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Current traffic pattern given as below.
ZONE DESTINATION
ZONE ORIGIN
1
2
3
450
400
320
220
200
150
300
500
TRAVEL TIME IN MINS
6
8
11
5
9
10
4
Future trips as follows
ZONE
TRIPS GENERATED
TRIPS ATTRACTED
3000
2600
2200
2500
3100
2400
Assume K=1 in all cases and F = 1/ (Time)2
Carry out trip distribution using gravity model up to two iterations.
In the context of Horizontal alignment, discuss how you will go about designing for Horizontal curvature, Plan transition curves and Superelevation
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Process design strategy define with example
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