Traffic data collection requirements for reliability in pavement design

Journal of Transportation Engineering

Volumn 132, Issue 3, 2006, Pages 237-243

  Papagiannakis, A T ^a   Jackson, N C ^b  

^a Washington State University   (United States)

^b NICHOLS CONSULTING ENGINEERS   (United States)

Author keywords

Data collection; Pavement design; Reliability

Indexed keywords

COMPUTER SIMULATION; DATA ACQUISITION; ESTIMATION; PAVEMENTS; RELIABILITY; SERVICE LIFE;

PAVEMENT DESIGN; REGIONAL DATA; TRAFFIC DATA COLLECTION;

ROADS AND STREETS;

TRANSPORTATION;

EID: 33144463335     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(2006)132:3(237)     Document Type: Article

References (10)

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2. American Association of State Highway and Transportation Officials (AASHTO). (1993). Guide for the design of pavement structures, AASHTO, Washington, D.C.
3. Cambridge Systematics (1994). Use of data from continuous monitoring sites, Vols. I and II, Federal Highway Administration, Washington, D.C.
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5. DataPave, Release 16.0. (2003). Federal Highway Administration, Washington, D.C.
6. National Cooperative Highway Research Program (NCHRP). (2004). "Design of new and rehabilitated pavement structures." NCHRP Study 1-37A Draft Final Report, NCHRP, Washington, D.C.
7. Papagiannakis, A. T., Bracher, M., Li, J., and Jackson, N. (2005). "Optimization of traffic data collection for specific pavement design applications." Rep. FHWA-HRT-05-079, Federal Highway Administration, Washington, D.C.
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10. United States Department of Transportation (USDOT). (2001). Traffic monitoring guide, Version 2001, Federal Highway Administration, Washington, D.C.