Real time asphalt pavement quality sensor using a differential approach

• US 5,952,561 A
• Filed: 11/14/1997
• Issued: 09/14/1999
• Est. Priority Date: 03/19/1997
• Status: Expired due to Fees

• Current Assignee: Iowa State University Research Foundation Incorporated (Iowa State University)
• Original Assignee: Iowa State University Research Foundation Incorporated (Iowa State University)
• Inventors: Grigas, Jonas, Han, Hsiu, Jaselskis, Edward J.
• Primary Examiner(s): RAEVIS, ROBERT R
• Application Number:
  US08/971,081
• Time in Patent Office: 669 Days
• Field of Search: 73/866, 73/32 R, 73/78, 73/818, 73/823, 73/803, 73/84, 73/146, 73/81, 73/82, 250/341.8, 250/358.1, 324/637, 324/639, 324/642, 324/658, 324/663, 404/84.05, 404/122, 404/101
• US Class Current: 73/78
• CPC Class Codes: E01C 19/288 adapted for monitoring characteristics of the material being compacted, e.g. indicating resonant frequency, measuring degree of compaction, by measuring values, detectable on the roller; using detected values to control operation of the roller, e.g. automatic adjustment of vibration responsive to such measurements
• CPC Class Codes: G01N 23/00 Investigating or analysing materials by the use of wave or particle radiation, e.g. X-rays or neutrons, not covered by groups G01N3/00 – G01N17/00, G01N21/00 or G01N22/00
• CPC Class Codes: G01N 33/42 Road-making materials G01N33/38 takes precedence
• CPC Class Codes: G01N 9/24 by observing the transmission of wave or particle radiation through the material

Abstract

A real time differential asphalt pavement quality sensor of the present invention is adapted to measure asphalt density in real time using a differential approach. Two sensors, one in the front of a roller and another behind the roller, measure reflected signals from the asphalt. The difference between the reflected signals provides an indication of the optimal compaction and density of the asphalt pavement. The invention looks at the change in variance over successive passes to determine when the optimal level of compaction has been reached.

Claims

1. A method of determining when the optimal level of compaction of asphalt pavement has been achieved comprising the steps of:

compacting the asphalt pavement with a roller;

sensing a first property of the asphalt in front of the roller;

sensing the first property of the asphalt behind the roller;

determining the variance of the sensed property in front of the roller and the variance of the sensed property behind the roller; and

monitoring the determined variance of the sensed property in front of the roller and the determined variance of the sensed property behind the roller to determine whether the optimal level of compaction has been achieved.

2. The method of claim 1 further comprising the step of comparing the determined variance of the sensed property in front of the roller and the determined variance of the sensed property behind the roller to determine when the variance has increased.

3. The method of claim 1 further comprising the steps of:

comparing the determined variance of the sensed property in front of the roller and the determined variance of the sensed property behind the roller to determine when the variance has spiked.

4. An apparatus for determining in real time the density of a material on a ground surface during a rolling operation comprising:

a roller for compacting material on the ground surface;

a first microwave antenna disposed in front of the roller;

a second microwave antenna disposed behind the roller; and

a processor electrically connected to the first and second microwave antennas for generating data relating to the density of the material based on information from the first and second microwave antennas.

5. The apparatus of claim 4 wherein the microwave antennas transmit microwave signals toward the ground surface and receive reflected microwave signals from the ground surface.

6. The apparatus of claim 5 further comprising a detector for determining the difference between the reflected signals from the first sensor and the reflected signals from the second sensor.

7. The apparatus of claim 4 wherein the material is asphalt pavement.

8. The apparatus of claim 7 wherein the processor performs the processing steps of:

determining the variance of the signals received by the first sensor and determining the variance of the signals received by the second sensor; and

determining whether the asphalt pavement is compacted to a desired level based on the determined variances.

9. The apparatus of claim 8 wherein the asphalt pavement is determined to be compacted to a desired level when the determined variance of the second sensor is greater than the determined variance of the first sensor.

10. A method of determining in real time when the optimal level of compaction of asphalt pavement has been reached comprising the steps of:

compacting the hot asphalt pavement by traveling over the asphalt pavement with a roller;

successively sensing a property of the asphalt related to density in front of the roller;

successively sensing a property of the asphalt related to density behind the roller;

determining the difference between the sensed property of the asphalt in front of the roller and the sensed property of the asphalt behind the roller; and

using the differences between the sensed properties to determine whether the optimal level of compaction has been achieved.

11. A method of determining the density of material on a ground surface while operating a rolling device comprising the steps of:

sensing information in front of the rolling device using a microwave sensor;

sensing information behind the rolling device using a microwave sensor; and

comparing the sensed information to determine the density of the material.

12. A method of determining when the optimal level of compaction of asphalt pavement has been achieved comprising the steps of:

compacting the asphalt pavement with a roller;

sensing a first property of the asphalt in front of the roller using microwave signals;

sensing the first property of the asphalt behind the roller using microwave signals; and

using the sensed properties to determine whether the optimal level of compaction has been achieved.

13. The method of claim 12 wherein the microwave signals are directed toward the asphalt and reflected microwave signals are received to determine information about the density of the asphalt.

14. The method of claim 13 wherein the reflected microwave signals received in front of the roller and behind the roller are compared to determine information about the first property of the asphalt.

15. The method of claim 12 wherein the first property of the asphalt is density.

16. A method of determining in real time when the optimal level of compaction of asphalt pavement has been reached comprising the steps of:

compacting the hot asphalt pavement by traveling over the asphalt pavement with a roller;

successively sensing a property of the asphalt related to density in front of the roller;

successively sensing a property of the asphalt related to density behind the roller;

determining the variance of the sensed property of the asphalt in front of the roller and the variance of the sensed property of the asphalt behind the roller; and

using the variances of the sensed properties to determine whether the optimal level of compaction has been achieved.

17. The method of claim 16 further comprising the step of determining when the optimal level of compaction of asphalt pavement has been reached by monitoring the determined variances.

18. The method of claim 17 further comprising the step of stopping the compacting step when the difference between the determined variances indicates a spike in the magnitude of the variances over successive passes of the roller.