a. Adjust the traverse using Compass Rule/Bowditch Rule (solution and tables for corrected latitude and departure must be shown) b. Determine the bearing of the lines using the computed latitude and departure. C. Draw the traverse using the computed bearing of the lines.

Q: Determine the whole circle bearing of line CD in degrees.

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Q: Latitude Departure ne Length(m) Calculated Bearing +N -s +E -W 13.20 17.42 10.00 13.90 11.55 66.07

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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…

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Q: 1. Using the information below, determine the following: a. Sketch of the traverse (label properly)…

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Q: An instrument was set up over TBM 1, and backsights onto point A before sighting onto B. The…

A: To Calculate :- The angle measured at point C (BCD)

Q: 4. Compute and tabulate for the following closed polygon traverse: a. Azimuths b. Bearings Include a…

A: To find the azimuths and bearings of the closed traverse and to include a sketch for the same.

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

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Q: The reduced bearing of 20 m long line is S30° E the latitude of the line is A 17.32 m north B с…

A: Length of the line L=20 mBearing S 30o ELatitude of the line = ?

Q: in the table provided. Point A: (x1, y1)=(2,3) Point B: (x2, y2)=(5,9) Point C: (x3, y3)=(8,7) Point…

A: Given co-ordinate of pointsA = (2 , 3) B = (5, 9) C = (8, 7)D = (4 , 4)E = (6 , 1)For the given…

Q: STA 8+50 elevation = 132.74 %3!

A: According to given datafor STA 8+50 Elevation=132.74STA 12+ 50 Elevation = 246.29To calculate the…

Q: Adjust the traverse using the TRANSIT RULE. Determine the following: a) Sketch of the traverse b.…

A: Disclaimer Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: The RL of a point is 120 m and elevation of the instrument is 1 m. If a contour line of 119 m is to…

A: Given -  RL of point = 120 m Elevation of the instrument (h) = 1 m Elevation of contour line from…

Q: An instrument is set over point “A" with a 5.45 ft. H.I. A vertical angle of -9°35'17" and a slope…

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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.