The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
Apr. 07, 2020

Filed:

Sep. 18, 2017
Applicant:

Board of Regents, the University of Texas System, Austin, TX (US);

Inventors:

Jorge Prozzi, Austin, TX (US);

Christian Claudel, Austin, TX (US);

Praveenkumar Pasupathy, Austin, TX (US);

Attorneys:
Primary Examiner:
Int. Cl.
CPC ...
G01M 5/00 (2006.01); G01C 7/04 (2006.01); G01H 11/06 (2006.01); G08G 1/015 (2006.01); G01B 21/08 (2006.01); G01B 11/30 (2006.01); E01C 23/01 (2006.01); G01B 21/20 (2006.01); G01B 21/32 (2006.01);
U.S. Cl.
CPC ...
G01M 5/0058 (2013.01); E01C 23/01 (2013.01); G01B 11/306 (2013.01); G01B 21/08 (2013.01); G01C 7/04 (2013.01); G01H 11/06 (2013.01); G08G 1/015 (2013.01); G01B 21/20 (2013.01); G01B 21/32 (2013.01); G01M 5/0041 (2013.01);
Abstract

A method, system and computer program product for calculating highway and airport pavement deflections. A pavement monitoring system includes a tractor and a semi-trailer, where a rigid horizontal beam is suspended under the semi-trailer. Various sensing elements are attached to the rigid beam, such as laser scanning sensors configured to measure a distance from the laser scanning sensors to the same point on the pavement at two different times, a gyrometer configured to estimate a raw pitch rate, an inertial measurement unit configured to estimate an orientation of the beam and accelerometers configured to measure an acceleration at a same level as corresponding laser scanning sensors. By utilizing these sensing elements, a more accurate pavement deflection is estimated by not relying on indirect measurements. Furthermore, the tractor and semi-trailer of the pavement monitoring system may travel at the velocity of traffic.


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