Highway Engineering Percentage of free carbon in bitumen is None of these equal to that in tar more than that in tar less than that in tar None of these equal to that in tar more than that in tar less than that in tar ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following is known as design capacity ? possible capacity basic capacity practical capacity theoretical capacity possible capacity basic capacity practical capacity theoretical capacity 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 stop lines crosswalk lines turn markings lane lines stop lines crosswalk lines turn markings lane lines ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is An empirical method based on physical properties of sub-grade soil An empirical method based on strength characteristics of sub-grade soil A theoretical method A semi empirical method An empirical method based on physical properties of sub-grade soil An empirical method based on strength characteristics of sub-grade soil A theoretical method A semi empirical method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by 16kmph 8 kmph 12kmph 20 kmph 16kmph 8 kmph 12kmph 20 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Select the correct statement. 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 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 ANSWER DOWNLOAD EXAMIANS APP
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