Question: Spiral Horizontal Curve Problem: Given: = 2 7 1 3 ' 0 0 ' ' Right D = 2 0 0 ' ( convert t

Spiral Horizontal Curve Problem:
Given:
=2713'00'' Right
D=200'( convert toR)
LS=250ft.
Sta. ?PI=57+73.92
N?PI=21,788.57,E?PI=18,476.32
AZ of Back Tangent =3125'15''(tangent before curves)
Spiral at both ends of circular curve
Find:
Needed Circular and Spiral Curve Elements:
R,C,L,S,x,Y,o,H
Stationing for:
Sta. of TS, SC, CS, ST
3. Curve Layout Deflection Angles and Chords for:
Sta. 51+00.00(on entrance spiral)
Sta. 58+00.00(on circular curve)
Sta. 64+00.00(on exit spiral)
4. Coordinates (N,E) for:
TS, SC, ST,
Sta. 51+00.00,
Sta. 58+00.00,
Sta. 64+00.00
5. Draw a neat sketch showing all given and found elements.
Spiral Curve Elements
Back Tangent AZ =
Point of Intersection, PI Sta. =
Deflection Angle at PI,=
Degree of Curve of Circular Curve, D=
Radius of Circular Curve, R=
Arc Length of Spiral, LS=
Average Degree of Curve, D/2=
Spiral Angle, S=(LS100)(D2)=
Spiral Angle at Any Point, P=(LPLS)2S
Interior Circular Curve Angle, C=-2S=
X position of SC
x=LS(100-0.0030462s2)(ft.),(LSin stations )
x=
Y position of SC
Throw of Circular Curve
o=Y-R(1-cosS)
o=
Tangent Length from TS to PI
H=x-RsinS+(R+o)tan(2)
H=
Curve Stationing and Coordinates
A. Preliminary PI Station
B. Sta. TS = Sta. PI -H=
C. Sta. SC=Sta.TS+LS=
D. Sta. CS=Sta.SC+L=
E. Sta.ST=Sta.CS+LS=
Curve Layout by Deflection Angles and Chords
Deflection angle to any point P on spiral
P=P3,(P for spiral )
Chord to any point P on spiral
cP=LP=Sta.P-Sta.TS
Deflection angle to any point P on circular curve
Spiral Horizontal Curve Problem: Given: = 2 7 1 3

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