Solve for the area of the given traverse using Double Meridian Distance Method. B Not to Scale S 49° 38'E 810.76ft N 55 37'E 567.34 ft A Lot 1 Tract No.2 C N E Consider necessary adjustments to close the traverse. M.92 922.75ft 588.16ft 411.72ft N 39 22'W N 18 53'W

Q: A survey was laid out as follows: a. Line AB has a bearing of S14°26'12"E b. At B, point C was…

A:

Q: 3. Determine elevations (3 decimals) on the tangents at: a) sta. 136+ 111 b) sta. 136+321 G) sta.…

A: The grade of back tangent, g1 =-3.7%The grade of forward tangent, g2 =+0.9%The elevation of station…

Q: A closed traverse of a triangular lot is tabulated as shown. LINES BEARINGS DISTANCE АВ N 60°30'W…

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Q: 19. The distance between Sta. 32+ 45.2 and Sta. 40 + 60.5 of a survey is A. 7305.7 ft. B. 905.7 ft.…

A: Given Data Two stations are given in the question. Station 1 = 32+45.2 Station 2 = 40+60.5 We are…

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…

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Q: A chain BAC crosses a river, A and C being on the near and far end of the river respectively.…

A: Draw the figure.

Q: 6] If the magnetic declination is 5deg 30min W during the time of the survey, what is the true…

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Q: true bearing, true north azimuth, and true south azimuth

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

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.