Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to 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 five times the overtaking sight distance three times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of summit curves, the deviation angle will be maximum when a descending gradient meets with another descending gradient an ascending gradient meets with a level surface an ascending gradient meets with another ascending gradient an ascending gradient meets with a descending gradient a descending gradient meets with another descending gradient an ascending gradient meets with a level surface an ascending gradient meets with another ascending gradient an ascending gradient meets with a descending gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The effect of grade on safe overtaking sight distance is to increase it on both descending and ascending grades to decrease it on both descending and ascending grades to increase it on descending grades and to decrease it on ascending grades to decrease it on descending grades and to increase it on ascending grades to increase it on both descending and ascending grades to decrease it on both descending and ascending grades to increase it on descending grades and to decrease it on ascending grades to decrease it on descending grades and to increase it on ascending grades ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering A traffic rotary is justified where number of intersecting roads is between 4 and 7 when traffic volume is less than 500 vehicles per hour when traffic volume is more than 5000 vehicles per hour space is limited and costly number of intersecting roads is between 4 and 7 when traffic volume is less than 500 vehicles per hour when traffic volume is more than 5000 vehicles per hour space is limited and costly ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 5.0 mm penetration only 2.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only 5.0 mm penetration only 2.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ductility value of bitumen for suitability in road construction should not be less than 10 cm 30 cm 20 cm 50cm 10 cm 30 cm 20 cm 50cm ANSWER DOWNLOAD EXAMIANS APP
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