• Jadhav Tejas D
• Sonawane Kaustubh B
• Phakatkar Siddharth S
• Prof.Bhagwat D.B

It is a known fact throughout the world that the conditions of any road largely depend upon its geotechnical properties. Some samples of soil were collected for laboratory tests in order to analysis some geotechnical properties of road. The results showed that the soil materials used along the road have high and low percentages of clayey and silt/gravel/sand materials respectively (rated as fair to poor materials for road use). The Natural and Optimum Moisture Contents are high for all the Base, Sub-base and Sub-grade courses samples. The Maximum Dry Density (MDD) is quite very lower than the expected specified values for the base, sub-base and sub-grade courses with the exception of few samples. The Plasticity Indices and Liquid limits are very high for both Base and Subbase Courses, while that of Sub-grade course met the required specification values for all samples. Most of California Bearing Ratio (CBR) values for the Base course did not meet specification requirements while that of Sub base and Sub-grade courses did. Conclusively, the pavement failure may not necessarily be due to weak sub base and subgrade except were compaction inadequate. Whereas the materials used for the base course are likely to be poor quality.

Index Terms - Defects, Flexible Pavement, Maintenance, Road, Rutting, Paved Roads

"To study of crack behavior and settlement with remedial measure for bituminous road failure", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 5, page no.o347-o356, May-2023, Available :http://www.jetir.org/papers/JETIR2305F45.pdf

"To study of crack behavior and settlement with remedial measure for bituminous road failure", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 5, page no. ppo347-o356, May-2023, Available at : http://www.jetir.org/papers/JETIR2305F45.pdf