A preliminary highway location has been made by locating tangents. Deflection angles have been measured at each Pl, and the station number of each Pl has been established by measuring along the tangents. Circular curves have not been located, but the degree of curve has been established for each curve. The beginning point is at sta 0+000. Using these data, make necessary computations to establish stations for PCs and PTs of the curves and for the end of the line. PI No. / Original Station / Deflection Angle / Degree of Curve 1 0+315.53 13° 24' R 1°30' 2 1 + 101.93 15° 18' L 2°30 3 1 + 614.87 18° 05' R 3°00' end 1 +869.18 end of line
A preliminary highway location has been made by locating tangents. Deflection angles have been measured at each Pl, and the station number of each Pl has been established by measuring along the tangents. Circular curves have not been located, but the degree of curve has been established for each curve. The beginning point is at sta 0+000. Using these data, make necessary computations to establish stations for PCs and PTs of the curves and for the end of the line. PI No. / Original Station / Deflection Angle / Degree of Curve 1 0+315.53 13° 24' R 1°30' 2 1 + 101.93 15° 18' L 2°30 3 1 + 614.87 18° 05' R 3°00' end 1 +869.18 end of line
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![A preliminary highway location has been made by locating tangents. Deflection angles have been
measured at each Pl, and the station number of each Pl has been established by measuring along
the tangents. Circular curves have not been located, but the degree of curve has been established
for each curve. The beginning point is at sta 0+000. Using these data, make necessary
computations to establish stations for PCs and PTs of the curves and for the end of the line.
PI No. / Original Station / Deflection Angle / Degree of Curve
1
0+315.53
13° 24' R
1°30'
2
1 + 101.93
15° 18' L
2°30
3
1 + 614.87
18° 05 R
3°00'
end
1 +869.18
end of line](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F892ef618-d36d-4b8e-a207-4c7093750936%2F18637e60-c863-48c5-8f3c-dec6212fbae5%2Ffwfn05_processed.png&w=3840&q=75)
Transcribed Image Text:A preliminary highway location has been made by locating tangents. Deflection angles have been
measured at each Pl, and the station number of each Pl has been established by measuring along
the tangents. Circular curves have not been located, but the degree of curve has been established
for each curve. The beginning point is at sta 0+000. Using these data, make necessary
computations to establish stations for PCs and PTs of the curves and for the end of the line.
PI No. / Original Station / Deflection Angle / Degree of Curve
1
0+315.53
13° 24' R
1°30'
2
1 + 101.93
15° 18' L
2°30
3
1 + 614.87
18° 05 R
3°00'
end
1 +869.18
end of line
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