docs.google.com/forms/d/e/1FAlpQLSfi From the following closed travers Compute the distance of the missing side LINES AZIMUTH DISTANCES A-B 1200 m B-C 1400m 00000 C-A 1. Compute the azimuthof the missing side. (Format: 000deg00min) 00-numerical values * LINES AZIMUTH DISTANCES A-B B-C 100m, 0000 100m, C-A Back Next

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Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.