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Engineering · Civil Engineering
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The following data apply to a closed link traverse Compute preliminary azimuths, adjust them, and calculate departures and latitudes, misclosures in departure and latitude, and traverse relative precision. Balance the departures and latitudes using the compass rule, and calculate coordinates of points B, C, and D. Compute the final lengths and azimuths of lines AB, BC, CD, and DE. Station Measured Angle (to the Right) Adjusted Azimuth Measured Length (t) x(m) Y (n) 322 41 31 | 267.19.13 2.017.347 31 395.025 36 243 07 248, 59-20 258.93 10 29 24 97 41 92 03 2017.910 07 305.184 30 21 32 20

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