Highway Engineering The fundamental factor in the selection of pavement type is availability of funds for the construction project subgrade soil and drainage conditions climatic condition type and intensity of traffic availability of funds for the construction project subgrade soil and drainage conditions climatic condition type and intensity of traffic 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 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
Highway Engineering The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is 7 3 5 0 7 3 5 0 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Enoscope is used to find spot speed average speed time-mean speed space-mean speed spot speed average speed time-mean speed space-mean speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to five times the overtaking sight distance overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
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