Civil Engineering Survey Review, 3ed

Chapter 3: Traverse

Overview

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:

  1. Magnetic meridian (influenced by magnetic pole).

  2. True meridian (passing the north and south pole).

  3. 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...

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