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Literature Review on Flexible Pavement Rehabilitation SH177 (CH: 0.00 To CH: 9.00) Vyara Junction To Anumala Junction : Parul University, Vadodara


Pritesh More, Siddharth Gupte, Khushbu Bhatt
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The evaluation of a functional behavior or performance analysis, information is needed on the history of riding quality of the pavement stretch. In condition survey, pavement surface condition is measured and which types of the distress is observed. For the subgrade evaluation soil sample is taken at required locations on road stretch. In the structural evaluation of flexible pavement the pavement deflection is measured by the Benkelman Beam. It is possible to measure the rebound and residual deflections of the pavement structure. While the rebound deflection is one related to pavement performance, the residual deflection may be due to non-recoverable deflection of the pavement or because of the influence of the deflection bowl on the front legs of the beam. Rebound deflection is used for overlay design. A detailed pavement condition survey is done on State Highway 177 (Vyara Junction to Anumala Junction) and the road condition is evaluated structurally. The present study is evaluates the overlay thickness for State Highway 177 Vyara Junction to Anumala Junction.

Pritesh More, Siddharth Gupte, Khushbu Bhatt

Pavement, Subgrade.

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Publication Details

Published in : Volume 3 | Issue 2 | March-April - 2017
Date of Publication Print ISSN Online ISSN
2017-04-30 2395-1990 2394-4099
Page(s) Manuscript Number   Publisher
143-146 IJSRSET173244   Technoscience Academy

Cite This Article

Pritesh More, Siddharth Gupte, Khushbu Bhatt, "Literature Review on Flexible Pavement Rehabilitation SH177 (CH: 0.00 To CH: 9.00) Vyara Junction To Anumala Junction : Parul University, Vadodara ", International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 3, Issue 2, pp.143-146, March-April-2017.
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