A transition curve is required to connect two intersecting straights whose deflection angle (0) is DD° dd' dd" by a circular curve of radius XXX metre. The though chainage of the intersection point (IP) is YYYY metre and pegs required on the centre line of the road curve at exact 20 metre multiples of through chainage. Bearing from T, to IP and coordinates at IP given as BB° bb’ bb"
A transition curve is required to connect two intersecting straights whose deflection angle (0) is DD° dd' dd" by a circular curve of radius XXX metre. The though chainage of the intersection point (IP) is YYYY metre and pegs required on the centre line of the road curve at exact 20 metre multiples of through chainage. Bearing from T, to IP and coordinates at IP given as BB° bb’ bb"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Assignment 3 : Horizontal Curve Design
Question 1
A transition curve is required to connect two intersecting straights whose
deflection angle (0) is DD° dd’ dd" by a circular curve of radius XXX metre. The
though chainage of the intersection point (IP) is YYYY metre and pegs required
on the centre line of the road curve at exact 20 metre multiples of through
chainage. Bearing from T, to IP and coordinates at IP given as BB° bb’ bb"
and (Northing, Easting), respectively. While proposed design speed and
acceleration rate (a) are (SS)km/h and (AA) ms³, respectively. As a site
engineer you are required to prepare and verify the setting out data for the
proposed transition road curve design using tangential and chord distance
based on proposed design parameters given by project consultant.
1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe5bbdfe7-16b4-4bbc-8ef6-978d2a559350%2F5ac22ca3-2f46-4495-bf13-38659ff4c71c%2Fzizvzc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Assignment 3 : Horizontal Curve Design
Question 1
A transition curve is required to connect two intersecting straights whose
deflection angle (0) is DD° dd’ dd" by a circular curve of radius XXX metre. The
though chainage of the intersection point (IP) is YYYY metre and pegs required
on the centre line of the road curve at exact 20 metre multiples of through
chainage. Bearing from T, to IP and coordinates at IP given as BB° bb’ bb"
and (Northing, Easting), respectively. While proposed design speed and
acceleration rate (a) are (SS)km/h and (AA) ms³, respectively. As a site
engineer you are required to prepare and verify the setting out data for the
proposed transition road curve design using tangential and chord distance
based on proposed design parameters given by project consultant.
1
![Assignment 3 - Horizontal Road Curve Design Parameters for Question 1
Chainage
Deflection
Radius
Speed
Accelaration
Bearing T, to IP
Coordinates of IP
@IP
Angle (0)
(m)
(km/h)
Rate (ms)
(m)
dd
bb
Northing (m) Easting (m)
bb
YYYY
DD
dd
XXX
AA
BB
3210
15
20
500
80
0.3
111
5105.000
1895.000](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe5bbdfe7-16b4-4bbc-8ef6-978d2a559350%2F5ac22ca3-2f46-4495-bf13-38659ff4c71c%2Frjanedj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Assignment 3 - Horizontal Road Curve Design Parameters for Question 1
Chainage
Deflection
Radius
Speed
Accelaration
Bearing T, to IP
Coordinates of IP
@IP
Angle (0)
(m)
(km/h)
Rate (ms)
(m)
dd
bb
Northing (m) Easting (m)
bb
YYYY
DD
dd
XXX
AA
BB
3210
15
20
500
80
0.3
111
5105.000
1895.000
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