GATE Question Bank » CIVIL » TRANSPORTATION ENGINEERING


 
A) increase                                                            
B)  decrease
C) remain unchanged                              
D) be unpredictable

 
A) 180 m
B) 125 m
C) 80 m
D) 30 m  


 
A) 271 m                                                       
B) 298 m          
C) 322 m                                      
D) 340 m

 
A) Use of soft bitumen                                         
B) Excessive bitumen content       
C) Low bitumen content                
D) Use of open-graded aggregates

 
A) width of desire-line is proportional to the number of trips in one direction.
B) length of the desire-line  in proportional to the number of trips in both directions.    
C) width of desire-line is proportional to the number of trips in both directions.
D) both length and width of desire-line are proportional to the number of trips in both directions.


 
A) stability value
B) flow value
C) percentage of voids
D) unit weight

 
A) E,K,µ, r
B) h,K,µ, r
C) E,h,µ, r
D) P,h,µ, r

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