Abstract for presentation (Poster or Podium) with a Paper in the Conference Proceedings
Highway Pavements
Mbakisya Onyango, PhD Transportation Engineering. M.ASCE
Professor of Civil Engineering
University of Tennessee at Chattanooga
CHATTANOOGA, TN, United States
Mbakisya Onyango, PhD Transportation Engineering. M.ASCE
Professor of Civil Engineering
University of Tennessee at Chattanooga
CHATTANOOGA, TN, United States
Kelvin Joseph Msechu, MSc. Civil Engineering
ITS/Traffic Engineer
AtkinsRealis
Wixom,, Michigan, United States
Sampson Udeh, TDOT PAVEMENT DESIGN MANAGER
TDOT PAVEMENT DESIGN MANAGER
TDOT
Nashville, Tennessee, United States
Raga Ahmed, PhD, Electrical Engineering Member, IEEE
Associate Professor, Electrical Engineering
The University of Tennessee at Chattanooga
Chattanooga, TN, United States
Pascale Haug, STEM Educator
B.S. Applied Mathematics/STEM Education
The Howard School
Chattanooga, Tennessee, United States
Juney Shober, MEd, Secondary Science Education, The Ohio State University
Science Teacher
University High, University of Tennessee Chattanooga
Lookout Mountain,, Georgia, United States
Mbakisya Onyango, Ph.D. M.ASCE
University of Tennessee at Chattanooga
CHATTANOOGA, Tennessee, United States
This paper presents the analysis of Pavement Mechanistic-Empirical Design (PMED) climate input data for the state of Tennessee. Two climatic data sources are considered for the analysis, North American Regional Reanalysis (NARR), and Modern-Era Retrospective Analysis for Research and Application (MERRA). First the sensitivity analysis using 2k factorial design method, considering lower and higher extremes of each climatic input and water table, was conducted to determine the sensitivity of climatic inputs to pavement distress predictions. Then Virtual Weather stations (VWSs) were created, and their predicted performance was analyzed in comparison to the existing stations. On sensitivity analysis of the Enhanced Integrated Climatic Model (EICM) model, temperature was the most sensitive climatic input in PMED distress predictions, while humidity had no effect to pavement distress predictions. Performance evaluation of PMED VWSs indicated a significant difference in some of the predicted distresses when comparing PMED VWSs and MERRA stations at identical locations.