Steel yielding guardrail support post

6902150
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Inventors

Alberson, Dean C.
Bullard, Jr., D. Lance
Buth, C. Eugene
Bligh, Roger P.

Application #

308296

Filed

Dec-2-2002

Published

Jun-7-2005

Current US Class

256/13.1
404/10
404/6
404/9

International Classes

E01F 015//00

Field of Search

256/1 256/131 404/6 404/9 404/10

Assignee

The Texas A&M University System (College Station, TX)

Examiners

Stodola; Daniel P.

Attorney, Agent or Firm

Baker Botts L.L.P.

US Patent References

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Referenced by:

View Backward References

Other References

Notification of International PCT Search Report for International Patent Application No. PCT/US03/02998 filed Jan. 30, 2003 (7 pages), May 28, 2003. U.S. Appl. No. 09/679,902, filed Oct. 5, 2000, Ross et al., entitled: Improved Guardrail Terminals, status is pending. "INFORMATION: Report 350 Acceptance of New York 3-Strand Cable Terminal", Memorandum No. HMHS-CC63 from Dwight A. Horne, Director, Office Highway Safety Infrastructure, U.S. Department of Transportation, Federal Highway Administration, to Resource Center Directors, Division Administrators and Federal Lands Highway Division Engineers, 2 pages Memorandum and 3 pages of Attachments (Feb. 14, 2000). PCT Written Opinion for International Application No. PCT/US03/15002, filed May 13, 2003, Apr. 28, 2004. "Road Restraint Systems— Part 4: Barrier Systems . . . ", European Standard, Draft, PrEN 1317-4, Jun. 17-18th, 1999, European Committee for Standardisation, Doc No: 226/WG1/TG1/041, Contral Secretariat: rue de Stassart 36, B 6 1050 Brussels. "Road Restraint Systems— Part 4: Performance Classes . . . ", British Standard, Oct. 18, 2002, © BSI, ENV 1317-4:2001 (E). "Recommended Procedures for the Safety Performance Evaluation of Highway Features", NCHRP Report 350, National Cooperative Highway Research Program, Transportation Research Board. International Preliminary Examination Report for PCT/US99/30463, Apr. 24, 2001. International Preliminary Examination Report for PCT/US98/09029, Jul. 12, 2000. International Search Report for PCT/US99/30463, Apr. 28, 2000. International Search Report for PCT/US98/09029, Sep. 1, 1998. Written Opinion for PCT/US99/30463, Nov. 22, 2000. Written Opinion for PCT/US98/09029, Mar. 29, 2000. ET-2000 The Future of Highway Safety— SYRO (Printed in Dec. 1990; revised Oct. 1992). Bronstad, et al., Modified Breakaway Cable Terminals for Guardrails and Median Barriers, Research Results Digest, NCHRP, Transportation Research Board, Digest 12, May 1978. Breakaway Metal Post for Highway Guardrail End Treatments U.S. Appl. No. 09/074,496, filed May 7, 1998, James R. Albritton. Breakaway Support Post for Highway Guardrail End Treatments U.S. Appl. No. 09/358,017, filed Jul. 19, 1999, James R. Albritton. U.S. Appl. No. 09/943,727, filed Aug. 31, 2001, by Bligh et al., and entitled ET-PLUS: Head Assembly for Guardrail Extruder Terminal. PCT International Search Report in International Application No. PCT/US 02/38385, dated Mar. 20, 2003, 6 pages. Notification of Transmittal of The International Search Report, PCT application No. PCT/US03/15002, date of mailing Aug. 14, 2003 referencing the above cited art. "BEAT Box Beam Bursting Energy Absorbing Terminal", RSI Road Systems, Inc., http://www.roadsystems.com/beat.htm.

Citation

Cite This Patent

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Abstract
A guardrail support post includes a continuous structural member having a top edge, a bottom edge, and a generally uniform cross section from the top edge to the bottom edge. The structural member includes first and second generally parallel flanges, and a web forming a coupling between, and extending generally perpendicular to the first and second flanges. The structural member includes a lower portion for installing below grade adjacent a roadway, and an upper portion configured to be coupled with a guardrail beam. A mid portion of the structural member is disposed between the upper portion and the lower portion. In accordance with a particular embodiment of the present invention, the first and second flanges include first and second cutouts, respectively, that occur within the mid portion. The cutouts are operable to weaken the structural member about an axis generally perpendicular to the flanges without substantially weakening the structural member about an axis generally parallel to the flanges.
 
Claims
1. A guardrail support post, comprising:

a continuous structural member having a top edge, a bottom edge, and a generally uniform continuous cross section extending from the top edge to the bottom edge, the structural member including first and second generally parallel flanges, and a web forming a coupling between, and extending generally perpendicular to the first and second flanges;

the structural member having a lower portion installed below grade adjacent a roadway, an upper portion directly coupled with a guardrail beam, and a mid portion between the upper portion and the lower portion;

wherein the first and second flanges include first and second cutouts, respectively, that occur within the mid portion; wherein each of the cutouts are spaced from respective outer edges of the first and second flanges approximately at grade; and