Title:
Transportation engineering & planning
Personal Author:
Edition:
3rd ed.
Publication Information:
Upper Saddle River, NJ : Prentice Hall, 2001
Physical Description:
xviii, 685 p. : ill. ; 24 cm.
ISBN:
9788120321540
9780130814197
Subject Term:
Added Author:
Available:*
Library | Item Barcode | Call Number | Material Type | Item Category 1 | Status |
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Searching... | 30000010202654 | TA1145 P36 2001 | Open Access Book | Book | Searching... |
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Summary
Summary
This detailed, interdisciplinary introduction to transportation engineering is ideal as both a comprehensive tutorial and reference. Begins with the basic sciences, mathematics, and engineering mechanics, and gradually introduces new concepts concerning societal context, geometric design, human factors, traffic engineering, and simulation, transportation planning, evaluation. For prospective and practicing transportation engineers.
Table of Contents
Preface | |
1 Introduction and Background | p. 1 |
1.1 The Transportation System | p. 1 |
1.1.1 Definition and Scope | p. 1 |
1.1.2 Fixed Facilities | p. 1 |
1.1.3 Flow Entities and Technology | p. 2 |
1.1.4 Control System | p. 2 |
1.1.5 Transportation Demand | p. 2 |
1.1.6 Quantification versus Valuation | p. 3 |
1.2 Transportation System Classification | p. 4 |
1.2.1 Classification Schemes | p. 4 |
1.2.2 Private and Public Transportation | p. 5 |
1.3 The Role of Government | p. 5 |
1.3.1 Governmental Participation | p. 5 |
1.3.2 Instruments of Governmental Involvement | p. 6 |
1.3.3 Arguments for and against Governmental Intervention | p. 6 |
1.4 Tools and Applications | p. 8 |
1.4.1 Background | p. 8 |
1.4.2 Mathematical Models | p. 8 |
1.4.3 Components of Mathematical Models | p. 10 |
1.4.4 Transportation Models | p. 11 |
1.5 Summary | p. 12 |
References | p. 12 |
Part 1 Design and Operation | p. 13 |
2 Roadway Design | p. 13 |
2.1 Introduction | p. 14 |
2.2 Equations of Motion | p. 14 |
2.2.1 Rectilinear Motion | p. 14 |
2.2.2 Braking Distance | p. 19 |
2.2.3 Curvilinear Motion | p. 22 |
2.2.4 Relative Motion | p. 26 |
2.3 Human Factors | p. 29 |
2.3.1 Perception-Reaction | p. 29 |
2.3.2 Dilemma Zones | p. 32 |
2.3.3 Visual Acuity | p. 39 |
2.3.4 Lateral Displacement | p. 41 |
2.4 Geometric Design of Highways | p. 43 |
2.4.1 Background | p. 43 |
2.4.2 Functional Classification of Highways | p. 43 |
2.4.3 Cross-Section Design | p. 45 |
2.4.4 Horizontal Alignment | p. 46 |
2.4.5 Determination of Design Radius | p. 50 |
2.4.6 Superelevation Design | p. 51 |
2.4.7 Vertical Alignment | p. 54 |
2.4.8 Stopping and Passing Sight Distance | p. 58 |
2.4.9 Geometrics of Sight Distance | p. 60 |
2.4.10 Discussion of Alignment Design | p. 62 |
2.4.11 Delineation of Vehicular Paths | p. 65 |
2.4.12 Design Vehicles | p. 65 |
2.4.13 Channelization of At-Grade Intersections | p. 67 |
2.4.14 Modern Roundabouts | p. 75 |
2.4.15 Traffic-Calming Devices | p. 78 |
2.5 Pavement Structures | p. 82 |
2.5.1 Background | p. 82 |
2.5.2 Pavement Materials and Types | p. 83 |
2.5.3 Pavement Structure | p. 85 |
2.5.4 Pavement Design | p. 88 |
2.5.5 Design Methods | p. 89 |
2.5.6 Life-Cycle Economic Analysis | p. 89 |
2.5.7 Pavement Management Systems | p. 90 |
2.5.8 High Performance Concrete, Superpave, and LTPP | p. 91 |
2.6 Summary | p. 93 |
Exercises | p. 94 |
References | p. 97 |
3 Traffic Stream Flow Models | p. 100 |
3.1 Introduction | p. 100 |
3.2 Vehicular Stream Models | p. 100 |
3.2.1 Vehicular Following | p. 100 |
3.2.2 Safety Considerations | p. 102 |
3.3 Stream Variables | p. 104 |
3.3.1 Spacing and Concentration | p. 104 |
3.3.2 Headway and Flow | p. 104 |
3.3.3 Average or Mean Speed | p. 104 |
3.3.4 Time-Distance Diagrams of Flow | p. 106 |
3.4 Vehicular Stream Equations and Diagrams | p. 109 |
3.4.1 The Fundamental Equation of a Vehicular Stream | p. 109 |
3.4.2 The Case of Uniform Flow | p. 109 |
3.4.3 The Case of Highway Traffic Flow | p. 114 |
3.5 Stream Measurements: The Moving-Observer Method | p. 117 |
3.5.1 Background | p. 117 |
3.5.2 The Moving-Observer Method | p. 118 |
3.6 Shock Waves in Traffic | p. 123 |
3.6.1 Background | p. 123 |
3.6.2 The Shock Wave Equation | p. 125 |
3.7 Summary | p. 129 |
Exercises | p. 129 |
References | p. 131 |
4 Capacity and Level of Service Analysis | p. 133 |
4.1 Introduction | p. 133 |
4.2 Pedestrian and Bicycle Facilities | p. 134 |
4.2.1 Background | p. 134 |
4.2.2 Pedestrian-Flow Models | p. 134 |
4.2.3 Pedestrian Level of Service | p. 136 |
4.2.4 Bicycle Level of Service | p. 136 |
4.3 Transit Systems: Uninterrupted Flow | p. 138 |
4.3.1 Background | p. 138 |
4.3.2 Uninterrupted Speed-Flow Relationships | p. 139 |
4.3.3 Fleet Size | p. 141 |
4.3.4 Transit Network Fleet Size | p. 142 |
4.4 Transit Systems: Interrupted Flow | p. 144 |
4.4.1 Background | p. 144 |
4.4.2 Transit Stations | p. 145 |
4.4.3 Single-Platform Capacity | p. 145 |
4.4.4 Other Designs | p. 147 |
4.5 Highways: Uninterrupted Flow | p. 147 |
4.5.1 Background | p. 147 |
4.5.2 Level of Service | p. 148 |
4.5.3 Freeway-Base Conditions | p. 150 |
4.5.4 Freeway Capacity and Level of Service | p. 152 |
4.5.5 Freeway Congestion Quantification | p. 155 |
4.5.6 Capacity Restrictions | p. 156 |
4.6 Highways: Interrupted Flow | p. 157 |
4.6.1 Background | p. 157 |
4.6.2 Types of Signals | p. 157 |
4.6.3 Signal Detectors and Controllers | p. 158 |
4.6.4 Signal Timings | p. 167 |
4.6.5 Time-Distance Diagram of Interrupted Flow | p. 175 |
4.6.6 Pretimed Signal Coordination | p. 176 |
4.6.7 Actuated Signal Coordination | p. 179 |
4.7 Capacity of Signalized Intersections | p. 179 |
4.7.1 Background | p. 179 |
4.7.2 Capacity and Performance Analysis | p. 180 |
4.7.3 Planning Analysis | p. 188 |
4.7.4 Case Studies | p. 189 |
4.7.4.1 Simple Signalized Intersection | p. 190 |
4.7.4.2 Complex Signalized Intersection | p. 193 |
4.7.4.3 Planning a Signalized Intersection | p. 197 |
4.7.5 Arterial Street LOS and Congestion Quantification | p. 200 |
4.8 Traffic Data Collection Methods | p. 203 |
4.9 Capacity Analysis of Unsignalized Intersections | p. 207 |
4.9.1 Background | p. 207 |
4.9.2 Two-Way Stop-Controlled Intersections | p. 208 |
4.9.3 All-Way Stop-Controlled Intersections | p. 212 |
4.9.4 Roundabouts | p. 216 |
4.9.5 Signalization Warrants | p. 218 |
4.10 Summary | p. 219 |
Exercises | p. 220 |
References | p. 229 |
Part 2 Transportation Systems | p. 231 |
5 Transportation Modes | p. 232 |
5.1 Introduction | p. 232 |
5.2 Modes | p. 233 |
5.2.1 Motor Carriers | p. 235 |
5.2.2 Railroads | p. 237 |
5.2.3 Pipelines | p. 239 |
5.2.4 Water Transportation | p. 240 |
5.2.5 Air Carriers | p. 243 |
5.2.6 Express Package Carriers | p. 247 |
5.3 Intercity Passenger Travel | p. 249 |
5.3.1 Major Modes | p. 249 |
5.3.2 Choice of Mode | p. 250 |
5.3.3 Emerging Intercity Modes | p. 253 |
5.4 Summary and Comparisons among Modes and Countries | p. 255 |
Exercises | p. 257 |
References | p. 261 |
6 Urban and Intelligent Transportation Systems | p. 263 |
6.1 Introduction | p. 263 |
6.2 Development of Cities and Transportation Modes | p. 263 |
6.3 Urban Transportation Modes | p. 268 |
6.3.1 Roadway Modes | p. 268 |
6.3.2 Fixed Guideway Modes | p. 269 |
6.3.3 Demand-Responsive, Dual Mode, and Other Modes | p. 271 |
6.4 Urban Transportation Issues | p. 272 |
6.4.1 General | p. 272 |
6.4.2 Traffic Congestion | p. 273 |
6.4.2.1 Supply Strategies | p. 277 |
6.4.2.2 Demand Strategies | p. 279 |
6.5 Intelligent Transportation Systems | p. 281 |
6.5.1 User Services | p. 283 |
6.5.2 Architecture Components and Standards | p. 288 |
6.5.3 ITS in Europe and Japan | p. 292 |
6.5.4 Mature ITS Applications | p. 295 |
6.5.4.1 Detectors | p. 295 |
6.5.4.2 Traffic Signal Systems | p. 298 |
6.5.4.3 Freeway Management | p. 301 |
6.5.4.4 Electronic Road Pricing and Automatic Vehicle Classification | p. 307 |
6.5.5 Safety and Liability | p. 310 |
6.6 Summary | p. 311 |
Exercises | p. 312 |
References | p. 314 |
7 Transportation Planning | p. 318 |
7.1 Introduction | p. 318 |
7.2 Historical Development in the United States | p. 320 |
7.2.1 Colonial Era | p. 320 |
7.2.2 Turnpikes and Canals | p. 320 |
7.2.3 Railroads | p. 321 |
7.2.4 Rural Highways | p. 323 |
7.2.5 Urban and Regional Transportation Planning | p. 325 |
7.3 Development of a Formal Planning Process | p. 327 |
7.3.1 Housing Policies | p. 327 |
7.3.2 The 3C Process | p. 328 |
7.3.3 Social Concerns | p. 329 |
7.3.4 National Environmental Legislation | p. 330 |
7.3.5 Toward Planning Coordination | p. 331 |
7.3.6 Intermodal Surface Transportation Efficiency Act of 1991 | p. 333 |
7.3.7 Transportation Equity Act for the Twenty-First Century | p. 334 |
7.4 Planning Studies and Methods | p. 335 |
7.4.1 Background | p. 335 |
7.4.2 Antecedents to Planning Studies | p. 335 |
7.4.3 Planning for Future Needs | p. 336 |
7.4.4 Large-Scale Urban Travel Surveys | p. 336 |
7.4.5 Travel-Demand Forecasts | p. 336 |
7.5 Other Planning Issues | p. 339 |
7.5.1 Background | p. 339 |
7.5.2 Transportation and Land Use | p. 339 |
7.5.3 Operational Land-Use Models | p. 341 |
7.5.4 Project, System, and Operational Planning | p. 343 |
7.5.5 Planning at the Statewide Level | p. 344 |
7.6 Summary | p. 344 |
Exercises | p. 345 |
References | p. 346 |
8 Travel-Demand Forecasting | p. 348 |
8.1 Introduction | p. 348 |
8.2 Trip Generation | p. 350 |
8.2.1 Background | p. 350 |
8.2.2 Trip Purpose | p. 351 |
8.2.3 Zone-based versus Household-Based Models | p. 351 |
8.2.4 Productions and Attractions | p. 353 |
8.2.5 Regression Models | p. 354 |
8.2.6 Trip-Rate Analysis | p. 355 |
8.2.7 Cross-Classification Models | p. 356 |
8.2.8 The FHWA-Simplified Trip-Production Procedure | p. 358 |
8.2.9 Summary | p. 361 |
8.3 Trip Distribution | p. 361 |
8.3.1 Background | p. 361 |
8.3.2 The Gravity Model | p. 362 |
8.3.3 Calibration of the Gravity Model | p. 369 |
8.3.4 Limitations of the Gravity Model | p. 376 |
8.3.5 The Fratar Model | p. 377 |
8.3.6 Limitations of the Fratar Model | p. 380 |
8.3.7 Summary | p. 381 |
8.4 Mode Choice | p. 381 |
8.4.1 Background | p. 381 |
8.4.2 Utility and Disutility Functions | p. 382 |
8.4.3 The Multinomial Logit (MNL) Model | p. 385 |
8.4.4 The Incremental (or Pivot-Point) Logit Model | p. 388 |
8.4.5 Independence of Irrelevant Alternatives (IIA) Property | p. 389 |
8.4.6 The Nested Logit Model | p. 390 |
8.4.7 Estimation of Logit Models | p. 398 |
8.4.8 Summary | p. 399 |
8.5 Trip Assignment | p. 400 |
8.5.1 Background | p. 400 |
8.5.2 Person-Trips and Vehicle-Trips | p. 401 |
8.5.3 Diurnal (Time-of-Day) Patterns of Demand | p. 401 |
8.5.4 Trip Direction | p. 402 |
8.5.5 Historical Context | p. 402 |
8.5.6 Highway Network Description | p. 404 |
8.5.7 Link Flows and Interzonal Flows | p. 408 |
8.5.8 Route Choice Behavior | p. 409 |
8.5.9 Minimum Path Algorithms | p. 409 |
8.5.10 A Minimum Tree-Seeking Procedure | p. 410 |
8.5.11 Free/All-or-Nothing Traffic Assignment | p. 414 |
8.5.12 Free/Multipath Traffic Assignment | p. 414 |
8.5.13 Capacity-Restrained Traffic Assignment | p. 416 |
8.5.14 Transit Assignment | p. 420 |
8.5.15 Summary | p. 421 |
8.6 Transport Behavior of Individuals and Households | p. 422 |
8.6.1 Background | p. 422 |
8.6.2 Conceptual Models | p. 422 |
8.6.3 Demand Models with Behavioral Content | p. 425 |
8.6.4 Trip-, Journey-, and Tour-Based Models | p. 431 |
8.7 Other Demand-Forecasting Models | p. 433 |
8.7.1 Background | p. 433 |
8.7.2 Demand-Model Consistency | p. 433 |
8.7.3 Simultaneous or Direct Demand Formulations | p. 433 |
8.7.4 Combined Modeling Strategies | p. 435 |
8.7.5 Models of Demand Elasticity | p. 436 |
8.8 Summary | p. 441 |
Exercises | p. 442 |
References | p. 450 |
Part 3 Transportation Impacts | p. 455 |
9 Traffic Impact and Parking Studies | p. 456 |
9.1 Introduction | p. 456 |
9.2 Traffic Impact Studies | p. 456 |
9.2.1 Background | p. 456 |
9.2.2 Basic Characteristics | p. 457 |
9.2.3 Overview of Steps | p. 458 |
9.2.4 Major Components of Traffic Impact Studies | p. 459 |
9.2.5 Site and Network Improvement Alternatives | p. 468 |
9.2.6 Comprehensive Example | p. 469 |
9.3 Parking Studies | p. 479 |
9.3.1 Background | p. 479 |
9.3.2 Types of Parking | p. 480 |
9.3.3 Types of Parking Studies | p. 481 |
9.3.4 Parking Measurements and Analysis | p. 486 |
9.3.5 Design, Operation, and Other Considerations | p. 489 |
9.4 Summary | p. 491 |
Exercises | p. 492 |
References | p. 497 |
10 Air Quality, Noise, and Energy Impacts | p. 498 |
10.1 Introduction | p. 498 |
10.2 Air Pollution | p. 499 |
10.2.1 Background | p. 499 |
10.2.2 Problem Dimensions | p. 500 |
10.2.3 Emission Levels | p. 501 |
10.2.4 Air Pollution Dispersion | p. 504 |
10.2.5 The Box Model | p. 504 |
10.3 Noise Generation | p. 506 |
10.3.1 Background | p. 506 |
10.3.2 Noise Measurement | p. 507 |
10.3.3 Noise Propagation and Mitigation Strategies | p. 509 |
10.3.4 Noise Measures | p. 509 |
10.3.5 Mathematical Models of Transportation Noise | p. 512 |
10.4 Energy Consumption | p. 515 |
10.4.1 Background | p. 515 |
10.4.2 National Response to the Energy Embargo | p. 516 |
10.4.3 Transportation-User Reactions | p. 516 |
10.4.4 Energy-Related Transportation Actions | p. 517 |
10.4.5 Vehicle-Propulsion Energy | p. 518 |
10.4.6 Indirect Energy Consumption | p. 523 |
10.5 Summary | p. 523 |
Exercises | p. 524 |
References | p. 527 |
11 Evaluation and Choice | p. 529 |
11.1 Introduction | p. 529 |
11.2 Feasibility and Impact Enumeration | p. 530 |
11.2.1 Measures of Feasibility | p. 530 |
11.2.2 Impact Trade-Offs | p. 531 |
11.2.3 Generalized Impact Matrices | p. 531 |
11.3 Engineering Economic Analysis | p. 532 |
11.3.1 Background | p. 532 |
11.3.2 Project Evaluation | p. 532 |
11.3.3 Independent and Mutually Exclusive Alternatives | p. 538 |
11.3.4 Evaluation of Mutually Exclusive Alternatives | p. 540 |
11.3.5 Identification and Valuation of Benefits and Costs | p. 541 |
11.3.6 Limitations of Economic Evaluation | p. 542 |
11.4 Effectiveness Analysis | p. 543 |
11.4.1 Background | p. 543 |
11.4.2 Cost-Effectiveness | p. 543 |
11.4.3 Rank-Ordering Techniques | p. 545 |
11.4.4 Scoring Techniques | p. 550 |
11.4.5 Group Consensus | p. 553 |
11.5 Summary | p. 553 |
Exercises | p. 554 |
References | p. 555 |
Part 4 Supporting Elements | p. 557 |
12 Elements of Engineering Economy | p. 558 |
12.1 Money and Its Time Value | p. 558 |
12.2 Interest and Discount | p. 559 |
12.3 Simple and Compound Interest | p. 560 |
12.4 Nominal and Effective Interest Rates | p. 562 |
12.5 Discrete and Continuous Compounding | p. 562 |
12.6 Cash Flows | p. 563 |
12.7 Equal Series of Payments | p. 565 |
12.8 Superposition of Cash Flows | p. 567 |
Exercises | p. 569 |
13 Probability and Statistics | p. 571 |
13.1 Introduction | p. 571 |
13.2 Elements of Probability Theory | p. 572 |
13.2.1 Background | p. 572 |
13.2.2 Definition of Probability | p. 572 |
13.2.3 Conditional Probability and Independence | p. 574 |
13.2.4 Discrete Distributions | p. 575 |
13.2.5 Some Common Discrete Distributions | p. 578 |
13.2.6 Continuous Random Variables | p. 583 |
13.2.7 Some Common Continuous Distributions | p. 584 |
13.3 Experimental Data and Model Parameters | p. 588 |
13.4 Linear and Nonlinear Regression | p. 589 |
13.4.1 Simple Linear Regression | p. 589 |
13.4.2 Correlation | p. 594 |
13.4.3 Multiple Linear Regression | p. 596 |
13.4.4 Direct Nonlinear Regression | p. 596 |
13.4.5 Linear Regression with Transformed Variables | p. 598 |
13.4.6 Selection of Explanatory Variables | p. 599 |
13.5 Hypothesis Testing and Model Evaluation | p. 601 |
13.5.1 Single-Parameter Test | p. 602 |
13.5.2 Test of a Linear Model | p. 603 |
13.5.3 Test of Equality of Segmented Linear Models | p. 604 |
13.5.4 Comprehensive Judgment of a Linear Model | p. 605 |
13.6 Summary | p. 607 |
Exercises | p. 607 |
References | p. 610 |
14 Queuing and Simulation | p. 611 |
14.1 Introduction | p. 611 |
14.2 Queuing Models | p. 612 |
14.2.1 Background | p. 612 |
14.2.2 Single-Server FIFO Systems | p. 613 |
14.2.3 Multiserver FIFO Systems | p. 614 |
14.3 Computer Simulation | p. 616 |
14.3.1 Background | p. 616 |
14.3.2 Monte Carlo Simulation | p. 616 |
14.3.3 Simulation of the Outcomes of a Continuous Random Variable | p. 619 |
14.3.4 Generation of Random Numbers | p. 620 |
14.3.5 The Simulation Model | p. 621 |
14.4 Summary | p. 624 |
Exercises | p. 624 |
References | p. 625 |
15 Transportation Software | p. 626 |
15.1 Introduction | p. 626 |
15.2 Geographic Information Systems (GIS) | p. 627 |
15.2.1 GIS Fundamentals | p. 627 |
15.2.2 GIS Products | p. 630 |
15.2.3 GIS and GPS | p. 631 |
15.3 Traffic Simulation Software | p. 632 |
15.3.1 Traffic Simulation Model Characteristics | p. 632 |
15.3.2 Classification | p. 632 |
15.3.3 Traffic Simulation Models | p. 634 |
15.3.3.1 Urban Street Networks | p. 634 |
15.3.3.2 Freeways and Freeway Corridors | p. 640 |
15.3.3.3 Mixed Network | p. 642 |
15.3.4 Model Selection, Output Variability, and Other Limitations | p. 644 |
15.4 Capacity Software: HCS, SIDRA, and Others | p. 646 |
15.5 Planning Software: EMME/2, QRS II, TRANPLAN, MINUTP, TP+, TRANSCAD, TRANSIMS | p. 646 |
References | p. 560 |
Appendix A 1982 Guidelines for the Preparation of Environmental Documents | p. 653 |
Index | p. 679 |