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...


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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.<br>LINE<br>BEARING<br>DISTANCE<br>LATITUDE<br>DEPARTURE<br>A-B<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>S 10° 43' E<br>- 341.93<br>+ 64.71<br>C-D<br>348.00<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 A-B N 77° 38' E 907.00 + 194.25 + 885.95 В-С S 46° 20' W 249.00 - 171.92 - 180.12 S 10° 43' E - 341.93 + 64.71 C-D 348.00 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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