Profile analysis of Arizona specific pavement studies 5 project

Transportation Research Record

Volumn , Issue 2095, 2009, Pages 144-152

  Karamihas, Steven M ^a   Senn, Kevin ^b  

^a UNIVERSITY OF MICHIGAN   (United States)

^b NICHOLS CONSULTING ENGINEERS   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ARIZONA; FLEXIBLE PAVEMENTS; LONG-TERM PAVEMENT PERFORMANCE; LONGITUDINAL PROFILE; POST-PROCESSING FILTERS; PROFILE ANALYSIS; PROFILE MEASUREMENT; ROAD PROFILE; SPECTRAL PROPERTIES; TEST SECTIONS;

PAVEMENTS;

EID: 76149141551     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2095-15     Document Type: Article

References (6)

1. Hossain, M., and L. A. Scofield. SPS-5: Rehabilitation of Asphalt Concrete Pavements. Construction Report. Arizona Transportation Research Center, Phoenix, 1996.
2. Karamihas, S. M. Development of Cross Correlation for Objective Comparison of Profiles. International Journal of Vehicle Design, Vol.36, Nos. 2-3, 2004, pp. 173-193.
3. Sayers, M. W., and S. M. Karamihas. Interpretation of Road Roughness Profile Data. Publication FHWA/RD-96/101. FHWA, U.S. Department of Transportation, 1996.
4. Perera, R. W., and S. D. Kohn. Quantification of Smoothness Index Differences Related to LTPP Equipment Type. Publication FHWA-HRT-05-054. FHWA, U.S. Department of Transportation, 2005.
5. Karamihas, S. M. Critical Profiler Accuracy Requirements. UMTRI- 2005-2024 University of Michigan Transportation Research Institute, Ann Arbor, 2005.
6. Sayers, M. W. Profiles of Roughness. In Transportation Research Record 1260, TRB, National Research Council, Washington, D.C., 1990, pp. 106-111.