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@article{145683,
        author = {Pradip patel and Parth D Patel},
        title = {Structural Evaluation of Flexible Pavement by Benkelman Beam of State Highway -133 of (K-7 to Vavol)},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {4},
        number = {11},
        pages = {147-152},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=145683},
        abstract = {Now Day’s Highway Pavement, Bridges, Parking, And Other Commercial Structures Becoming Functionally Deteriorating Due To Repeated Of Vehicular Load And Effect Of Climatic Condition. Non-Destructive Testing Methods Are Desirable To Evaluate Existing Flexible Pavement. In The Study Consisted Of Two Tasks: During Visual Inspection of the Existing Pavement Failures. Second, Investigated The Actual Causes Of These Failures. In The Found That Most Of The Damaged Pavement Sections Suffered From Severe Cracking And Rutting Failures. In The Structure Evaluation Of Flexible Pavement In The Deflection Is Measure By Benkelman Beam. FunctionalEvaluation Of Pavement Is Like Roughness, Rutting, Crack, Patch, Potholes, And Ravelling. The Present Study Is To Carry Out The Flexible Pavement Condition Index Survey Studies By IRC 81-1997},
        keywords = {Pavement Evaluation, BenkelmanBeam, Deflection, Flexible Pavement, Functional Evaluation},
        month = {},
        }