Compass Survey PYQs, Gujarat Civil Engineering Class 3 MCQs

The closing error in a closed traverse is adjusted by

A) Bowditch’s rule

B) Slide rule

C) Lehman’s rule

D) Vernier rule

A) Bowditch’s rule


A prismatic compass gives _____ bearing of a survey line.

A) QB

B) WCB

C) QB and WCB

D) None of above

B) WCB


A tie line is run

A) to check the accuracy of field work

B) parallel to the survey line

C) to locate details which are away from the chain line

D) between main survey lines

C) to locate details which are away from the chain line


For taking offsets with an optical square on the right hand side of the chain line, it is held

A) by left hand up side down

B) by right hand upright

C) by left hand upright

D) by right hand upside down

C) by left hand upright


For a closed traverse of 8 sides, the sum of external angle is

A) 360°

B) 720°

C) 1140°

D) 1800°

D) 1800°


Whole circle bearing of a line is 330°30′. What is the value in terms of quadratal bearing ?

A) N 29°30′ W

B) N 150° W

C) S 60°30′ W

D) None of above

A) N 29°30′ W


Temporary adjustment of a prismatic compass are

A) centering

B) adjustment of levels

C) adjustment of needle

D) adjustment of vane

A) centering


Relative closing error is equal to

A) P/e

B) e/P

C) P × e

D) P + e

B) e/P


The two point problem and three point problem are methods of

A) resection

B) orientation

C) traversing

D) resection and orientation

D) resection and orientation


In a prismatic compass, the zero is marked on the

A) North end

B) South end

C) East end

D) West end

B) South end



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