Highway Engineering If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is 1500 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression 3.8 NV”2 0.38 (NV3)”2 0.38 N V3/2 3.8 (NV3)”2 3.8 NV”2 0.38 (NV3)”2 0.38 N V3/2 3.8 (NV3)”2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Tyre pressure influences the total depth of pavement None of these both the above quality of surface course total depth of pavement None of these both the above quality of surface course 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 three times the overtaking sight distance two times the overtaking sight distance overtaking sight distance five times the overtaking sight distance three times the overtaking sight distance two times the overtaking sight distance overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is 30 lux 15 lux 20 lux 10 lux 30 lux 15 lux 20 lux 10 lux ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum number of vehicles beyond which the rotary may not function efficiently is 5000 vehicles per hour 500 vehicles per day 5000 vehicles per day 500 vehicles per hour 5000 vehicles per hour 500 vehicles per day 5000 vehicles per day 500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
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