highway and airport engineering

14
06/09/22 Introduction 1 GEOMETRIC DESIGN OF HIGHWAYS By Dr. MANAL ABD ALLA

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Page 1: Highway and Airport Engineering

04/11/23 Introduction 1

GEOMETRIC DESIGN OF HIGHWAYS

ByDr. MANAL ABD ALLA

Page 2: Highway and Airport Engineering

Chapter1Introduction

04/11/23 Basic Design Control 2

Page 3: Highway and Airport Engineering

Definitions:

Geometric design: pertains to the design of the visible features of the highway

Design Controls: They are the factors affecting the different geometric design elements of highways.

04/11/23Introduction

3

Page 4: Highway and Airport Engineering

GEOMETRIC DESIGN COURSE CONTAINS:

Chapter 1:Introduction.Chapter 2:Basic Design

Control.Chapter 3:Sight Distance.Chapter 4:Horizontal

Alignment.Chapter 5:Vertical Alignment.Chapter 6:Cross-sectional

elements.Chapter 7:Highway

Intersections.

04/11/23 Basic Design Control 4

Page 5: Highway and Airport Engineering

Chapter 2Basic Design

Control

04/11/23 Basic Design Control 1

Page 6: Highway and Airport Engineering

Basic Design Control

04/11/23 Basic Design Control 2

Page 7: Highway and Airport Engineering

Primary Control

04/11/23 Basic Design Control 2

1-Highway Classification

Page 8: Highway and Airport Engineering

04/11/23 Basic Design Control 3

Primary Control( Cont.)

The nature of the surrounding topography and land use may govern in many cases the choice of best alternative of highway location.

It also governs highway slopes, drainage, speed, …

2-Topography

Page 9: Highway and Airport Engineering

04/11/23 Basic Design Control 4

Primary Control (cont.)

Traffic VolumeAverage Daily Traffic (ADT), AWDT,AMDT, AADT. Design Hourly Volume (DHV) = k × ADT

Rural: K=11-20%, Urban: K=7:18% Traffic Composition

Percent of non passenger cars (T)

Vehicle Type Equivalent Factor

PCBusSUT

TrailerHand Driver

Car

12

2.53.56

3-Traffic Data: It must include volume, Composition, and projection

Page 10: Highway and Airport Engineering

04/11/23 Basic Design Control 5

Traffic Projection Normal Growth, Generated, Attracted, Developed.

Primary Control (cont.)

Current

Developed GeneratedAttracted

N.Growth

Total

Future ADT = Current ADT (1+ TPF)

Page 11: Highway and Airport Engineering

04/11/23 Basic Design Control 6

1-Speed(Distance over time……..mph,kph,

ft/sec.)Running speed: Distance / overall time.Operating speed: The highest overall speed

in such a way it is not greater than the design speed.

Design speed: The speed selected for design of highway elements.

- It is the max. safe speed- It is the speed that at least 95% of

the drivers use speed less than or equal to it.

Dependent Control

Page 12: Highway and Airport Engineering

04/11/23 Basic Design Control 7

Dependent Control (cont.)

2-Design Vehicle Is that vehicle selected to represent all vehicles on the highway

Types: - Passenger Car (PC)

- Single Unit Truck (SUT)

- Bus

- Semitrailer Combination (WB-40)

- Semitrailer Combination (WB-50)

- Semitrailer Fulltrailer (WB-60)

Single Unit Truck (SUT) is the type of the vehicle considered according to Egyptian Specifications

Page 13: Highway and Airport Engineering

Dependent Control (cont.)

PC SUT BUS WB-40 WB-50 WB-60

Min.Turning

7.3 12.8 12.8 12.2 13.7 13.7

Min.Inside

4.7 8.7 7.1 6.1 6.0 6.9

04/11/23 Basic Design Control 8

2.6 m

9.1m

13.4 m Max.

8.7 m Min.

12.8 m Turning

SUT

Turning Radii

Design Vehicle

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04/11/23 Basic Design Control 9

Design Designation

They are the major controls for which a given highway is designed

Design Year ( Ex. 20 Years Ahead) Current ADT Future ADT DHV Directional Distribution (D) % Truck (T) Design Speed (V) Control of Access ( None, Partial, or Full) Design Level of Service (A, B, C, D, or E)