Civil Engineering Survey Review, 3ed

A traverse is a series of consecutive lines or courses on which the lengths and directions have been determined. A traverse which comes back to its starting points is called a closed traverse. Closed traverses provide checks on the angles and distances. An open traverse is a series of lines which do not return to the starting point. Open traverses are sometimes used on route survey.
Meridian: The direction of a line may be expressed as an angle from an established reference line. This reference line is called reference meridian and may be expressed as one of the following:
Magnetic meridian (influenced by magnetic pole).
True meridian (passing the north and south pole).
Assumed meridian (arbitrarily chosen).
Bearing: The bearing of a line is the ACUTE horizontal angle between a reference meridian and the line.
Bearing AB: N 30 E
Bearing BA: S 30 W
Back Bearing of AB: S 30 W

Azimuth: Azimuth is angle measured clockwise from a reference meridian.
Azimuth is from 0 to 360 .
Azimuth AB (from the south): 30
Azimuth AB (from the north): 210

Back Azimuth AB (from the north): 30
Latitude: The projection of a course on the north-south direction.
Departure: The projection of a course on the east-west direction.
Latitude = L (cos ?)
Departure = L (sin ?)
L = length AB
? = bearing or azimuth

| Angle | Adjustment |
The first step in traverse calculation is to balance the angles. The sum of the interior angles of...