Highway Engineering Coefficient of friction is less when the pavement surface is smooth and wet smooth and dry dry rough smooth and wet smooth and dry dry rough ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The attainment of super elevation by rotation of pavement about the inner edge of the pavement results in balancing the earthwork is preferable in steep terrain does not change the vertical alignment of road avoids the drainage problem in flat terrain results in balancing the earthwork is preferable in steep terrain does not change the vertical alignment of road avoids the drainage problem in flat terrain ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The transition curve used in the horizontal alignment of highways as per IRC recommendations is Any of these cubic parabola spiral lemniscate Any of these cubic parabola spiral lemniscate ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1850/R 1700/R 1600/R 1750/R 1850/R 1700/R 1600/R 1750/R ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The rail is designated by its length weight per unit length cross-section weight length weight per unit length cross-section weight ANSWER DOWNLOAD EXAMIANS APP
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