Given the following deflection angles of a closed traverse. Assume bearing of line AB is S 40° E. DEFLECTION ANGLES 85°20' L 10°11'R STATION A B 83°32' L D 63°27' L 34°18' L 72°56' L 30°45' L E F G a) Compute the total error of the deflection angle. b) Compute the bearing of line DE. c) Compute the bearing of line GA.

Q: A loop traverse ABCDE with a bearing on course DE of S 71 degree 42 minutes 15 seconds E, and the…

A: Given: ∠A=60°53'30''∠B=215°58'00''∠C=65°10'10''∠D=110°∠E=86°58'00'' To  find; Angular error  and…

Q: A N 65° E back tangent line intersects a S 85°E forward tangent line at point “PI.” The BC and the…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: Stationing of P.T. of a compound curve is at 15+ 480.14, 1= 30°, 12= 36°, D1= 4°, D2= 5°. What is…

A: It is required to determine the length of curve. Lc2I2=20D2Lc2=20×I2D2=20×36°5°=144 m It is required…

Q: 2 You are given a closed traverse ABCD with the observed whole circle bearings as given below. Line…

A: The difference between FB and BB of line should be equal to 1800 . If it is less than or greater…

Q: a. b. c. 120° Az 315° Az 245° Az

A: a120°Az is in 2nd coordinate:Bearing =180-120=60°so,Bearing =S 60 E

Q: Reduce the set of differential leveling notes in Table 2-11, and perform the arithmetic check.…

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Q: For angles use DMS. For distances go to two decimal places.  1. Based on the Right Triangle shown…

A: Given :- a right angle triangle with right angle at C.

Q: The deflection angles of two intermediate points A and B on a highway curve are 4015' and 9015…

A: Given data: Deflection angle at A=4°15'Deflection angle at B=9°15'Chort distance between AB=20…

Q: Line AP The following observations were taken from stations P and Q. Length (m) Bearings N 60° 30' E…

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Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

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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…

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.