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Questions and Answers
Determine the bearing of course AB in DD MM SS format if the coordinates of point A are 1535 S, 1505 W and those of point B are 435 S, 900 W.
Determine the bearing of course AB in DD MM SS format if the coordinates of point A are 1535 S, 1505 W and those of point B are 435 S, 900 W.
What is the north azimuth of course AC in DD MM SS format?
What is the north azimuth of course AC in DD MM SS format?
Determine the coordinates of point C if the coordinates of point A are X=W200 and Y=N150.
Determine the coordinates of point C if the coordinates of point A are X=W200 and Y=N150.
Determine the clockwise angle BAC in DD MM SS format based on the given data.
Determine the clockwise angle BAC in DD MM SS format based on the given data.
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Should the survey be accepted if the closed traverse failed by W0.45' and the departures failed to close by N0.45' with a precision set at 1:10,000?
Should the survey be accepted if the closed traverse failed by W0.45' and the departures failed to close by N0.45' with a precision set at 1:10,000?
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What is the distance from point 6 to point 3?
What is the distance from point 6 to point 3?
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Study Notes
Test Problems - Surveying
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Problem 1 (Bearing): Given coordinates of points A and B (1535 S, 1505 W and 435 S, 900 W respectively), calculate the bearing of course AB in DD MM SS format. The bearing is N28°48'34"E.
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Problem 2 (Traverse): Data from an open traverse is provided (courses, bearings, and distances).
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Part A (Azimuth): Calculate the north azimuth of course AC in DD MM SS format. The answer is S2°54'38"E.
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Part B (Coordinates): Given coordinates of point A (X = W200, Y = N150), calculate the coordinates of point C. The results: X = W194.15, Y = S889.45.
Additional Problems
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Problem 3 (Clockwise Angle): Determine the clockwise angle BAC in DD MM SS format, given departure and latitude data (AB and AC). The angle is 70°46'49".
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Problem 4 (Traverse Closure): Latitude and departure errors in a closed traverse are provided. The sums of horizontal distances is 6125.85 ft, and precision is 1:10,000. Calculate the Linear Misclosure (LM) and determine if the traverse should be accepted. LM = 0.6364 ft. Precision is 1:9625. The survey should not be accepted.
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Problem 5 (Distance): Given azimuth and distance data for lines connecting points (e.g., from point 6 to 3), find the distance between point 6 and 3. The distance is 193.28 ft.
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Problem 6 (Polygon): A five-sided polygon has latitude and departure errors. The perimeter is 1478.94 ft. Calculate the latitude correction for course BC, given a measured length of 350.48 ft. Latitude Correction is +0.047 ft.
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Description
This quiz covers key problems in surveying, including bearings, traverses, azimuths, and angles. You'll tackle calculations related to coordinates and traverse closures, enhancing your understanding of surveying techniques and principles.
