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You are watching: Principles of highway engineering and traffic analysis 5th edition

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The best-selling principles of Highway Engineering and Traffic analysis provides the depth of coverage essential to fix the highway-related troubles that are most likely to it is in encountered in design practice. Instructors deserve to be confident their students are finding out the fundamentals required to wear upper-level transportation courses, enter transportation employment v a straightforward knowledge that highway and traffic engineering, and also answer transportation-related concerns on the Fundamentals of polite Engineering and also Professional engineering exams. The new Fifth version is updated v the many recent Highway capacity Manual and also AASHTO green book, new homework problems, and also the text has actually been streamlined and enhanced pedagogically with descriptive example names and also homework difficulties organized by message section.


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Table the contents


Preface

Chapter 1 development to Highway Engineering and Traffic evaluation 1.1 development 1.2 Highways and the economic climate 1.2.1 The Highway economic climate 1.2.2 supply Chains 1.2.3 Economic development 1.3 Highways, Energy, and the atmosphere 1.4 Highways as part of the Transportation mechanism 1.5 Highway Transportation and the Human facet 1.5.1 Passenger transportation Modes and Traffic congestion 1.5.2 Highway security 1.5.3 Demographic patterns 1.6 Highways and Evolving modern technologies 1.6.1 facilities Technologies 1.6.2 auto Technologies 1.6.3 Traffic regulate Technologies 1.7 border of research thing 2 Road auto Performance 2.1 development 2.2 Tractive Effort and also Resistance 2.3 Aerodynamic Resistance 2.4 roll Resistance 2.5 grade Resistance 2.6 easily accessible Tractive initiative 2.6.1 maximum Tractive initiative 2.6.2 Engine-Generated Tractive initiative 2.7 automobile Acceleration 2.8 Fuel efficiency 2.9 principles of Braking 2.9.1 Braking pressures 2.9.2 Braking pressure Ratio and also Efficiency 2.9.3 Antilock Braking equipment 2.9.4 Theoretical stopping Distance 2.9.5 practical Stopping distance 2.9.6 distance Traveled during Driver Perception/Reaction

Chapter 3 Geometric design of Highways

3.1 Introduction 3.2 ethics of Highway Alignment 3.3 vertical Alignment 3.3.1 upright Curve Fundamentals 3.3.2 preventing Sight street 3.3.3 avoiding Sight Distance and also Crest vertical Curve design 3.3.4 preventing Sight Distance and also Sag upright Curve architecture 3.3.5 Passing vision Distance and Crest vertical Curve design 3.3.6 Underpass vision Distance and also Sag upright Curve style 3.4 Horizontal Alignment 3.4.1 auto Cornering 3.4.2 Horizontal Curve Fundamentals 3.4.3 protecting against Sight Distance and Horizontal Curve architecture 3.5 an unified Vertical and Horizontal Alignment

Chapter 4 Pavement Design

4.1 Introduction 4.2 Pavement varieties 4.2.1 flexible Pavements 4.2.2 rigid Pavements 4.3 Pavement system Design: principles for versatile Pavements 4.4 timeless AASHTO Flexible-Pavement style Procedure 4.4.1 Serviceability concept 4.4.2 Flexible-Pavement architecture Equation 4.4.3 structure Number 4.5 Pavement device Design: ethics for strictly Pavements 4.6 timeless AASHTO Rigid-Pavement architecture Procedure 4.7 measuring Pavement Quality and Performance 4.7.1 international Roughness table of contents 4.7.2 Friction measurements 4.7.3 Rut Depth 4.7.4 cracking 4.7.5 Faulting 4.7.6 Punchouts 4.8 Mechanistic-Empirical Pavement Design

Chapter 5 Fundamentals of traffic Flow and also Queuing Theory

5.1 Introduction 5.2 traffic Stream Parameters 5.2.1 traffic Flow, Speed, and also Density 5.3 simple Traffic stream Models 5.3.1 Speed-Density design 5.3.2 Flow-Density model 5.3.3 Speed-Flow model 5.4 Models the Traffic circulation 5.4.1 Poisson version 5.4.2 restrictions of the Poisson version 5.5 Queuing Theory and also Traffic Flow evaluation 5.5.1 dimensions of Queuing Models 5.5.2 D/D/1 Queuing 5.5.3 M/D/1 Queuing 5.5.4 M/M/1 Queuing 5.5.5 M/M/N Queuing 5.6 Traffic analysis at Highway Bottlenecks

Chapter 6 Highway Capacity and Level-of-Service Analysis

6.1 Introduction 6.2 Level-of-Service concept 6.3 Level-of-Service determination 6.3.1 basic Conditions and Capacity 6.3.2 determining Free-Flow rate 6.3.3 Determining evaluation Flow price 6.3.4 Calculating business Measure(s) and also Determining LOS 6.4 straightforward Freeway segment 6.4.1 basic Conditions and Capacity 6.4.2 organization Measure 6.4.3 determining Free-Flow speed 6.4.4 Determining analysis Flow rate 6.4.5 Calculating Density and also Determining LOS 6.5 Multilane Highways 6.5.1 basic Conditions and Capacity 6.5.2 service Measure 6.5.3 identify Free-Flow rate 6.5.4 Determining evaluation Flow price 6.5.5 Calculating Density and also Determine LOS 6.6 Two-Lane Highways 6.6.1 base Conditions and Capacity 6.6.2 organization Measures 6.6.3 identify Free-Flow speed 6.6.4 Determine analysis Flow price 6.6.5 Calculating business Measures 6.6.6 identify LOS 6.7 architecture Traffic Volumes

Chapter 7 Traffic control and analysis at Signalized Intersections

7.1 Introduction 7.2 Intersection and also Signal Control qualities 7.2.1 Actuated control 7.2.2 Signal Controller operation 7.3 Traffic circulation Fundamentals for Signalized Intersections 7.4 advancement of a web traffic Signal Phasing and also Timing setup 7.4.1 pick Signal Phasing 7.4.2 Establish evaluation Lane teams 7.4.3 Calculate analysis Flow rates and adjusted Saturation flow Rates 7.4.4 Determine crucial Lane Groups and Total Cycle shed Time 7.4.5 calculation Cycle length 7.4.6 Allocate environment-friendly Time 7.4.7 Calculate adjust and Clearance Intervals 7.4.8 check Pedestrian crossing Time 7.5 evaluation of traffic at Signalized Intersections 7.5.1 Signalized Intersection analysis with D/D/1 Queuing 7.5.2 Signal Coordination 7.5.3 Control hold-up Calculation for Level the Service evaluation 7.5.4 Level-of-Service Determination

Chapter 8 travel Demand and also Traffic Forecasting

8.1 Introduction 8.2 Traveler decisions 8.3 border of the take trip Demand and Traffic Forecasting problem 8.4 expedition Generation 8.4.1 typical Trip Generation Models 8.4.2 trip Generation with Count Data Models 8.5 Mode and also Destination an option 8.5.1 Methodological method 8.5.2 Logit design Applications 8.6 Highway Route choice 8.6.1 Highway Performance features 8.6.2 User Equilibrium 8.6.3 mathematical Programming method to User Equilibrium 8.6.4 device Optimization 8.7 web traffic Forecasting in practice 8.8 The classic Four-Step process 8.9 The existing State of travel Demand and also Traffic Forecasting appendix 8A the very least Squares estimate appendix 8B Maximum-Likelihood Estimation