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BARC 2020: Transportation and surveying Nuclear Quiz 1
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Question 1
In a one way traffic, the speed of overtaking & overtaken vehicles are 65 kmph & 40 kmph resp. Avg acceleration is 0.92 m/s2. Determine the OSD. Take tR = 2sec.
Question 2
If the ruling gradient is 1 in 20, what is compensated gradient for a radius of 60m
Question 3
Estimate the basic capacity of a traffic lane at a speed of 60 kmph and assume the following :
All vehicles are of average length of 6.1 metres
Average reaction time is 2.5 seconds
Coefficient of longitudinal friction is 0.35
No gradient.
All vehicles are of average length of 6.1 metres
Average reaction time is 2.5 seconds
Coefficient of longitudinal friction is 0.35
No gradient.
Question 4
In a flexible pavement, actual wheel load is 3900 kg and standard wheel load is 9400 kg. The equivalency factor of that pavement is
Question 5
If is the angle of crossing, then the number of crossings 'N' according to right angle method is given by
Question 6
What is the angular error and the radius of the bubble if the deviation of the bubble is 3 div and the corresponding staff reading is 1.56 m. The true staff reading is 1.45 m with the staff held at a distance of 98 m away from the instrument.
Question 7
A survey was made with a chain 0.5 link two short and plotted to a scale of 1 cm = 300m. the plan now found to have shrunk so that a line originally 6 cm long was found 5.4 cm. If the area of the plan was measured and is 24.5 sq. cm. find the true area of the survey.
Question 8
In levelling, if the sum of back sight and fore sight is 1.365 and 0.875 m and reduced level of B.M. is 100 m. then reduced level of end point will be-
Question 9
The observation ray between two triangular stations A and B just grazes the sea. If the heights of A and B are 9000 metres and 3000 metres respectively, distance AB will be (diameter of earth 12880 km). Consider the effect of curvature only.
Question 10
During chaining along a straight line, the leader of the party has 4 arrows in his hand while the follower has 6. Distance of the follower from the starting point is
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Feb 4ESE & GATE CE