Solved question paper for SUR-2 May-2006 (DIPLOMA 4th)
Solved Question Paper
Surveying-2 May-2006
PSBTE • DIPLOMA • Cvil Engineering • 4th • May-2006
SUR-2 Surveying-2 for Punjab State Board of Technical Education, Diploma in Engineering, Civil Engineering 4th semester helps students find subject-wise previous year question papers for revision and practice. These papers are useful for understanding the exam pattern, repeated questions, and the kind of important topics usually asked in theory exams. BRpaper collects question paper references to make it easier to study by semester and subject. It is not the official website of the university or board, and students should use it as a preparation resource for finding old question papers and improving exam readiness.
Solved Questions
Solved-
Traversing is the method of plane tabling.Fill in the Blanks May-2006 • PSBTE DIPLOMA
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The contour lines cross one another in case of ____.Fill in the Blanks May-2006 • PSBTE DIPLOMA
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May 2022 Contour line cross one another in case of _______.
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May 2018
Contour line cross each other in case of ………….. .
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May 2017 Contour lines cross each other in the case of __________.
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Dec 2017
Contour lines cross each other in the case of ……….
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The line of collimation ____ be perpendicular to the vertical axis.Fill in the Blanks May-2006 • PSBTE DIPLOMA
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May 2019 The line of collimation should be perpendicular to the ________.
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May 2018
The line of collimation ……………. be perpendicular to the vertical axis
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Dec 2018
The line of collimation ________ is perpendicular to vertical axis.
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Dec 2017
The line of collimation should be perpendicular to the ……………………………………
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May 2009 The line of collimation should be perpendicular to the vertical axis.
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May 2005 The line of collimation should be perpendicular to the vertical axis.
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The necessity of providing a simple circular curve on a route is to change the ____.Fill in the Blanks May-2006 • PSBTE DIPLOMA
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May 2015 The necessity of providing a simple circular curve on a route is to change the __________.
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Tangent clinometer is used mostly along with ____.Fill in the Blanks May-2006 • PSBTE DIPLOMA
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May 2017
A tangent clinometer is used with………..
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May 2017 A tangent clinometer is used with __________.
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May 2010 Give the uses of tangent clinometer.
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The plane table surveying is less costly than theodolite surveying.True / False May-2006 • PSBTE DIPLOMA
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When several contours coincide, they indicate a vertical cliff.True / False May-2006 • PSBTE DIPLOMA
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Dec 2008 When several contours coincide, they indicate a over-hanging cliff.
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Face right and face left observations eliminate eccentricity errors.True / False May-2006 • PSBTE DIPLOMA
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The magnitude of super elevation depends upon both speed of vehicle and radius of curve.True / False May-2006 • PSBTE DIPLOMA
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Dec 2008 The magnitude of super-elevation depends upon speed of vehicle.
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Abney level is used for measuring horizontal angles.True / False May-2006 • PSBTE DIPLOMA
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May 2017
Abney level is used in Horizontal angle.
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May 2017 Abney level is used in horizontal angle.
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May 2009 Abney level is used for measurement of horizontal angle.
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The operation of setting plane table such that all lines on the paper are parallel to the corresponding lines on the ground is termed as _____.MCQ May-2006 • PSBTE DIPLOMA
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In case of a ridge, the higher values of contours are the bend _____.MCQ May-2006 • PSBTE DIPLOMA
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Plotting by coordinates is ____ than plotting by directions and lengths.MCQ May-2006 • PSBTE DIPLOMA
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May 2019 Plotting of traverse by co-ordinates is ________ than by plotting by direction length.
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A simple circular curve is designated by _____.MCQ May-2006 • PSBTE DIPLOMA
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May 2018
A simple circular curve is designated by …………….
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Dec 2018
Simple circular curve is designated by angle subtended at the centre by a chord of _______
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May 2007 Fill in the blank: A simple circular curve is designated by _________.
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May 2005 A simple circular curve is designated by degree of curve.
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Pentagraph is used for _____.MCQ May-2006 • PSBTE DIPLOMA
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Dec 2011 For what purpose pentagraph is used?
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Name the various operations in plane table surveying.Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
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Define two point problem.Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
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May 2005 Define three point problem.
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Define contour interval and horizontal equivalent.Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
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May 2019 Distinguish between contour interval and horizontal equivalent.
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May 2010 What is horizontal equivalent of contours?
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May 2007 What do you understand by contour interval and horizontal equivalent?
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May 2005 Define horizontal equivalent of contour.
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Draw contours with assumed values to represent a pond.Long Answer 3 Marks May-2006 • PSBTE DIPLOMA
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May 2016 Draw the contours and section of a pond and give its characteristics.
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Dec 2007 Sketch the contours of a pond.
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Give the factors upon which contour interval depends.Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
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May 2015 Define contour interval. Give factors on which it depends.
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Define centering and transiting in theodolite surveying.Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
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Name fundamental lines of a transit theodolite.Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
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May 2022 What are the fundamental lines or axis of theodolite? Write their fixed relationships.
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May 2005 What are the fundamental lines of a theodolite?
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How is a line prolonged by Fore sight method in theodolite surveying?Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
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May 2022 How will you prolong a straight line with a theodolite in forward direction?
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May 2022 How will you prolong a straight line using theodolite?
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May 2019 How will you prolong a straight line with a theodolite?
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Dec 2017
How will you prolong a straight line with a theodolite?
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May 2015 How will you prolong a straight line with a theodolite?
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May 2010 How can a line be extended with a theodolite?
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Name elements of a simple circular curve.Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
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May 2022 Name the various elements of simple circular curve.
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May 2022 Explain the elements of a circular curve with neat sketch.
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May 2017 Write down the element of a simple circular curve.
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May 2007 List the elements of simple circular curve.
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Dec 2007 Name elements of a simple circular curve. Define any one.
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Define transition curve.Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
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Dec 2008 The transition curve can be set out by
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May 2005 The transition curve can be set out by ______.
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What is super elevation?Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
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May 2022 Define Super elevation.
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Give the uses of planimeter.Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
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Dec 2018
Explain briefly description & use of planimeter with sketch?
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May 2010 What is a planimeter?
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May 2007 What is the use of planimeter?
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Dec 2007 Explain the working of a planimeter.
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May 2005 What is the use of a planimeter?
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It was impossible to observe the length and bearing of a line AB directly and the following observations were made from two stations P and Q. Line Length in metres Bearing: PA = 418, S 65°-30' W; PQ = 1050, N 25°-12' E; QB = 400, N 75°-54' W. Calculate the length and bearing of AB.Long Answer 10 Marks May-2006 • PSBTE DIPLOMA
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Give the various characteristics of contours.Long Answer 10 Marks May-2006 • PSBTE DIPLOMA
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May 2022 Describe with neat sketches the characteristics of contours.
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May 2022 What are the characteristics of contour? Explain with neat sketches.
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May 2021 What are the characteristics of contour? Explain in detail using sketches.
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May 2021 Write a short note on characteristics of contours with suitable diagrams.
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May 2020 What are the characteristics of contour? Explain in detail using sketches.
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May 2019 Describe with neat sketches the characteristics of contours.
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May 2018
What are characteristics of contour?
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May 2015 Describe with neat sketches the characteristics of contours.
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Dec 2011 Discuss the characteristics of contours.
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May 2010 What are different characteristics of contours?
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Dec 2008 List any four characteristics of contours.
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May 2007 Explain the various characteristics of contours.
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Explain how the bearing of a line is measured with a transit theodolite.Long Answer 10 Marks May-2006 • PSBTE DIPLOMA
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May 2015 Explain how you will measure the bearing of a line with theodolite.
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A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the tangent length.Short Answer 10 Marks May-2006 • PSBTE DIPLOMA
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May 2009 A simple circular curve of radius 350 m connecting two straight lines with deflection angle 60° is to be laid out. If chainage of point of intersection is 1305.5 m, find tangent length, length of curve, and chainage of commencement and end of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the length of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the degree of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the chainage of point commencement of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the chainage of end of curve.
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A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the length of curve.Short Answer 10 Marks May-2006 • PSBTE DIPLOMA
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May 2009 A simple circular curve of radius 350 m connecting two straight lines with deflection angle 60° is to be laid out. If chainage of point of intersection is 1305.5 m, find tangent length, length of curve, and chainage of commencement and end of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the tangent length.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the degree of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the chainage of point commencement of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the chainage of end of curve.
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A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the degree of curve.Short Answer 10 Marks May-2006 • PSBTE DIPLOMA
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May 2009 A simple circular curve of radius 350 m connecting two straight lines with deflection angle 60° is to be laid out. If chainage of point of intersection is 1305.5 m, find tangent length, length of curve, and chainage of commencement and end of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the tangent length.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the length of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the chainage of point commencement of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the chainage of end of curve.
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A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the chainage of point commencement of curve.Short Answer 10 Marks May-2006 • PSBTE DIPLOMA
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May 2009 A simple circular curve of radius 350 m connecting two straight lines with deflection angle 60° is to be laid out. If chainage of point of intersection is 1305.5 m, find tangent length, length of curve, and chainage of commencement and end of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the tangent length.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the length of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the degree of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the chainage of end of curve.
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A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the chainage of end of curve.Short Answer 10 Marks May-2006 • PSBTE DIPLOMA
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May 2009 A simple circular curve of radius 350 m connecting two straight lines with deflection angle 60° is to be laid out. If chainage of point of intersection is 1305.5 m, find tangent length, length of curve, and chainage of commencement and end of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the tangent length.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the length of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the degree of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the chainage of point commencement of curve.
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FAQ
Frequently Asked Questions
Answers about this subject, solved papers, and preparation.
01 Where can I find SUR-2 Surveying-2 previous year question papers?
You can use this subject page to look for SUR-2 previous year question papers for the 4th semester Civil Engineering diploma.
02 Are subject-wise question papers available for this semester?
Yes, this page is meant to help students find subject-wise papers for SUR-2 and other 4th semester Civil Engineering subjects.
03 Can I download SUR-2 question papers in PDF format?
If a PDF version is available on the page, students can use it for revision and practice. Availability may vary by paper.
04 Will I find solved question papers or answer keys here?
This page is mainly for previous year question papers and preparation material. It does not guarantee solved papers or answer keys.
05 How do these papers help in exam preparation?
They help you revise important topics, understand the question pattern, and practice repeated questions before the exam.