The wide use of geosynthetic in the geotechnical engineering brings a great demand for characterization studies of this material. The main tests for this are known: wide-width strip method, static puncture test (CBR test), tensile creep and creep rupture behavior. Projects with use of geosynthetic in engineering works have to ensure simple techniques standardized tests at national and international level. With this procedure, the characterization and quality control of the material becomes simplified. Knowing the inherent difficulties in the Wide-Width tensile test, this article proposes the use of a non-standardized test for geosynthetic to determine the indirect tensile these materials. As [1, 2 and 3] the static puncture test generates good results for the indirect correlation result voltage. This article shows a way in which the test uses the support from the static puncture test apparatus to analyze the indirect tensile itself, but the test is made with a narrow strip attached at the ends of the support. The application of pressure in the center of the strip is by means of a bar. The main idea of this paper is to obtain these results without intrinsic effects to the material when the sample is punctured by a circular piston CBR and thus get closer to conventional test for tensile and deformation, which is not obtained by the first author quoted. The results show that it is possible to determine values for stress and strain through the test results, thus making it possible another way of characterizing the material.