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Home⇒ Engineering⇒
Highways engineering
1-Dont try to cram or spend more time here just read it fast and cover syllabus then practice MCQ's cheptor of same topic to check your progress. . |
2-Wrong options are also given but dont concentrate there, Right answer is in bold format. |
Q1 ⇒ For design, that length of transition curve should be taken which is higher of (a) and (b) [other wrong options] [Discuss in forum] based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation smaller of (a) and (b) |
Q2 ⇒ The maximum design gradient for vertical profile of a road is ruling gradient [other wrong options] [Discuss in forum] limiting gradient exceptional gradient minimum gradient |
Q3 ⇒ The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is no compensation [other wrong options] [Discuss in forum] 0.1 % 1 % 10% |
Q4 ⇒ If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be 4% [other wrong options] [Discuss in forum] 3 % 5 % 6% |
Q5 ⇒ The camber of road should be approximately equal to half the longitudinal gradient [other wrong options] [Discuss in forum] longitudinal gradient two times the longitudinal gradient three times the longitudinal gradient |
Q6 ⇒ Which of the following shapes is preferred in a valley curve ? cubic parabola [other wrong options] [Discuss in forum] simple parabola spiral lemniscate |
Q7 ⇒ The value of ruling gradient in plains as per IRC recommendation is 1 in 30 [other wrong options] [Discuss in forum] 1 in 12 1 m 15 1 in 20 |
Q8 ⇒ In case of summit curves, the deviation angle will be maximum when an ascending gradient meets with a descending gradient [other wrong options] [Discuss in forum] an ascending gradient meets with another ascending gradient a descending gradient meets with another descending gradient an ascending gradient meets with a level surface |
Q9 ⇒ 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 0.38 (NV3)"2 [other wrong options] [Discuss in forum] 0.38 N V3/2 3.8 NV"2 3.8 (NV3)"2 |
Q10 ⇒ If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be 60m [other wrong options] [Discuss in forum] zero 64m 80m |
Q11 ⇒ The Indian Road Congress came into existence
in 1934 [other wrong options] [Discuss in forum] 1927 1943 1947 |
Q12 ⇒ Highway facilities are designed for thirtieth highest hourly volume [other wrong options] [Discuss in forum] annual average hourly volume annual average daily traffic peak hourly volume of the year |
Q13 ⇒ The rate of rise or fall of a road along its
alignment is known as Gradient [other wrong options] [Discuss in forum] Camber Side slope Super elevation |
Q14 ⇒ Enoscope is used to find spot speed [other wrong options] [Discuss in forum] average speed space-mean speed time-mean speed |
Q15 ⇒ The maximum allowable super elevation is 1 in 18 [other wrong options] [Discuss in forum] 1 in 12 1 in 15 1 in 30 |
Q16 ⇒ For highway geometric design purposes the speed used is 98 ""percentile [other wrong options] [Discuss in forum] 15th percentile 50 ""percentile 85th percentile |
Q17 ⇒ The reduction in load carrying capacity at a
aradient of 1 in 20 is 0.1 [other wrong options] [Discuss in forum] 0.05 0.15 0.2 |
Q18 ⇒ Select the correct statement. Traffic capacity should always be more than traffic volume. [other wrong options] [Discuss in forum] Traffic volume should always be more than traffic capacity. Spot speed is the average speed of a vehicle at a specified section. 85th percentile speed is more than 98th percentile speed. |
Q19 ⇒ Mandatory signs are displayed on a disc
having a diameter of 60 cm [other wrong options] [Discuss in forum] 30 cm 50 cm 100 cm |
Q20 ⇒ Length of a vehicle affects extra width of pavement and minimum turning radius [other wrong options] [Discuss in forum] width of traffic lanes width of shoulders and parking facilities clearance to be provided under structures such as overbridges, under-bridges etc. |
Or |