A surveyor uses an auto-level instrument to calculate the length of the sides of a traverse (horizontal distances) based on stadia method. Table below presents the upper, middle and lower crosshair readings. Determine the horizontal distances between the corners of this traverse. Point Upper stadia Middle stadia Lower stadia Distance (ft.) A 1.98 1.58 1.18 A 2.21 1.41 0.61 C 2.19 1.29 0.39 D 2.45 1.95 1.45 E 1.39 1.19 0.99
A surveyor uses an auto-level instrument to calculate the length of the sides of a traverse (horizontal distances) based on stadia method. Table below presents the upper, middle and lower crosshair readings. Determine the horizontal distances between the corners of this traverse. Point Upper stadia Middle stadia Lower stadia Distance (ft.) A 1.98 1.58 1.18 A 2.21 1.41 0.61 C 2.19 1.29 0.39 D 2.45 1.95 1.45 E 1.39 1.19 0.99
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:A surveyor uses an auto-level instrument to calculate the
length of the sides of a traverse (horizontal distances) based
on stadia method. Table below presents the upper, middle and
lower crosshair readings. Determine the horizontal distances
between the corners of this traverse.
Point Upper stadia Middle stadia Lower stadia Distance (ft.)
A
1.98
1.58
1.18
A
2.21
1.41
0.61
C
2.19
1.29
0.39
D
2.45
1.95
1.45
E
1.39
1.19
0.99
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