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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb0bd69ac-88f2-4b79-9ed5-49ca8bac32c6%2F7b6f83e0-6aac-4b97-bc58-9dcb27c37ecb%2Fl7awb85_processed.jpeg&w=3840&q=75)
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
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Step 1
Assume Gcon as grade of constant grade section
Equation for vertical alignment
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