Road repair tractor and method of using the same

• US 7,824,127 B1
• Filed: 06/27/2007
• Issued: 11/02/2010
• Est. Priority Date: 06/27/2007
• Status: Expired due to Fees

• Current Assignee: Micron Technology, Inc., S-2 Contractors, Inc.
• Original Assignee: S-2 Contractors, Inc.
• Inventors: Shunn, Richard Lee, Shunn, Jeffrey Lee, Shunn, Gell Wesley
• Primary Examiner(s): Hartmann; Gary S
• Application Number:
  US11/823,626
• Time in Patent Office: 1,224 Days
• Field of Search: 404/75, 404/96, 404/101, 373/81, 374/07
• US Class Current: 404/75
• CPC Class Codes: E01C 19/187 solely for spreading-out or striking-off deposited mixtures, e.g. spread-out screws, strike-off boards

Abstract

A road repair tractor adapted for smoothing asphalt that has been laid into a work-trench, dug in a roadway. The tractor includes a body supporting an engine and defining a cockpit. Also, laterally spaced first and second support and motive force assemblies are operatively driven by the engine and support the body. A smoothing device is supported by the body and has a width that is adjustable from a most narrow width of between 10 cm and 30 cm to a widest width of between 1 meter and 2.5 meters. The smoothing device also includes a smoothing blade assembly, having a bottom edge, deployed between a pair of asphalt side-spill guards. Finally, a power actuating system includes controls located in the cockpit that permit a user seated in the cockpit to change the adjustable width of the smoothing device and to raise and lower the smoothing device relative to the body.

Claims

1. A method of smoothing asphalt that has been laid into a trench, to a desired level, said method comprising:

(a) providing a tractor having laterally spaced first and second support and motive force assemblies defining a direction of forward movement and having a smoothing device having a hydraulically adjustable width and including a smoothing blade assembly, having a bottom edge, deployed between a pair of asphalt side-spill guards, aligned to each other and to said direction of forward movement, said smoothing device being hydraulically vertically moveable relative to said motive force assemblies; and

(b) using said support and motive force assemblies to move said tractor so that it bridges said trench, and is supported by said first support and motive force assembly on a first side of said trench and said second support and motive force assembly on a second side of said trench;

(c) hydraulically vertically moving said smoothing device so that said bottom edge of said smoothing blade assembly is at said desired level;

(d) hydraulically adjusting said width of said smoothing device to approximately match said width of said trench; and

(e) using said support and motive force assemblies to push said tractor forward, thereby causing said smoothing device to push any asphalt above said desired level forward, thereby leaving only asphalt at or below said desired level.

2. The method of claim 1, wherein said support and motive force assemblies are tread assemblies comprising a tread belt driven by drive-wheels.

3. The method claim 1, wherein said support and motive force assemblies are wheels adapted to contact ground.

4. The method of claim 1, wherein said tractor defines a cockpit adapted to accommodate a person and further includes a control assembly adapted to permit said person to adjust said width of said smoothing device while seated in said cockpit.

5. The method of claim 1, wherein said tractor defines a cockpit adapted to accommodate a person and wherein further includes a control assembly adapted to permit a said person to vertically adjust said smoothing device, relative to said support and motive force assemblies.

6. A method of smoothing asphalt that has been laid into a trench having a length and having a first width over a first portion of its length and a second width over a second portion of its length, to a desired level, said method comprising:

(a) providing a tractor having a cockpit and a set of cockpit controls and laterally spaced first and second support and motive force assemblies and having a smoothing device having a cockpit-controlled hydraulically adjustable width and including a smoothing blade assembly, having a bottom edge, deployed between a pair of asphalt side-spill guards, said smoothing device being vertically moveable, by a cockpit control, relative to said motive force assemblies; and

(b) using said support and motive force assemblies to move said tractor so that it bridges said trench, and is supported by said first support and motive force assembly on a first side of said trench and said second support and motive force assembly on a second side of said trench;

(c) vertically moving said smoothing device so that said bottom edge of said smoothing blade assembly is at said desired level below said roadway surface;

(d) using said cockpit controls to adjust said width of said smoothing device to approximately match said first width; and

(e) using said support and motive force assemblies to push said tractor forward, thereby causing said smoothing device to push any asphalt above said desired level forward, thereby leaving only asphalt at or below said desired level, until said second portion is reached;

(f) using said cockpit controls to adjust said width of said smoothing device to approximately match said second width

(g) using said support and motive force assemblies to push said tractor forward, thereby causing said smoothing device to push any asphalt above said desired level forward, thereby leaving only asphalt at or below said desired level, until the end of said second portion is reached.

7. The method of claim 6, wherein all steps in which said width of said smoothing device is adjusted include the action of visually assessing the width of said trench portion.

8. A method of smoothing asphalt that has been laid into a trench defined in a roadway, to a desired level, which is lower than said roadway surface, said method comprising:

(a) providing a tractor having laterally spaced first and second support and motive force assemblies defining a direction of forward movement and having a smoothing device having a hydraulically adjustable width and including a smoothing blade assembly, having a bottom edge, deployed between a pair of asphalt side-spill guards, aligned to each other and to said direction of forward movement, said smoothing device being hydraulically vertically moveable relative to said motive force assemblies; and

(b) using said support and motive force assemblies to move said tractor so that it bridges said trench, and is supported by said first support and motive force assembly on a first side of said trench and said second support and motive force assembly on a second side of said trench;

(c) vertically moving said smoothing device so that said bottom edge of said smoothing blade assembly as well as the bottom of the asphalt side-spill guards is at said desired level below said roadway surface;

(d) adjusting said width of said smoothing device to approximately match said width of said trench; and

(e) using said support and motive force assemblies to push said tractor forward, thereby causing said smoothing device to push any asphalt above said desired level forward, thereby leaving only asphalt at or below said desired level.

9. The method of claim 8, wherein said tractor defines a cockpit adapted to accommodate a person and further includes a control assembly adapted to permit said person to adjust said width of said smoothing device while seated in said cockpit.

10. The method of claim 9, wherein said step of adjusting said width of said moving device, includes the action of visually assessing the width of the trench and using the control assembly to adjust said width of said smoothing device.

11. The method of claim 8, wherein said tractor defines a cockpit adapted to accommodate a person and further includes a control assembly adapted to permit a said person to vertically adjust said smoothing device, relative to said support and motive force assemblies.

12. The method of claim 8, wherein at the end of step (c) said asphalt side spill guards have an upward tilt from back to front.