A closed traverse was surveyed and the resulting values of latitudes and departures were computed. Determine the correct bearing of line CD using compass rule. LINE BEARING DISTANCE LATITUDE DEPARTURE...


A closed traverse was surveyed and the resulting values<br>of latitudes and departures were computed. Determine<br>the correct bearing of line CD using compass rule.<br>LINE<br>BEARING<br>DISTANCE<br>LATITUDE<br>DEPARTURE<br>А-В<br>N 77 38' E<br>907.00<br>+ 194.25<br>885.95<br>В-С<br>S 46 20' W<br>249.00<br>- 171.92<br>180.12<br>C-D<br>S 10 43' E<br>348.00<br>- 341.93<br>+<br>64.71<br>D-E<br>S 84 43' W<br>523.00<br>- 48.16<br>520.78<br>E-A<br>N 37 01' W<br>444.80<br>+ 355.16<br>267.79<br>

Extracted text: A closed traverse was surveyed and the resulting values of latitudes and departures were computed. Determine the correct bearing of line CD using compass rule. LINE BEARING DISTANCE LATITUDE DEPARTURE А-В N 77 38' E 907.00 + 194.25 885.95 В-С S 46 20' W 249.00 - 171.92 180.12 C-D S 10 43' E 348.00 - 341.93 + 64.71 D-E S 84 43' W 523.00 - 48.16 520.78 E-A N 37 01' W 444.80 + 355.16 267.79

Jun 11, 2022
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