Principles of Highway Engineering and Traffic Analysis, SI Version
by Fred L. Mannering-
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Summary
Table of Contents
| Introduction to Highway Engineering and Traffic Analysis | |
| Introduction | |
| Technology | |
| Infrastructure Technologies | |
| Vehicle Technologies | |
| Traffic Control Technologies | |
| Human Behavior | |
| Dominance of Single-Occupant Private Vehicles | |
| Demographic Trends | |
| Scope of Study | |
| Road Vehicle Performance | |
| Introduction | |
| Tractive Effort and Resistance | |
| Aerodynamic Resistance | |
| Rolling Resistance | |
| Grade Resistance | |
| Available Tractive Effort | |
| Maximum Tractive Effort | |
| Engine-Generated Tractive Effort | |
| Vehicle Acceleration | |
| Fuel Efficiency | |
| Principles of Braking | |
| Braking Forces 26 | |
| Braking Force Ratio and Efficiency | |
| Antilock Braking Systems | |
| Theoretical Stopping Distance | |
| Practical Stopping Distance | |
| Distance Traveled during Driver Perception/Reaction | |
| Geometric Design of Highways | |
| Introduction | |
| Principles of Highway Alignment | |
| Vertical Alignment | |
| Vertical Curve Fundamentals | |
| Stopping Sight Distance | |
| Stopping Sight Distance and Crest Vertical Curve Design | |
| Stopping Sight Distance and Sag Vertical Curve Design | |
| Passing Sight Distance and Crest Vertical Curve Design | |
| Underpass Sight Distance and Sag Vertical Curve Design | |
| Horizontal Alignment | |
| Vehicle Cornering | |
| Horizontal Curve Fundamentals | |
| Stopping Sight Distance and Horizontal Curve Design | |
| Pavement Design | |
| Introduction | |
| Pavement Types | |
| Flexible Pavements | |
| Rigid Pavements | |
| Pavement System Design: Principles for Flexible Pavements | |
| Calculation of Flexible Pavement Stresses and Deflections | |
| The AASHTO Flexible-Pavement Design Procedure | |
| Serviceability Concept | |
| Flexible-Pavement Design Equation | |
| Structural Number | |
| Pavement System Design: Principles for Rigid Pavements.Z | |
| Calculation of Rigid-Pavement Stresses and Deflections | |
| The AASHTO Rigid-Pavement Design Procedure | |
| Fundamentals of Traffic Flow and Queuing Theory | |
| Introduction | |
| Traffic Stream Parameters | |
| Traffic Flow, Speed, and Density | |
| Basic Traffic Stream Models | |
| Speed-Density Model | |
| Flow-Density Model | |
| Speed-Flow Model | |
| Models Of Traffic Flow | |
| Poisson Model | |
| Limitations of the Poisson Model | |
| Queuing Theory and Traffic Flow Analysis | |
| Dimensions of Queuing Models | |
| D/D/1 Queuing | |
| M/D/1 Queuing | |
| M/M/1 Queuing | |
| M/M/N Queuing | |
| Traffic Analysis at Highway Bottlenecks | |
| Highway Capacity and Level of Service Analysis | |
| Introduction | |
| Level-of-Service Concept | |
| Level-of-Service Determination | |
| Base Conditions and Capacity | |
| Determine Free-Flow Speed | |
| Determine Analysis Flow Rate | |
| Calculate Service Measure(s) and Determine LOS | |
| Basic Freeway Segments | |
| Base Conditions and Capacity | |
| Service Measure | |
| Determining Free-Flow Speed | |
| Determining Analysis Flow Rate | |
| Calculating Density and Determining LOS | |
| Multilane Highways | |
| Base Conditions and Capacity | |
| Service Measure | |
| Determining Free-Flow Speed | |
| Determining Analysis Flow Rate | |
| Calculating Density and Determining LOS | |
| Two-Lane Highways | |
| Base Conditions and Capacity | |
| Service Measures | |
| Determining Free-Flow Speed | |
| Determining Analysis Flow Rate | |
| Calculate Service Measures | |
| Determine LOS | |
| Design Traffic Volumes | |
| Traffic Control and Analysis at Signalized Intersections. | |
| Introduction | |
| Intersection and Signal Control Characteristics | |
| Analysis of Traffic at Signalized Intersections | |
| Concepts and Definitions | |
| Signalized Intersection Analysis with D/D/1 Queuing | |
| Signalized Intersection Analysis for Level of Service | |
| Optimal Traffic Signal Timing | |
| Development of a Traffic Signal Phasing and Timing Plan | |
| Select Signal Phasing | |
| Establish Analysis Lane Groups | |
| Calculate Analysis Flow Rates and Adjusted Saturation Flow Rates | |
| Determine Critical Lane Groups and Total Cycle Lost Time | |
| Calculate Cycle Length | |
| Allocate Green Time | |
| Calculate Change and Clearance Intervals | |
| Check Pedestrian Crossing Time | |
| Level-of-Service Determination | |
| Travel Demand and Traffic Forecasting | |
| Introduction | |
| Traveler Decisions | |
| Scope of the Travel Demand and Traffic Forecasting Problem | |
| Trip Generation | |
| Typical Trip Generation Models | |
| Trip Generation with Count Data Models | |
| Mode and Destination Choice | |
| Methodological Approach | |
| Logit Model Applications | |
| Highway Route Choice | |
| Highway Performance Functions | |
| User Equilibrium | |
| Mathematical Programming Approach to User Equilibrium | |
| System Optimization | |
| The State of Travel Demand and to Traffic Forecasting in Practice | |
| Least Squares Estimation | |
| Maximum-Likelihood Estimation | |
| Metric Example Problems | |
| Metric End-of-Chapter Problems | |
| Unit Conversions | |
| Index | |
| Table of Contents provided by Publisher. All Rights Reserved. |
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