1.4. Calculate & assess the linear misclose 1.5. Adjust the traverse for the linear misclose

4010 4000 3990 3980 3970 3960 3950 3940 900 Station D 920 940 Station C 960 Unadjusted Traverse 980 Station A 1000 1020 Station B 1040 To From Station Station A B B C D D A A B SCENARIO 1 Coordinate Data Station Easting (m) Northing (m) A 1000.000 4000.000 Horizontal Angle & Distance Observations Bearing HA Observation Distance (m) 13016'12" 12552'22" 100.000 712902" 51.200 87.589 11357'49" 4840'27" 49.64 Note Datum bearing ABC angle BCD angle CDA angle DAB angle 4010 4000 3990 3980 3970 3960 3950 3940 900 Station D 920 940 Station C 960 Unadjusted Traverse 980 Station A 1000 1020 Station B 1040 To From Station Station A B B C D D A A B SCENARIO 1 Coordinate Data Station Easting (m) Northing (m) A 1000.000 4000.000 Horizontal Angle & Distance Observations Bearing HA Observation Distance (m) 13016'12" 12552'22" 100.000 712902" 51.200 87.589 11357'49" 4840'27" 49.64 Note Datum bearing ABC angle BCD angle CDA angle DAB angle