An existing tunnel needs to be connected to a newly constructed bridge with sag and crest vertical curves and a constant-grade section located between the two curves. The profile view of the tunnel and bridge is shown below, wherein Gcon denotes the grade of the constant-grade section, and subscripts "s" and "c" refer to the sag and crest curves, respectively. Suppose a design speed of 35 miles/hour is needed. Determine the lengths of curves required to connect the bridge and tunnel while keeping Gcon as small as possible.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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An existing tunnel needs to be connected to a newly constructed bridge with sag and crest
vertical curves and a constant-grade section located between the two curves. The profile view
of the tunnel and bridge is shown below, wherein Gcon denotes the grade of the constant-grade
section, and subseripts "s" and "c" refer to the sag and crest curves, respectively. Suppose a
design speed of 35 miles/hour is needed. Determine the lengths of curves required to connect
the bridge and tunnel while keeping Geon as small as possible.
Station 12 - 00, PVT
Bridge deck
elevation
140 ft
Tunnel fioor
elevation 100 ft
Station 0 00. PVc,
Design speed
(miles/hour)
Rate of vertical curvature (K)
Sag curves
Crest curves
pVIc PVT.
15
3
10
20
7
17
Ge
4= 140-1o0 =
25
12
26
40A
30
19
37
35
29
49
40
44
64
45
61
79
50
84
96
Transcribed Image Text:An existing tunnel needs to be connected to a newly constructed bridge with sag and crest vertical curves and a constant-grade section located between the two curves. The profile view of the tunnel and bridge is shown below, wherein Gcon denotes the grade of the constant-grade section, and subseripts "s" and "c" refer to the sag and crest curves, respectively. Suppose a design speed of 35 miles/hour is needed. Determine the lengths of curves required to connect the bridge and tunnel while keeping Geon as small as possible. Station 12 - 00, PVT Bridge deck elevation 140 ft Tunnel fioor elevation 100 ft Station 0 00. PVc, Design speed (miles/hour) Rate of vertical curvature (K) Sag curves Crest curves pVIc PVT. 15 3 10 20 7 17 Ge 4= 140-1o0 = 25 12 26 40A 30 19 37 35 29 49 40 44 64 45 61 79 50 84 96
Expert Solution
Step 1

Design speed =35 mile/hrFrom the given profile viewLs+Lc=12000

Assume Gcon as grade of constant grade section

G2s=G1C=GconG1S=G2C 0Gcon=As=Ac=A

Equation for vertical alignment

ALs200+ALc200+A1200-Ls-Lc100=140-100WKT ,  L=KA  Ls=KsA  and 2c=KcA

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