CE 2131 PRACTICE PROBLEM ON CLOSED TRAVERSE. Determine the adjusted bearings of the following traverse. Problem 1 Line 1-2 2-3 3-4 4-5 5-1 Forward Bearing N 30°30'W S 80°45'W S 53°00'W S 13°00'W N 66°30'E Back Bearing S 32°15'E N 82°45'E N 50°15'E N 11°30'E S 69°30'W

Q: 5-6. PROBLEMS, (cont.) 5-8. Calculate the bearing and distance of course E-F. Ans.: 5-9. a. b. C. d.…

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Q: 64.41m. and the elevation of point K is 320m. above mean sea level. If the height of the instrument…

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Q: Q4: a. The following readings were observed successfully with a leveling instrument. The instrument…

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Q: X8-6. The following deflection angles were measured in a traverse that originates at station A with…

A: Given: Station From To Measured Deflection Angle A R B 86o16' R B A C 26o20' R C B D 46o40'…

Q: Observed Bearings Computed Sta Internal Angle Adjusted Values Corr Interior Forward Back Bearing…

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Q: 400 N DY 2 m A 300 N 2 m B 250 N 200 N

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Q: Station Line Length (Ft) Interior Angles A 89°30'30" AB 447.60 B 89°30'30" BC 180.00 C 89°45'45" CD…

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Q: Determine the angles subtended for the following conditions:(a) a 1/8-in. tack sighted by the total…

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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.