traverse are as follows: AB= 202.74, BC=285.87, CD=499.37, DE=321.33, and EA = 382.78. (Note: Assume units of feet for all distances.) The preliminary azimuths obtained after balancing the angles are as follows: AB= 138° 16'27", BC = 67°02′46", CD= 354°22'24", DE = 256° 13'01", EA = 185°29′20" ▾ Compute the departures of the sides. Express your answers in feet to five significant figures and separated by commas. AB, BC, CD, DE, EA = Part B 195| ΑΣΦ. 41 Ivec 3 Compute the latitudes of the sides. Express your answers in feet to five significant figures and separated by commas. AB, BC, CD, DE, EA = 195] ΑΣΦ | 11 | vec 4 ? ? ft, ft, ft, ft, ft ft, ft, ft, ft, ft

Q: 1) Compare and contrast: a. Differential leveling and trigonometric leveling b. Trunnion axis and…

A: Compare and contrast A.  Differential leveling is used to find out the elevation between 2 points…

Q: Question 6 Lay out the traverse for the following. Does it close? What is the angular error? Station…

A:

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: 3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted…

A: Data givenFind:(a) Angular error(b) Traverse accuracy(c) Adjusted coordinate(d) Adjusted distance(e)…

Q: Given a closed clockwise traverse ABCD. The Azimuth of AB is 0°00'00". The sides AB, BC, CD, and DA…

A: As per our company guidelines we are supposed to answer ?️only first 3️⃣ sub-parts. Kindly repost…

Q: Please answer letter a. Compass rule , In EF  length 1127.26

A: To find corrected latitude and departure

Q: Surveying Question: A three sided closed traverse returns to the same point. The details of the…

A: Measured values of exterior angles of closed triangular traverse are given

Q: From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances…

A:

Q: A four-sided figure in which the sum of the interior angles = 360°-00¹-08" was completed. What…

A:

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.