support mat 120 for receiving fastening means, such as threaded steel rods 128 attached with nuts 130. Alternatively, other substantially rigid fasteners may be used.

[0083] In the illustrated embodiment, a plurality of resilient spacers 132 are shown disposed within the space between adjacent billets 122. It will be understood that any number of resilient spacers 132 may be disposed within the space between adjacent billets 122. The resilient spacers 132 may be formed from any desired material having the properties of good mechanical strength, high ozone and weather resistance, good aging resistance, low flammability, good resistance toward chemicals, moderate oil and fuel resistance, and adhesion to many substrates, such as, for example, rubber and styrene-butadiene rubber (SBR).

[0084] As used in the description of the invention, the term mat includes mats as well as panels. Examples of such a support mat are described in co-assigned U.S. Pat. Nos. 7,137,226 and 7,818,929, herein incorporated by reference in their entirety.

[0085] The reinforced laminated support mat 120 includes a plurality of elongated, protective edge members 134 and 136. Each illustrated protective edge member 134 is formed of steel having a corrugated shape. The corrugated protective edge members 134 include apertures through which the steel rods 128 extend for attachment to the reinforced laminated support mat 120. The corrugated protective edge members 136 are similar to the corrugated protective edge members 134, however distal ends of the corrugated protective edge members 136 positioned at the distal ends of the reinforced laminated support mat 120 include a corrugated section 138 having a width about the width of the other corrugated sections in the corrugated protective edge members 136, and in the corrugated protective edge members 134. The corrugated section 138 includes an attachment flange 140 having an aperture formed therethrough. A lag bolt 142 extends through the aperture in the attachment flange 140 and into the billet 122 of the reinforced laminated support mat 120.

[0086] When two or more of the reinforced laminated support mats 120 are used together in the field, they are typically positioned side by side such that the corrugations of the corrugated protective edge members 134 and 136 are nested.

[0087] Referring now to FIGS. 20A through 22, a first alternate embodiment of an improved Type III modular hybrid engineered wood composite road according to the invention is shown generally at 200. The improved modular hybrid engineered wood composite road 200 includes a plurality of runners 202A and 202B mounted to a plurality of bars 204 in a manner described below in detail. A deck 206 is mounted to the runners 202A and 202B. It will be understood that any of the layers of the bars 204, the runners 202A and 202B, and the deck 206 may be attached to any other of the layers of the bars 204, the runners 202A and 202B, and the deck 206 by any desired means, such as with chain and hooks as shown in U.S. patent application Ser. No. 19/237,565, which is incorporated herein in its entirety.

[0088] The illustrated bars 204 are formed substantially the same as the reinforced laminated support mats 120, but have a width W1 of about 4.0 ft, a thickness T1 of about 7.5 in, and a length L1 of about 40 ft. As shown in FIG. 20B, a plurality of the bars 204 are positioned on the ground, spaced a distance D1 of about 10 ft apart on center, and are positioned substantially perpendicularly to the direction of traffic flow A1. The bars 204 may have other desired lengths L1, such as between about 24 ft to about 60 ft.

[0089] The illustrated runners 202A and 202B are identical and formed from SKS 16 pan pile, or a similar material, having a length L2 of about 24 ft and a height T2 of about 0.54 ft to about 0.56 ft. As shown in FIG. 21 every other one of the runners 202A and 202B is flipped or reversed such that a longitudinally extending side wall of each runner 202A overlaps the longitudinally extending side wall of an adjacent runner 202B to define a first nested configuration. The runners 202A and 202B are laid on the bars 204 substantially perpendicularly to the bars 204 and substantially parallel to the direction of traffic flow A1. Adjacent runners 202A and 202B are spaced a distance D2 about 1 ft-5.5 inches apart on center. The runners 202A and 202B may have other desired lengths L2, such as between about 24 ft to about 60 ft. Additionally, the distal ends of the runners 202A are staggered the distance D1 of about 10 ft from the distal ends of the runners 202B.

[0090] The illustrated deck 206 is formed from a plurality of deck sections 208. The deck sections 208 are also formed substantially the same as the reinforced laminated support mats 120, but have a width W2 of about 4.0 ft, a thickness T3 of about 4.5 in, and a length L3 of about 12 ft. As shown in FIG. 20B, a plurality of the deck sections 208 are positioned on the runners 202A and 202B adjacent one another such that the corrugations of the corrugated protective edge members 134 and 136 are nested, and such that the deck sections 208 are positioned substantially perpendicularly to the direction of traffic flow A1. As shown, the modular hybrid engineered wood composite road 200 has an overall thickness T4 of about 1.6 ft.

[0091] Advantageously, the illustrated SKS 16 steel pan piles, or similar material, used in the illustrated improved Type III modular hybrid engineered wood composite road 200 have section properties with known material values. This allows loads on the road 200 to be distributed and transferred from the deck 206, along multiple runners 202A and 202B, to multiple bars 204. Because the runners 202A and 202B may be formed in relatively long lengths L2, such as between about 24 ft to about 60 ft, the number of bars 204 engaged by each runner 202A and 202B is increased.

[0092] Referring now to FIGS. 23A through 25, a second alternate embodiment of the improved Type III modular hybrid engineered wood composite road is shown generally at 220. The road 220 is substantially similar to the road 200 and includes runners 222A and 222B, the bars 204, and the deck 206.

[0093] As shown in FIG. 23B, a plurality of the bars 204 are positioned on the ground, spaced a distance D3 of about 8 ft apart on center, and are positioned substantially perpendicularly to the direction of traffic flow A1.

[0094] In the illustrated road 220, the runners 222A and 222B are identical and formed from MKL 3-7 sheet pile, or similar material, having the length L2 and the height T2. The runners 222A and 222B have a cross-sectional shape similar to the runners 202A and 202B. As shown, in the illustrated road 220, the runners 222A and 222B are arranged such that every other one of the runners 222A and 222B is flipped or reversed such that a longitudinally extending side wall of each runner 222B is positioned adjacent the longitudinally extending side wall of an adjacent runner 222A to define a second nested configuration, as best shown in FIG. 24.

[0095] The runners 222A and 222B are laid on the bars 204 substantially perpendicularly to the bars 204 and substantially parallel to the direction of traffic flow A1. Adjacent runners 222A and 222B are spaced a distance D4 of about 1 ft 6 inches apart on center. The runners 222A and 222B may have other desired lengths L2, such as between about 24 ft to about 60 ft. Additionally, the distal ends of the runners 222A are staggered the distance D3 of about 8 ft from the distal ends of the runners 222B.

[0096] As shown in FIG. 23B, a plurality of the deck sections 208 are positioned on the runners 222A and 222B adjacent one another such that the corrugations of the corrugated protective edge members 134 and 136 are nested, and such that the deck sections 208 are positioned substantially perpendicularly to the direction of traffic flow A1. As shown, the modular hybrid engineered wood composite road 220 has an overall thickness T5 of about 1.5 ft.

[0097] Referring now to FIGS. 26A through 28, a third alternate embodiment of the improved Type III modular hybrid engineered wood composite road is shown generally at 230. The road 230 is substantially similar to the road 220 and includes the bars 204, the deck 206, and the runners 222A and 222B therebetween. However, in the illustrated embodiment of the road 230, the runners 222A and 222B are not flipped or reversed, but arranged such that longitudinally extending edges of adjacent runners 222A and 222B overlap to define a lapped configuration, as best shown in FIG. 27.

[0098] Additionally, as shown in FIG. 26B, a plurality of the bars 204 are positioned on the ground, spaced a distance D5 of about 7 ft apart on center, and are positioned substantially perpendicularly to the direction of traffic flow A1.

[0099] In the illustrated road 230, the runners 222A and 222B are identical and formed from MKL 3-7 sheet pile, or similar material, having the length L2. However, in the illustrated embodiment of the road 230, the runners 222A and 222B are not flipped or reversed, but arranged such that longitudinally extending edges of adjacent runners 222A and 222B overlap to define a lapped configuration, as best shown in FIG. 27.

[0100] The runners 222A and 222B are laid on the bars 204 substantially perpendicularly to the bars 204 and substantially parallel to the direction of traffic flow A1. Adjacent runners 222A and 222B are spaced a distance D6 of about 1 ft-11.75 inches apart on center. The runners 222A and 222B may have other desired lengths L2, such as between about 24 ft to about 60 ft. Additionally, the distal ends of the runners 222A are staggered the distance D5 of about 7 ft from the distal ends of the runners 222B.

[0101] As shown in FIG. 26B, a plurality of the deck sections 208 are positioned on the runners 222A and 222B adjacent one another such that the corrugations of the corrugated protective edge members 134 and 136 are nested, and such that the deck sections 208 are positioned substantially perpendicularly to the direction of traffic flow A1. As shown, the modular hybrid engineered wood composite road 230 has the overall thickness T5 of about 1.5 ft.

[0102] Referring now to FIGS. 29A through 31, a fourth alternate embodiment of the improved Type III modular hybrid engineered wood composite road is shown generally at 240. The road 240 is substantially similar to the road 230 and includes the bars 204, the deck 206, and the runners 222A and 222B therebetween. However, in the illustrated embodiment of the road 240, the runners 222A and 222B are arranged such that longitudinally extending edges of adjacent runners 222A and 222B abut one another to define an adjacent configuration, as best shown in FIG. 30.

[0103] Additionally, as shown in FIG. 29B, a plurality of the bars 204 are positioned on the ground, spaced a distance D7 of about 6 ft apart on center, and are positioned substantially perpendicularly to the direction of traffic flow A1.

[0104] The runners 222A and 222B are laid on the bars 204 substantially perpendicularly to the bars 204 and substantially parallel to the direction of traffic flow A1. Adjacent runners 222A and 222B are spaced a distance D8 of about 2 ft-3.562 inches apart on center. The runners 222A and 222B may have other desired lengths L2, such as between about 24 ft to about 60 ft. Additionally, the distal ends of the runners 222A are staggered the distance D7 of about 6 ft from the distal ends of the runners 222B. As shown, the modular hybrid engineered wood composite road 240 has the overall thickness T5 of about 1.5 ft. The modular hybrid engineered wood composite road 240 is otherwise the same as the modular hybrid engineered wood composite road 230.

[0105] It will be understood that while the runners 202A, 202B, 222A and 222B have substantially the same strength and performance properties, the runner configurations illustrated herein, i.e., being adjacent, nested, or lapped together have varied strength and performance properties based on the number of runners 202A, 202B, 222A and 222B used in the road. It will be further understood that any of the modular hybrid engineered wood composite roads 200, 220, 230, and 240 described herein may be assembled using runners formed from SKS 16 pan pile and/or MKL 3-7 sheet pile.

[0106] The principle and mode of operation of this invention have been explained and illustrated in its preferred embodiment. However, it must be understood that this invention may be practiced otherwise than as specifically explained and illustrated without departing from its spirit or scope.