Plan transition curves and superelevation, Strategic Management

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Current traffic pattern given as below.

ZONE DESTINATION

ZONE ORIGIN	1	2	3
1	450	400	320
2	220	200	150
3	300	200	500
	TRAVEL TIME IN MINS 1	2	3
1	6	8	11
2	8	5	9
3	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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