Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be 64m zero 80m 60m 64m zero 80m 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is An empirical method based on strength characteristics of sub-grade soil A semi empirical method A theoretical method An empirical method based on physical properties of sub-grade soil An empirical method based on strength characteristics of sub-grade soil A semi empirical method A theoretical method An empirical method based on physical properties of sub-grade soil ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The attainment of super elevation by rotation of pavement about the inner edge of the pavement avoids the drainage problem in flat terrain is preferable in steep terrain results in balancing the earthwork does not change the vertical alignment of road avoids the drainage problem in flat terrain is preferable in steep terrain results in balancing the earthwork does not change the vertical alignment of road ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is 15 lux 10 lux 30 lux 20 lux 15 lux 10 lux 30 lux 20 lux ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Select the correct statement. All of these Minimum and maximum values of group index can be 0 and 20 respectively More the value of CBR, greater thickness of pavement will be required More the value of group index, less thickness of pavement will be required All of these Minimum and maximum values of group index can be 0 and 20 respectively More the value of CBR, greater thickness of pavement will be required More the value of group index, less thickness of pavement will be required ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS