TRAVERSE. A five-sided closed tra- angle to follows; 5. ANGLE то THE RIGHT proceeds in a clockwise direction and the right at verse the each station were observed as A=270° 45', Determine B=268 43', C=203° 22', D=256° 20', and E=260° 25'. Adjust the the error in the sum of the angles. angular values observed on the assumption that the error is the same for each angle. Tabulate all observed and ad'justed values accordingly.
TRAVERSE. A five-sided closed tra- angle to follows; 5. ANGLE то THE RIGHT proceeds in a clockwise direction and the right at verse the each station were observed as A=270° 45', Determine B=268 43', C=203° 22', D=256° 20', and E=260° 25'. Adjust the the error in the sum of the angles. angular values observed on the assumption that the error is the same for each angle. Tabulate all observed and ad'justed values accordingly.
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter14: Highway Surveys And Location
Section: Chapter Questions
Problem 5P
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Transcribed Image Text:5. ANGLE To THE RIGHT TRAVERSE. A five-sided closed tra-
proceeds in a clockwise direction and the angle to
verse
the right at each station were observed as follows;
A=270° 45', B=268° 43', C=203° 22', D=256° 20', and E=260° 25'.
Determine
the error in the sum of the angles. Adjust the
angular values observed on the assumption that the error is
the same for each angle. Tabulate all observed and ad'justed
values accordingly.
550
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