The Slawi city ring road is a road that connects several villages in the Tegal district, especially the Pangkah and Slawi sub-districts. This road is often passed by heavy vehicles such as trucks and other cars carrying goods, many motorized vehicles also pass on this road, especially students. With the volume of vehicles that are quite dense at certain hours and with minimal maintenance on road conditions, this causes a decrease in the quality of the road surface. With these problems, it is necessary to analyze the condition of road damage at STA 0+000 to STA 1+720. This study aims to determine the type and level of road damage using the Bina Marga 1990 method, determine the percentage value of each damage and calculate the priority order of the road as a reference for determining the repair program for the road. Data collection using the LHR survey is also needed to determine road condition values. Factors that cause road damage are the lack of routine maintenance on the road and the absence of drainage so that a lot of water stagnates during the rainy season which causes road damage to become more severe. The types of damage found on the Slawi City ring road are pothole damage, grain release, fatness and crocodile skin cracks.

Malahayu Reservoir is located in Malahayu Village, Banjarharjo District, Brebes Regency. Malahayu Reservoir was built in 1935. Malahayu Reservoir is planned to have a water storage capacity of 69 million m³ with a water surface area of 9.25 km². The main purpose of the construction of this reservoir is to supply irrigation water with a total area of 12,674 Ha, consisting of DI Kabuyutan of 4,166 Ha, DI Jengkelok of 6,173 Ha, and DI Babakan of 2,335 Ha. However, the water supply in Malahayu Reservoir continues to decrease, allegedly due to the high amount of sediment. The current problem is the occurrence of sediment in the Malahayu Reservoir. The pattern of operation using this reservoir needs to be studied because it is considered less optimal and because there needs to be a review of the use of reservoir water using newer data. That way, an operating pattern is needed to determine the reliability of reservoirs in their use as irrigation water providers. This study began by analyzing the secondary data obtained. Data is processed to obtain the amount of reservoir discharge and water needs for irrigation water. And the study ended with a simulation of the reservoir operation pattern. From the results of this study, it is expected to help provide solutions for the operation pattern of Malahayu Reservoir as an optimal reservoir. To improve the performance of the Malahayu Reservoir, supporting data such as reservoir operational systems and performance, hydrological data, reservoir operating procedures and patterns, and irrigation data are needed. The results of the analysis showed that the operation of the Malahayu Reservoir was less than optimal. Simulation of reservoir operation shows that the volume of water in Malahayu Reservoir is below the Minimum Operating Level (MOL), which is the minimum volume of water that should be in the reservoir. According to the records of the Cimanuk-Cisanggarung River Basin Center (BBWS), the condition of water supply in the Malahayu Reservoir continues to decline since this reservoir was built during the Dutch colonial rule until now.