This document outlines the planning and design of a bypass for Guna Town in India. It includes objectives to reduce travel time and provide a safe, efficient transportation system. Various alignment options for the bypass are analyzed using GIS software. Traffic and pavement design data are collected, such as traffic volume, speed surveys, and soil testing. A four-lane divided carriageway with shoulders is designed. The design includes horizontal curves, cross-sections, drainage, signs, and other traffic and safety features. Construction of the bypass will improve traffic flow, safety, and transportation in and around Guna Town.

1. Planning and Design of
Bypass for Guna Town
Final year Project 2010-2014
Ajitesh Gupta (101505)
Ankesh Singh (101511)
Brijbhan Lodha (101520)

2. Introduction

3. Objectives

4. Guna Layout Map

5. Guna Topographic Map
(Contour)

6. Raster Layers

7. Vector Layer

8. Bypass Alignment
(ArcGIS)

9. Alignment1

10. Alignment 2

11. Alignment 3

13. Traffic Volume Count

14. Spot speed survey

15. Spot Speed Survey

16. Axle Load Survey

17. Axle Load Survey Bus
Multi
axle+Truck
trailor
Truck

18. Design Data
 Four lane divided (dual carriageway)national highway
 Initial Traffic 4528 cvpd/day
 Design life 15 years
 C.B.R. of sub grade soil = 3.6%
 C.B.R. of Compacted 500mm borrow material = 10%
 Effective C.B.R = 7%
 Traffic growth rate = 8%
 Vehicle damage factor = 4.5 (Table 1-IRC 37:2012 since
CVPD>1500)

19. Pavement Design

20. Pavement catalogue

21. Pavement Composition
90 msa ( 4 – lane dual carriageway)
•Pavement thickness and composition (from fig 4.1
and fig 4.2) for Effective CBR = 7% , 90 msa and with
a life period of 15 years.
•Total pavement thickness = 644 mm
•Thickness of BC = 48 mm
•Thickness of DBM = 116 mm
•Thickness of Base = 250 mm
•Thickness of sub base = 230 mm

22. Carriageway width
 For divided 4-lane dual carriageway
 Carriageway width = 7.5 m each
 Shoulder width = 2.5 m
 Median = 5.0 m
 Right of Way (R.O.W) = 45 m
 Acquired Land Width = 45 m
 Building line to building line distance : 80 m
 Control line to control line distance : 150 m

23. Horizontal curves and Cross-
sections Section 1-2

24. Horizontal curves and Cross-
sections Section: 3-4

25. Horizontal curves and Cross-
sections Section: 3-4

26. Horizontal curves and Cross-
sections Section: 3-4

27. Project Facilities
 Toll plaza
 Highway lighting
 Traffic signs and pavement markings
 Arboriculture & landscaping
 Traffic safety measures
 Illumination
 Drainage system

28. CONCLUSIONS
• Bypasses are divided or undivided are rural highways classified under National Highways
or through traffic with partial or full control of access and generally with grade separation
at major intersections.
• After the construction of bypass for Guna Town, the main objectives like reduction in
travel time, easy, safe , efficient and economic transportation system is achieved. LCV
(light commercial vehicle) and HCV (Heavy commercial vehicle) will experience much
easy maneuver and reduced vehicle operating costs.
• Bypasses are good because they reduce the amount of traffic in the centre where the
people live and work. It makes it much safer for them to cross the roads, and reduces
pollution. It is better for the vehicles passing the town because their journey is made quicker.
• Development of the proposed bypass will open up the gates of easy and smooth flow of
traffic especially commercial vehicles, via Guna on A.B.Road.
• In case of emergency and defense purposes, this bypass can be used as a major mode of
transportation to serve the country.