The Runway Roughness Index: A Pavement Index for Human Discomfort and Runway Serviceability
Publication: Airfield and Highway Pavements 2023
ABSTRACT
To assist airports in the assessment of the surface profile roughness of in-service runways the FAA has developed a new Runway Roughness Index (RRI). This index was established under research conducted by the FAA Airport Research and Technology Branch. The RRI was developed based on the Boeing Bump Index (BBI), pilot ratings to simulator testing, International Organization for Standardization (ISO) human vibration discomfort standards, and ProFAA’s aircraft simulation. Two types of the RRI were developed to categorize airport pavement roughness. The first as an average, total length, root mean square (RMS) RRI, and the second is a single event Transient RRI, which is based on moving RMS. Threshold values were validated for the proposed ranges for acceptance, monitoring, and excessive levels of roughness needing immediate remediation. The RRI is shown to compliment the BBI and give a useful total pavement ride quality metric. Roughness events that would not have been identified using the BBI can be located using the RRI application in ProFAA. This paper describes the development of the RRI.
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REFERENCES
AirNav. (n.d.). Retrieved June 11, 2019, from https://www.AirNav.com/.
Brill, D., and T. A. Parsons. (2017). Development of New FAA Design Procedures for Extended Airport Pavement Life, In Proceedings of the 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields (A. Loizos, I. Al-Qadi, and T. Scarpas, eds.), Taylor and Francis, Athens, pp. 1611–1618.
Civil Engineering Laboratory. (1976, August). Effects of pavement roughness on naval air operations. Naval Facilities Engineering Command. https://apps.dtic.mil/sti/citations/ADA033558.
CSRA. (2017). Programing updates and improvements to ProFAA and ProGroove.
FAA (Federal Aviation Administration). (n.d.). RNAV (GPS) RWY 01. Instrument Flight Procedures Information Gateway. Retrieved May 2015, from https://www.faa.gov/air_traffic/flight_info/aeronav/procedures/application/?event=procedure.results&nasrId=WWD.
FAA (Federal Aviation Administration). (2009). Guidelines and procedures for measuring airfield pavement roughness sAdvisory Circular [AC] 150/5380-9). US Department of Transportation. https://www.faa.gov/airports/resources/advisory_circulars/index.cfm/go/document.current/documentNumber/150_5380-9.
FAA (Federal Aviation Administration). (2018). Standard specifications for construction of airports. US Department of Transportation. https://www.faa.gov/airports/resources/advisory_circulars/index.cfm/go/document.current/documentnumber/150_5370-10.
FAA (Federal Aviation Administration). (2017, February). Boeing 737-800 final surface roughness study data collection. US Department of Transportation. https://www.airporttech.tc.faa.gov/Products/Airport-Pavement-Papers-Publications/Airport-Pavement-Detail/ArtMID/3684/ArticleID/159/Boeing-737-800-Final-Surface-Roughness-Study-Data-Collection.
GDIT (General Dynamic Information Technology). (2019, September). Accelerometer instrumentation and testing.
GDIT (General Dynamic Information Technology). (2019, August). Boeing bump roughness research.
Gerardi, A. G. Aircraft Dynamic Response to Pavement Unevenness, Air Force Flight Dynamics Laboratory, 1976.
Gerardi, A. G. Digital Simulation of Flexible Aircraft Response to Symmetrical and Asymmetrical Runway Roughness, Shock and vibration Bulletin, n47, 1977.
Gerardi, A. G. Dynamic Response of Aircraft to Pavement Unevenness, In, TRB, National Research Council, Washington, D.C., 1978, pp. 91–96.
Gerardi, A. G. Collection of Commercial Aircraft Characteristic for Study of Runway Roughness., Washington, D.C.1977.
Gervais, E. L. (1991, September 4–6). Runway roughness measurement, quantification, and application: The Boeing approach [Proceeding paper]. Aircraft/Pavement Interaction: An Integrated System, Kansas City, MO, United States. https://cedb.asce.org/CEDBsearch/record.jsp?dockey=0074236.
Google. (n.d.). [Google Earth image of Cape May Airport, 39°00'35.55"N 74°54'01.17"W, elevation 18 feet]. Retrieved August 26, 2016, from https://bit.ly/37KLaGn.
ISO (International Organization for Standardization). (1997). Mechanical vibration and shock: Evaluation of human exposure to whole-body vibration, part 1: General requirements 2631-1. https://www.iso.org/standard/7612.html.
Lee, H. R., and J. L. Scheffel. Runway Roughness Effect on New Aircraft Types, Journal of the Aero-Space Transport Division, Vol. 94, No. AT1, 1968, pp. 1–17.
Morris, G. J., and A. W. Hall. Recent Studies of Runway Roughness, National Aeronautics and Space Administration, 1965.
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Published online: Jun 13, 2023
ASCE Technical Topics:
- Air transportation
- Airport and airfield pavements
- Airports and airfields
- Architectural engineering
- Building management
- Business management
- Construction engineering
- Construction management
- Design (by type)
- Engineering fundamentals
- Gravels
- Highway and road design
- Human and behavioral factors
- Infrastructure
- Management methods
- Pavement condition
- Pavement design
- Pavement surface roughness
- Pavements
- Practice and Profession
- Ratings
- Serviceability
- Sight distances
- Standards and codes
- Transportation engineering
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