4. The observed magnetic bearings of a closed compass traverse are as follows: AB, Forward = N55 "30'E, Back = S55 45W: BC, Forward = S58 "40'E, Back = N58 "30'W; CD, Forward = 14°30'E, Back = N14 °00'W; DE, Forward = S77 °10'W, Back = N77 °10'E; and EA, Forward = N40 °20'W, Back = S40 °15'E. Determine the following: a. Misclosure of the given traverse b. Adjusted interior angle of station C C. adjusted forward bearing of line CD

Q: 1. Convert the following Azimuths to Bearings: a. 10° 20' b. 108° 46' c. 218° 07' d. 334° 35' e.…

A:

Q: 11. Determine the unknown bearings for the traverse courses shown in Figure A. 89°38' 96°11' N83…

A:

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:

Q: 2. Convert the following bearings to azimuths: a) N42°37'W b) N71°13'E c) S75°55'E d) S13°43'W e)…

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.