Structural Evaluation of Flexible Pavement by Benkelman Beam of State Highway -133 of (K-7 to Vavol)

Authors

  • Pradipkumar Dineshbhai Patel M.E Student, Dept. Of (Civil Infrastructure) Engineering, L.D.R.P Institute of Technology Research, Gujarat, India
  • Prof. Parth D. Patel Assistant Professor, Dept. Of Civil Engineering, L.D.R.P Institute of Technology Research, Gujarat, India

Keywords:

Pavement Evaluation, Benkelman Beam, Deflection, Flexible Pavement, Functional Evaluation

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.
Functional Evaluation 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.

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Published

2016-03-25

How to Cite

Pradipkumar Dineshbhai Patel, & Prof. Parth D. Patel. (2016). Structural Evaluation of Flexible Pavement by Benkelman Beam of State Highway -133 of (K-7 to Vavol). International Journal of Advance Research in Engineering, Science & Technology, 5(3), 343–348. Retrieved from https://ijarest.org/index.php/ijarest/article/view/1215

Issue

Vol. 5 No. 3 (2018): Volume: 05, Issue: 03 - March, 2018.

Section

Articles