Evaluating Tire/pavement Noise Utilizing the On-board Sound Intensity Method

Evaluating Tire/pavement Noise Utilizing the On-board Sound Intensity Method
Author: Edwin Haas
Publisher:
Total Pages: 113
Release: 2013
Genre: Automobiles
ISBN:

Mitigating transportation noise is a major concern for Departments of Transportation (DOT) nationwide. From a responsibility standpoint, once a noise source leaves the boundary of the property, the noise control falls under the jurisdiction of the DOT. In the past, mitigation by the DOT was typically accomplished by erecting a sound barrier. If there was more noise or louder noise, a larger wall was used. As construction of these walls is prohibitively expensive, DOTs are increasingly interested in mitigating noise from the source. In order to investigate noise being produced at the source, the on-board sound intensity method was utilized to investigate quiet pavements. The method revealed the acoustical properties of both conventional pavements and quiet pavements. This research also led to the investigation of the effects of vehicle speed, effects of temperature and effects of different consumer tires and the role each plays in the generation of noise at the tire pavement interface.

Measuring Tire-pavement Noise at the Source

Measuring Tire-pavement Noise at the Source
Author: Paul R. Donavan
Publisher: Transportation Research Board
Total Pages: 47
Release: 2009
Genre: Tire/pavement noise
ISBN: 0309117682

Introduction -- Literature search -- Evaluation of alternative test methods -- Evaluation of OBSI Test Parameters -- Demonstration Testing of OBSI Procedure -- Conclusions, recommendations and suggested research -- References -- Attachment -- Appendices.

Measuring and Visualizing Tire-Pavement Noise Using On-Board Sound Intensity

Measuring and Visualizing Tire-Pavement Noise Using On-Board Sound Intensity
Author: Richard C. Sohaney
Publisher:
Total Pages: 10
Release: 2012
Genre: Concrete
ISBN:

The Concrete Pavement Surface Characteristics Program (CPSCP) has recently developed guidelines and practices for reducing tire- pavement noise. The primary means for doing this is via measurements using the on-board sound intensity (OBSI) technique. OBSI measures tire-pavement noise at the source utilizing specialized microphones mounted to the outside of a vehicle, near the tire-pavement interface. Measurements are performed while the vehicle drives across the pavement being evaluated. To facilitate innovation, specifications have been developed based on an end-result approach. In this paper, a means for how to measure OBSI is provided, along with a means to interpret the as-constructed quality through visualization techniques. With it, the spatial variability of tire-pavement noise, as measured using OBSI, can be readily determined.

The Tire Noise Performance of Nevada Highway Pavements

The Tire Noise Performance of Nevada Highway Pavements
Author: Illingworth & Rodkin, Inc
Publisher:
Total Pages: 20
Release: 2008
Genre: Tire/pavement noise
ISBN:

On Board Sound Intensity measurements were conducted on freeway segments in the vicinity of Las Vegas and Reno, Nevada in an effort to document the tire-pavement noise levels of existing pavements. Tested pavements included Portland Cement Concrete (PCC), Open Graded Friction Course (OGFC), and Rubberized Open Graded Friction Course (ROGFC) sections on US 95, I515, US 93, I-15, SR 160, and I-215 in the vicinity of Las Vegas and on I-80, and US 395 in the vicinity of Reno. In addition to the measurement and documentation of existing pavement sections, measurements were conducted prior to and after the placement of ROGFC on I-515 between the College Drive and West Horizon Drive Interchanges (Exits 57 and 59). This report summarizes the acoustical performance of the selected pavement sections, utilizing the results of on-board tire/pavement noise source measurements. A more detailed assessment of the I-515 overlay results were documented in a previous memo.

Evaluating Pavement Strategies and Barriers for Noise Mitigation

Evaluating Pavement Strategies and Barriers for Noise Mitigation
Author: Paul R. Donavan
Publisher: Transportation Research Board
Total Pages: 73
Release: 2013
Genre: Technology & Engineering
ISBN: 0309283507

"TRB's National Cooperative Highway Research Program (NCHRP) Report 738: Evaluating Pavement Strategies and Barriers for Noise Mitigation presents a methodology for evaluating feasibility, reasonableness, effectiveness, acoustic longevity, and economic features of pavement strategies and barriers for noise mitigation. The methodology uses a life-cycle cost analysis to examine the economic features of mitigation alternatives, the FHWA Traffic Noise Model to integrate the noise reduction performance of pavements and barriers, and on-board sound intensity measurements as an input to the prediction model. The appendixes contained in the research agency's final report provide elaborations and detail on several aspects of the research. The appendixes are not included with the print version of the report, but are available online." --Publisher description.

Cost-benefit Analysis

Cost-benefit Analysis
Author: Cori Vanchieri
Publisher:
Total Pages: 48
Release: 2014
Genre:
ISBN:

"EXECUTIVE SUMMARY: At highway speeds, the major source of noise is the interaction between tires and the road surface. Noise barriers have been used by state transportation departments for many years and are the preferred solution for reducing highway traffic noise. Federal Highway Administration regulations for highway traffic and construction noise abatement are included in the Code of Federal Regulations (23 CFR772)1 and currently only consider noise barriers as an abatement measure for highway noise. However, pavement type can considerably reduce the noise generated from tire-road interaction. Yet considering pavement as a noise abatement measure is currently only allowed for pilot projects approved by the Federal Highway Administration. Through the end of 2010, 47 state departments of transportation and the Commonwealth of Puerto Rico have constructed more than 2,748 linear miles of barriers at a cost of close to 5 .5 billion (in 2010 dollars)2 . Treatment of highway pavement is generally less costly than the construction of barriers, but the noise reduction achieved by a quieter pavement is typically less than the reduction from a well-designed barrier, at least for residents in the immediate vicinity of the barrier. However, quieter pavements produce a reduction of noise at the source, which means that it may be possible to increase the number of benefited receptors (the recipient of an abatement measure that receives a noise reduction at or above the highway agency's chosen noise impact threshold value). A combination of barrier and pavement treatment may lead to cost-effective solutions to highway noise. To evaluate effectiveness of quieter pavements, a reliable measurement method for tire/road noise is needed. The method that is currently favored is measuring On-Board Sound Intensity (OBSI). OBSI data are collected in conformance with AASHTO TP-76,3 the American Association of State Highway and Transportation Officials Standard Method of Test for Measurement of Tire/Pavement Noise Using the On-Board Sound Intensity (OBSI) Method. A workshop on cost-benefit analysis of noise barriers and quieter pavements was held on January 16, 2014. One objective of the workshop was to evaluate the National Cooperative Highway Research Program Report 738, "Evaluating Pavement Strategies and Barriers for Noise Mitigation". Report 738 was prepared under Project 10-76, and is typically referred to as NCHRP 10-76.4 The report describes a methodology for the evaluation of both barriers and pavements for noise abatement, and explores how quieter pavement technology can be incorporated into Federal and state noise policy. Three key elements of the method presented in NCHRP 10-76 involve life cycle cost analysis (LCCA), the use of a research version5 of the Federal Highway Administration Traffic Noise Model (TNM), and a method for the evaluation of tire pavement noise reduction, OBSI. This report contains summaries of the presentations given during the workshop and the results of discussions identifying the challenges presented by implementing the NCHRP 10-76 methodology, especially to state departments of transportation, which carry out noise abatement projects in cooperation with the Federal Highway Administration and in conformance with the federal requirements in 23 CFR772. Using LCCA, planners can evaluate the initial cost of abatement using pavement and barriers as well as rehabilitation and maintenance costs. The methodology also incorporates a measure of the effectiveness of the resulting predicted level of traffic noise. Current regulations require impact determination and barrier design to be completed with the public-release version of TNM and average pavement. By using a research version of TNM and OBSI data to refine the tire-pavement interaction noise source, pavement effects could be included in the model (and therefore predictions could be more accurate and pavement type can be considered when assessing noise impact and abatement). Several examples illustrated that the NCHRP 10-76 approach can be successfully applied to real highway project studies. In some situations, a barrier-and-pavement hybrid solution can be more acoustically effective and/or cost effective than a barrier only solution and can allow for additional benefited receptors where a barrier only solution would not be feasible and/or reasonable. Both current regulations and the public- release version of TNM require modification if the noise reduction benefits of pavements are to be realized in construction projects. The noise reduction achieved by sound propagation over sound-absorptive pavement could also be included in the public-release version of TNM. An important part of the workshop, which was attended by noise barrier and pavement experts, as well as representatives from the FHWA and state departments of transportation, was to discuss the challenges of implementing NCHRP 10-76 methodology to state departments of transportation and to develop findings and recommendations based on these discussions. The key elements of these discussions are presented in Chapter 3 of this report. The following recommendations appear in Chapter 4 of this report: Develop and document a noise evaluation process that accounts for both noise barriers and quieter pavements. Provide funding and implement the method presented to evaluate the abatement options on a pilot program basis to help evaluate and improve the process. Upgrade the public release version of TNM to include the OBSI-related pavement assessment capabilities currently available in the research version of TNM. Organize and make publically available national databases for OBSI and LCCA. Expand TNM and highway noise abatement training to include consideration of quieter pavements and enable use of the research version of TNM. Encourage FHWA to develop guidance on the use of quieter pavements and barriers for noise abatement. Incorporate noise performance into a new performance management system. Develop and provide a noise abatement training program for pavement engineering staff. Other presentations from the workshop with important background information relevant to cost benefit analysis, noise barriers, and quieter pavements are summarized in Appendix A. The workshop agenda, the names of the participants, definitions of terms and a list of acronyms are provided in Appendix B, Appendix C, and Appendix D."

Analyzing Spectral Repeatability of Different Asphalt Pavements Using the OBSI Method in New Jersey and Massachusetts

Analyzing Spectral Repeatability of Different Asphalt Pavements Using the OBSI Method in New Jersey and Massachusetts
Author: John Hencken
Publisher:
Total Pages: 15
Release: 2012
Genre: On-board sound intensity
ISBN:

For the past two years, the Center for Advanced Infrastructure and Transportation has used the On-Board Sound Intensity Method (OBSI) to examine tire/pavement noise on in-service pavements throughout NJ and the northeast United States. The research initiative originated as a result of the NJ Department of Transportation's (NJDOT's) pavement resource program, which monitors the conditions of NJ roadways and provides engineering-based research about mechanistic pavement design, pavement material characterization, and pavement evaluation. NJDOT is interested in a long-term evaluation of the effects of the age and condition of asphalt pavement on the noise generated at the tire-pavement interface. Of the vast number of asphalt pavement design types found on interstates in NJ, Superpave-based dense graded asphalt (DGA) mixes and open-graded friction course (OGFC) mixes constitute the majority. Throughout the analysis of the OBSI levels measured, patterns that would be beneficial to the industry were illustrated in the one-third octave band profile for each pavement type. This paper provides a brief background of the OBSI method utilized in NJ and MA, an explanation of the analysis utilized to evaluate these pavements, and an explanation of the different spectral signatures attributed to DGA and OGFC pavements.

Evaluation of Long-term Pavement Performance and Noise Characteristics of Open-graded Friction Courses, Project 3

Evaluation of Long-term Pavement Performance and Noise Characteristics of Open-graded Friction Courses, Project 3
Author:
Publisher:
Total Pages: 56
Release: 2010
Genre: Pavements
ISBN:

This experimental project is being conducted as a part of WSDOT's effort to produce pavements that reduce the noise generated at the tire/pavement interface. Experimental sections of open-graded friction courses were built using asphalt rubber and SBS modified binders. A section of conventional Class 1/2 inch hot mix asphalt (HMA) serves as the control section for the two experimental sections. Sound intensity measurements were conducted using the On Board Sound Intensity (OBSI) method after construction. The most recent OBSI readings taken in December of 2009 indicated that the open-graded asphalt rubber and SBS modified sections were 3.5 to 2.0 decibels, respectively, quieter than the Class 1/2 inch HMA control section. This experimental evaluation will continue for the useful life of the pavement or a minimum of five years.