From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances (rn) АВ Due North 400.00 N 45° E S 60° E S 20° W S 86°59' W BC 800.00 CD 700.00 DE 600.00 EA 966.34 a) Compute the correction of latitude on line CD using transit rule. b) Compute the adjusted distance of line EA using transit rule. C) Compute the adjusted bearing of line CD using compass rule.

A closed traverse has the following data: Line Bearing Distance (m) AB N 30deg 30min W 56.50 BC N 75deg 30min W 47.80 CD S 45deg 30min W 85.70 DA Find the area of the traverse.

Azimuth Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DMD Method. Line Length Azimuth from South AB 867.460 m 284°12’ BC 1272.410 m 15°18’ CD Unknown 68°06’ DE Unknown 151°21’ EA 1391.17 m 264°51’ Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.