Highway Engineering For the design of super elevation for mixed traffic conditions, the speed is reduced by 75% 25% 20% 15% 75% 25% 20% 15% ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is group index method Westergaard method Benkelman beam method CBR method group index method Westergaard method Benkelman beam method CBR method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm) 0.168 cm -0.168 cm 7.768 cm 7.432 cm 0.168 cm -0.168 cm 7.768 cm 7.432 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Select the correct statement. Minimum and maximum values of group index can be 0 and 20 respectively More the value of group index, less thickness of pavement will be required All of these More the value of CBR, greater thickness of pavement will be required Minimum and maximum values of group index can be 0 and 20 respectively More the value of group index, less thickness of pavement will be required All of these More the value of CBR, greater thickness of pavement will be required ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum thickness of expansion joint in rigid pavements is 100 mm 50 mm 25 mm 10 mm 100 mm 50 mm 25 mm 10 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Creep is the Longitudinal movement of rail Lateral movement of rail Difference in level of two rails Vertical movement of rail Longitudinal movement of rail Lateral movement of rail Difference in level of two rails Vertical movement of rail ANSWER DOWNLOAD EXAMIANS APP
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