| Summary: | The design life of a road is the amount of time a road can take from the time the road is used until the road requires major repairs. The inability of a pavement to reach its design life can be caused by several factors. These factors cause the uncertainty of the service life of the road, so that the remaining service life of the pavement becomes difficult to predict. This study will discuss the condition of the road pavement and predict the remaining service life on the Losari - Pejagan road, Demak ring road, and Rembang - Bulu road sections using the PCI (Pavement Condition Index) and Benkelman Beam (BB) methods. Based on the analysis of road condition assessment, the average PCI value for the Losari - Pejagan road section is 45.76 (poor), for the Demak Ring road section is 74.63 (satisfactory), and for the Rembang - Bulu road section is 50.41 (poor). The results of the analysis of the remaining service life using the PCI method found that 67.2% of all segments on the three road had a remaining service life of less than a year and 32.8% of all segments had a remaining service life of more than 1 year. Using the BB method, it was found that the remaining service life of 93.7% segments on the three road are less than a year and 6.7% segments are more than 1 year.
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