Highway Engineering Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is 0.5 10 2.0 1.0 0.5 10 2.0 1.0 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.2 0.45 0.1 0.3 0.2 0.45 0.1 0.3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as lane lines stop lines crosswalk lines turn markings lane lines stop lines crosswalk lines turn markings ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The effect of grade on safe overtaking sight distance is to increase it on both descending and ascending grades to decrease it on descending grades and to increase it on ascending grades to decrease it on both descending and ascending grades to increase it on descending grades and to decrease it on ascending grades to increase it on both descending and ascending grades to decrease it on descending grades and to increase it on ascending grades to decrease it on both descending and ascending grades to increase it on descending grades and to decrease it on ascending grades ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration higher of (A) and (B) smaller of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration higher of (A) and (B) smaller of (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to viscosity in increasing order from RC-2 to SC-2 viscosity in decreasing order from RC-2 to SC-2 None of these same viscosity viscosity in increasing order from RC-2 to SC-2 viscosity in decreasing order from RC-2 to SC-2 None of these same viscosity ANSWER DOWNLOAD EXAMIANS APP
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