A backsight is taken on a benchmark of rod reading of 1.30 meters, vertical angle of 22° 30’, and slope distance distance from instrument of 57.6 m. A foresight is taken on a point A with rod reading of 0.80 m., vertical angle of 8° 15’, and a horizontal distance of 40.50 m from the instrument. If the height of instrument is 1.20 m. having a ground elevation of 537.98 m., determine the elevation BM and point A disregarding the effect of curvature and refraction.
A backsight is taken on a benchmark of rod reading of 1.30 meters, vertical angle of 22° 30’, and slope distance distance from instrument of 57.6 m. A foresight is taken on a point A with rod reading of 0.80 m., vertical angle of 8° 15’, and a horizontal distance of 40.50 m from the instrument. If the height of instrument is 1.20 m. having a ground elevation of 537.98 m., determine the elevation BM and point A disregarding the effect of curvature and refraction.
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 12P
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Question
A backsight is taken on a benchmark of rod reading of 1.30 meters, vertical
angle of 22° 30’, and slope distance distance from instrument of 57.6 m. A
foresight is taken on a point A with rod reading of 0.80 m., vertical angle of 8° 15’,
and a horizontal distance of 40.50 m from the instrument. If the height of
instrument is 1.20 m. having a ground elevation of 537.98 m., determine the
elevation BM and point A disregarding the effect of curvature and refraction.
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