a. Compute the latitude and departure of each course. b. Compute the length of the linear error of closure, bearing of the side of error and the relative precision of the measurements. c. Compute the adjusted latitude, departure, distance and bearing using COMPASS AND TRANSIT RULE and tabulate the values accordingly.

Q: A parcel of land has been surveyed in the field and the lengths and bearings of the various sides…

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Q: I would like an example of how to calculate the bearing and the distances. I can't seem to figure…

A: Information required: Northing represents latitude and Easting represents departure. Given:  For…

Q: Q1) In the closed traverse ABCDEA, both the tying up triangles and the side lengths of the polygon…

A: First find out the latitude & departure of the given lines. Latitude say  L = lcosθ &…

Q: Given the three-wire leveling note below, find the elevation of BM2 and perform the customary…

A: Given: The data for the three-wire levelling is given as: To Determine: The elevation of BM2 and…

Q: Note: Construct separate table for Compass and Transit Rule. Course Bearing Distance (m) 1-2 N 20° E…

A: Multiple questions

Q: Fundamentals of Surveying: Please show your solution. A line with bearing, S 9° 45' W intersects…

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Q: 6.1 The bearing of line AB is N Blank 1° E. 6.2 The interior angle at C is Blank 2°. 6.3 The north…

A: 6.1 Bearing of line AB = 180° - 46°09'+110°26' = 23°25' = 23.416° 6.2 Bearing of line BC = 180° -…

Q: A traverse has the following data: LINE LENGTH BEARING AB 33.48 N 73 23' E BC 8.11 S 39 30' E CD…

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Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.