Trazado y diseño geométrico de la vía Arajuno – Juan Vicente, cantón Arajuno, provincia de Pastaza

Abstract

In this technical project, a topographic strip of approximately 30 meters was determined with a total of 3162 topographic points, later the study of vehicular traffic was developed which would allow us to classify the road as a type III collector road with a projected TPDA for 20 years of 946 vehicles per day according to the regulations of the Ministry of Transport and Public Works Then the Geometric Design of the road was carried out; With respect to the Horizontal Geometric Design, minimum radio of 42 meters were obtained and in the Vertical Design, maximum slopes of up to 12 percent in specific sections The soil study was also carried out, resulting in a silty soil with low plasticity and a design CBR of 4.91 percent, then the Flexible Pavement Design was carried out, obtaining as a result an improvement layer of 60 cm, sub-base layer 20 cm class 3, 15 cm class 2 base layer and a 5 cm asphalt mat To finally carry out the study and design of the complementary works and obtain a referential budget of 3 248 149.07 with an approximate time of 12 months for the execution of the project