Bagus Hario Setiadji

Effect of Proportion of Missing Data on Application of Data Imputation in Pavement Management Systems

Instances of missing data are common in pavement condition–performance databases. A common practice today is to apply statistical imputation methods to replace the missing data with imputed values. Pavement management decision makers must know the uncertainty and errors involved in the use of data sets with imputed values in their analysis. Equally important information of practical significance is the maximum allowable proportion of missing data (i.e., the level of missing data) that can still produce results with an acceptable magnitude of error or risk when the imputed data are used. This paper proposes a procedure for determining such useful information. A numerical example analyzing pavement roughness data is presented to demonstrate the procedure through evaluating the error and reliability characteristics of imputed data. The roughness data of three road sections were obtained from the Long-Term Pavement Performance database. From these data records, data sets with different proportions of missing data were randomly generated to study the effect of level of missing data. The analysis shows that the errors of imputed data tend to increase with the level of missing data and that their magnitudes are significantly influenced by the effect of pavement rehabilitation. On the application of data imputation in pavement management systems, the study suggests that, at a 95% confidence level, 25% of missing data appears to be a reasonable allowable maximum limit for analyzing time series data on pavement roughness that include no rehabilitation within the analysis period. When pavement rehabilitation occurs within the analysis period, the maximum proportion of imputed data should be limited to 15%.

Asphalt Pavement Temperature Profile for Tropical Climate in Indonesia

Environmental and climatic factors directly affect the temperature of asphalt pavement layers. Air temperature is one of the most important environmental factors that significantly affect the temperature distribution profile of asphalt pavement layers. It is important therefore, to comprehend the asphalt strength characteristics because of the differences in asphalt pavement designs. This study was conducted in tropical area with high humidity in Indonesia. A testing method was carried out to measure both temperature and humidity using thermocouples equipped with data logger and an application program of SAGA Technology. Measurements were taken for consecutive seven sunny days in July 2014. The average values obtained for hourly air temperature and humidity were ranging from 24.92 to 36.98 °C and from 50.31 to 83.69% respectively. Meanwhile, pavement surface temperatures measured at 0, 20 and 65 millimeters depths were varied from 25.29 to 45.65 °C, from 25.37 to 43.59 °C, and from 26.70 to 38.54 °C respectively. Both air and asphalt pavement temperatures are sharply increased from 10:00 a.m. to 02:00 p.m. and are gradually decreased afterward.