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Pavement smoothness index relationships: final report / Kelly L. Smith, Leslie Titus-Glover, Lynn D. Evans.

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U.S. Government Documents
Format:
Book
Government document
Author/Creator:
Smith, Kelly L., author.
Titus-Glover, Leslie, author.
Evans, Lynn D., author.
Contributor:
Applied Research Associates. ERES Division
Turner-Fairbank Highway Research Center
United States. Federal Highway Administration. Office of Pavement Technology, issuing body.
Language:
English
Subjects (All):
Long-Term Pavement Performance Program (U.S.).
Roads--Riding qualities--United States--Measurement.
Roads.
Roads--Riding qualities--Measurement.
Pavements--Performance--United States--Measurement.
Pavements.
Pavements--Performance--Measurement.
Surface roughness--Measurement.
Surface roughness.
Flatness measurement.
United States.
Genre:
Online resources.
Physical Description:
1 online resource ([108] pages) : illustrations
Place of Publication:
McLean, VA : U.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, October 2002.
Summary:
Nearly all State highway agencies use smoothness specifications to ensure that hot-mix asphalt (HMA) and portland cement concrete (PCC) pavements are built to high levels of smoothness. About half of all current State smoothness specifications for HMA and more then three-fourths of all current PCC smoothness specifications are centered around the Profile Index (PI), as often measured using a profilograph. The vast majority of these specifications utilize a 5-mm (0.2-in.) blanking band in computing PI (i.e., PI5-mm). Assistance in selecting appropriate IRI and PI0.0 specification limits is needed to provide a basis for modifying current specifications to these more reproducible and portable smoothness indices. This research effort has developed a series of relationships between IRI and PI that can assist States in transitioning to IRI or PI0.0 smoothness specification for HMA and PCC pavements.
Contents:
Introduction
Literature review
LTPP data collection and project database development
Development of LTPP-based smoothness index relationships
Adaption of LTPP-based models to current state smoothness specifications
Conclusions and recommendations
Appendices.
Notes:
Online resource; title from PDF cover (FHWA. DOT.gov website, viewed June 11, 2018).
"Performing organization: ERES Division of Applied Research Associates, Inc."--Technical report documentation page.
"FHWA Contracting Officer's Technical Representative (COTR): Mark Swanlund"--Technical report documentation page.
"Publication no. FHWA-RD-02-057."
"October 2002."
Includes charts and tables.
Includes bibliographical references (page 59).
Electronic reproduction. [Place of publication not identified] : HathiTrust Digital Library, 2016.
Other Format:
Print version: Smith, Kelly L. Pavement smoothness index relationships
Microfiche version: Smith, Kelly L. Pavement smoothness index relationships
OCLC:
962336013
Access Restriction:
Use copy Restrictions unspecified

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