Given the tabulated measurement of a closed traverse with unknown length and azimuth of line DE, determine the following: a.) The Latitude and Departure of each Line. (10 Points) b.) The Length of Line DE. (1 Point) c.) The Azimuth of Line DE. (1 Point) d.) The Bearing of each Line. (5 Points) e.) Plot the Traverse. (5 Points) Line Azimuth from North Length 453.730 m 486.080 m АВ 112°06' ВС 178°50' CD 398.270 m 290°30' DE Unknown Unknown EA 400.150 m 75°42'

Q: A closed traverse has the following lengths and bearings: The length CD could not be measured due to…

A: Given Data Closed Traverse  Bearing-AB is roughly east.  Determine the length of CD and bearing of…

Q: a.) AZIM, of line EF = 138°32' b.) AZIM, of line FG = 321°24' c.) AZIM, of line GH = 214°51'

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: Along one bank of a river with parallel banks, a surveyor lays off a base line AB 600.00 m long.…

A: Given that  AB = 600.00m ∠BAC=62°5'18"∠ABC=81°34'42" let us make a Line CD perpendicular to line AB…

Q: An instrument was set up over TBM 1, and backsights onto point A before sighting onto B. The…

A: To Calculate :- The angle measured at point C (BCD)

Q: 2. The lost ABCDEFGH is a closed traverse (clockwise) in the form of a regular octagon. If the…

A: according to bartleby policy I can answer first 4 questions only. please re-upload the remaining…

Q: Adjust the traverse using the TRANSIT RULE. Determine the following: a) Sketch of the traverse b.…

A: Disclaimer Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: Compute the latitudes and departures for the sides of the traverse shown in the figure. Determine…

A: calculate all the bearings of all three stations:

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.