Movable seismic pavement analyzer

• US 5,614,670 A
• Filed: 07/02/1996
• Issued: 03/25/1997
• Est. Priority Date: 10/29/1993
• Status: Expired due to Term

• Current Assignee: Board of Regents of the University of Texas System (University of Texas System)
• Original Assignee: Board of Regents of the University of Texas System (University of Texas System)
• Inventors: Baker, Mark R., Crain, Kevin, Nazarian, Soheil
• Primary Examiner(s): Williams, Hezron E.
• Assistant Examiner(s): FELBER, JOSEPH LEON
• Application Number:
  US08/674,460
• Time in Patent Office: 266 Days
• Field of Search: 73/146, 73/8
• US Class Current: 73/146
• CPC Class Codes: E01C 23/00 Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces apparatus for reconditioning of salvaged non-hydraulic compositions for- in plant recycling of salvaged bituminous mixtures E01C19/10
• CPC Class Codes: G01M 7/08 Shock-testing
• CPC Class Codes: G01N 2291/0258 Structural degradation, e.g. fatigue of composites, ageing of oils
• CPC Class Codes: G01N 2291/0422 Shear waves, transverse waves, horizontally polarised waves
• CPC Class Codes: G01N 29/045 by imparting shocks to the workpiece and detecting the vibrations or the acoustic waves caused by the shocks measuring resonant frequency G01H13/00; measuring strength properties by application of mechanical stress G01N3/00
• CPC Class Codes: G01N 33/42 Road-making materials G01N33/38 takes precedence
• CPC Class Codes: G01V 1/09 Transporting arrangements, e.g. on vehicles G01V1/38 takes precedence

Abstract

A device and method for monitoring conditions associated with pavement deterioration are disclosed. Conditions such as voids or loss of support under a rigid pavement, moisture infiltration in asphalt concrete pavement, fine cracking in pavements, delamination of overlays, and aging of asphalt may be measured according to the present invention. These pavement conditions are detected by estimating Young'"'"'s and shear moduli in the pavement, base, and subgrade from the following wave propagation measurements: Impact Echo; Impulse Response; Spectral Analysis of Surface Waves; Ultrasonic Surface Wave; and Ultrasonic Body Wave Velocity. The pavement response produced by high- and low-frequency pneumatic hammers on five accelerometers and three geophones is recorded. A computer controls data acquisition, instrument control, and interpretation; measurements and interpretations are reported in both screen and database formats.

Claims

1. A device for seismically testing a multi-layer roadway surfacing, said surfacing comprising a paving layer, the device comprising:

a mobile support adapted to be moved across the surface of the paving layer;

a high-frequency seismic source mounted on said mobile support and adapted to be impacted on the paving layer so as to transmit a high-frequency seismic wave into said roadway surfacing;

a low-frequency seismic source mounted on said mobile support and adapted to be impacted on the paving layer so as to transmit a low-frequency seismic wave into said roadway surfacing;

a plurality of seismic transducers mounted on said mobile support and adapted to be coupled to the paving layer so as to detect said seismic waves following transmission through said roadway surfacing, wherein each said transducer is coupled to said mobile support through a separate pneumatic cylinder; and

a computer electrically coupled to said transducers and seismic sources, said computer comprising;

means for initializing acquisition options to define measurement values for N seismic measurements to be made on said roadway surfacing to obtain selected surfacing parameters;

means for defining a bank of seismic transducers for each of N seismic measurements;

means for selecting a transducer bank based on said acquisition options;

means for receiving seismic data from said bank of seismic transducers;

means for processing said seismic data to obtain processed seismic data;

means for computing said selected surfacing parameters based on said processed seismic data;

means for evaluating said selected surfacing parameters to detect defects in said roadway surfacing; and

means for diagnosing paving-layer-specific pavement distress precursors based on evaluated surfacing parameters.

2. The device of claim 1, wherein at least one of said transducers has an output responsive to frequency and at least one transducer has an output responsive to velocity.

3. The device of claim 2, wherein said transducers comprise:

at least one geophone; and

at least one accelerometer.

4. The device of claim 1, wherein said high-frequency and low-frequency seismic sources each comprise a load cell for measuring the force of an impact of each said source.

5. The device of claim 1, further comprising temperature sensors coupled to said mobile support for detecting air temperature and paving layer temperature.

6. The apparatus of claim 1, wherein said diagnosing means comprises:

means for normalizing evaluated surfacing parameters based on design parameters for said roadway surfacing;

means for comparing said normalized surfacing parameters to a set of surfacing parameters having extreme values;

means for qualitatively evaluating said normalized surfacing parameters relative to said extreme values;

means for assigning a relative value to said normalized surfacing parameter based on said qualitative evaluation; and

means for generating a message indicating said assigned relative value.

7. A seismic pavement analyzer, comprising:

a mobile support adapted to be moved across the surface of a pavement;

a high-frequency seismic source mounted on said support and adapted to repeatedly impact said pavement to generate a high-frequency seismic wave in said pavement, said high-frequency source comprising a load cell for measuring an impact force of said source;

a low-frequency seismic source mounted on said support and adapted to repeatedly impact said pavement to generate a low-frequency seismic wave in said pavement, said low-frequency source comprising a load cell for measuring an impact force of said source;

an actuator coupled to each of said seismic sources;

a plurality of transducers for receiving said seismic waves through said pavement, wherein each said transducer is coupled to said mobile support through a separate pneumatic cylinder, each of said cylinders being configured to actuate its corresponding transducer upon said pavement; and

a computer electrically coupled to said transducers and seismic sources, comprising;

means for selecting a surfacing parameter to be measured;

means, responsive to said selection of a surfacing parameter, for selectively activating at least one of said actuators coupled to a seismic source associated with said selected surfacing parameter;

means for receiving seismic data from said transducers based on detected seismic waves;

means for processing said seismic data to obtain processed seismic data;

means for computing said selected surfacing parameter based on said processed seismic data;

means for evaluating said selected surfacing parameter to detect defects in said pavement; and

means for diagnosing paving-layer-specific pavement distress precursors based on evaluated surfacing parameters.

8. The pavement analyzer of claim 7, wherein said transducers comprise:

at least one geophone for measuring particle velocity through said pavement in response to an impact by one of said seismic sources; and

at least one accelerometer for measuring particle acceleration through said pavement in response to an impact by one of said seismic sources.

9. The pavement analyzer of claim 7, further comprising a pressurized air supply coupled to said pneumatic air cylinders.

10. The pavement analyzer of claim 9, said cylinders comprising:

an air chamber coupled to said air supply;

a spring for counterbalancing the weight of the transducer to which said cylinder is attached so that active pressure is required to actuate said accelerometer or geophone; and

an electrically-controlled solenoid valve coupled to said computer and responsive to control signals from said computer.

11. The pavement analyzer of claim 9, said source actuators comprising:

an accumulator chamber coupled to said air supply;

an electrically-controlled solenoid valve coupled to said accumulator chamber and responsive to control signals from said computer, wherein said solenoid valve remains in a closed state to block air flow out of said accumulator chamber until a control signal is received from said computer;

a hammer cylinder coupled to said solenoid valve; and

a spring disposed within said hammer cylinder.

12. The apparatus of claim 7, wherein said diagnosing means comprises:

means for normalizing evaluated surfacing parameters based on design parameters for said pavement;

means for comparing said normalized surfacing parameters to a set of surfacing parameters having extreme values;

means for qualitatively evaluating said normalized surfacing parameters relative to said extreme values;

means for assigning a relative value to said normalized surfacing parameter based on said qualitative evaluation; and

means for generating a message indicating said assigned relative value.

13. A device for seismically testing a multi-layer roadway surfacing, said surfacing comprising a paving layer, the device comprising:

a mobile support adapted to be moved across the surface of the paving layer;

movable frame means mounted to the mobile support by an air cylinder;

a high-frequency seismic source mounted on said movable frame and adapted to be impacted on the paving layer so as to transmit a high-frequency seismic wave into said roadway surfacing;

a low-frequency seismic source mounted on said mobile support and adapted to be impacted on the paving layer so as to transmit a low-frequency seismic wave into said roadway surfacing;

a plurality of seismic transducers mounted on said mobile support and adapted to be coupled to the paving layer so as to detect said seismic waves following transmission through said roadway surfacing; and

a computer electrically coupled to said transducers and seismic sources and operable to initiate said seismic waves and to receive and process the detected seismic signals to generate a shear modulus profile and dispersion curves for the layers of said roadway surfacing.