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Traffic Engineering 5th edition [Kõva köide]

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  • Formaat: Hardback, 800 pages, kõrgus x laius x paksus: 257x203x30 mm, kaal: 1420 g
  • Ilmumisaeg: 28-Oct-2020
  • Kirjastus: Pearson
  • ISBN-10: 0134599713
  • ISBN-13: 9780134599717
Teised raamatud teemal:
Traffic Engineering 5th editionSuurem pilt
  • Formaat: Hardback, 800 pages, kõrgus x laius x paksus: 257x203x30 mm, kaal: 1420 g
  • Ilmumisaeg: 28-Oct-2020
  • Kirjastus: Pearson
  • ISBN-10: 0134599713
  • ISBN-13: 9780134599717
Teised raamatud teemal:
Püsilink: https://www.kriso.ee/db/9780134599717.html
Märksõnad:

For courses in traffic engineering.

 

Focuses on the key skills and understanding required for careers in traffic engineering

Traffic Engineering , 5th Edition focuses on the key engineering skills required to practice traffic engineering. It presents both fundamental theory and a broad range of its applications to solve modern problems and gives readers an understanding of and appreciation for planning, design, management, construction, operation, control, and system optimization. The 5th Edition includes the latest in industry standards and criteria, new material and updates to existing material, and new homework problems.

Preface ix
Part I Basic Concepts and Characteristics
1(136)
1 Introduction
2(15)
1.1 Traffic Engineering as a Profession
2(3)
1.2 Transportation Systems and Their Function
5(4)
1.3 History of U.S. Highway Legislation
9(4)
1.4 Elements of Traffic Engineering
13(1)
1.5 Modern Problems for the Traffic Engineer
14(1)
1.6 Standard References for the Traffic Engineer
15(1)
1.7 Metric versus U.S. Units
16(1)
1.8 Closing Comments
16(1)
References
16(1)
2 Transportation Modes and Characteristics
17(10)
2.1 Classifying Transportation Modes
17(1)
2.2 The Transportation Infrastructure and Its Use
18(1)
2.3 Modal Attributes
19(3)
2.4 The Capacity of Transportation Modes
22(3)
2.5 Multimodal Focus
25(2)
References
25(1)
Problems
26(1)
3 Road-User, Vehicle, and Roadway Characteristics
27(26)
3.1 Dealing with Diversity
27(1)
3.2 Road Users and Their Characteristics
28(9)
3.3 Vehicle Characteristics
37(10)
3.4 Roadway Characteristics
47(4)
3.5 Traffic Control Systems and Characteristics
51(1)
3.6 Closing Comments
51(2)
References
51(1)
Problems
52(1)
4 Communicating with Drivers: Traffic Control Devices
53(30)
4.1 The Manual on Uniform Traffic Control Devices
53(4)
4.2 Traffic Markings
57(6)
4.3 Traffic Signs
63(12)
4.4 Traffic Signals
75(6)
4.5 Special Types of Control
81(1)
4.6 Closing Comments
81(2)
References
82(1)
Problems
82(1)
5 Traffic Stream Characteristics
83(19)
5.1 Types of Facilities
83(1)
5.2 Traffic Stream Parameters
84(8)
5.3 Relationships among Flow Rate, Speed, and Density
92(2)
5.4 A Brief History of Mathematical Models of Freeway Flow---Traffic Flow Theory
94(6)
5.5 Characteristics of Interrupted Flow
100(1)
5.6 Closing Comments
100(2)
References
100(1)
Problems
100(2)
6 The Concepts of Demand, Volume, and Capacity
102(12)
6.1 When Capacity Constrains Demand
102(1)
6.2 Relationships among Demand, Volume (or Rate of Flow), and Capacity
103(4)
6.3 The Formation of Queues and Their Impacts
107(2)
6.4 Bottlenecks, Hidden Bottlenecks, and Demand Starvation
109(1)
6.5 Capacity versus Queue Discharge
110(2)
6.6 Closing Comments
112(2)
Problems
112(2)
7 Level of Service and the Highway Capacity Manual: History and Fundamental Concepts
114(12)
7.1 Uninterrupted and Interrupted Flow Facilities
115(1)
7.2 A Brief Chronology of the Highway Capacity Manual
115(3)
7.3 The Concept of Capacity
118(1)
7.4 The Concept of Level of Service
119(4)
7.5 Service Volumes and Service Flow Rates
123(1)
7.6 The vie Ratio and Its Use in Capacity Analysis
124(1)
7.7 Closing Comments
125(1)
References
125(1)
Problems
125(1)
8 Intelligent Transportation Systems
126(11)
8.1 An Overview
127(1)
8.2 ITS Standards
128(1)
8.3 ITS Systems Engineering Process
129(2)
8.4 ITS-Related Commercial Routing and Delivery
131(1)
8.5 Sensing Traffic by Virtual and Other Detectors
131(1)
8.6 Connected Vehicle Pilot Studies
132(2)
8.7 Variable Pricing
134(1)
8.8 Closing Comments
135(2)
References
135(1)
Problems
135(2)
Part II Traffic Studies and Programs
137(172)
9 Traffic Data Collection and Reduction Methodologies
138(17)
9.1 Sources of Data
139(5)
9.2 The Connected Vehicle
144(1)
9.3 Applications of Traffic Data
144(1)
9.4 Types of Studies
145(1)
9.5 Manual Data Collection Methodologies
146(4)
9.6 Semi-Automated Studies Using Pneumatic Road Tubes and Similar Devices
150(1)
9.7 Permanent Detectors and Their Use
151(1)
9.8 Closing Comments
152(3)
References
152(1)
Problems
152(3)
10 Traffic Volume Studies and Characteristics
155(31)
10.1 Volume Characteristics
155(8)
10.2 Intersection Volume Studies
163(2)
10.3 Limited Network Volume Studies
165(7)
10.4 Statewide Counting Programs
172(5)
10.5 Specialized Counting Studies
177(7)
10.6 Closing Comments
184(2)
References
184(1)
Problems
184(2)
11 Speed, Travel Time, and Delay Studies
186(32)
11.1 Introduction
186(1)
11.2 Spot Speed Studies
187(18)
11.3 Travel-Time Studies
205(6)
11.4 Intersection Delay Studies
211(5)
11.5 Closing Comments
216(2)
References
216(1)
Problems
216(2)
12 Highway Traffic Safety: An Overview
218(36)
12.1 Introduction
218(2)
12.2 Current and Emerging Priorities
220(7)
12.3 The Highway Safety Manual
227(11)
12.4 Historical Crash Data and Regression to the Mean
238(1)
12.5 Effective Crash Countermeasures
238(2)
12.6 Approaches to Highway Safety
240(3)
12.7 Commonly Used Crash Statistics and Analyses
243(4)
12.8 Site Analysis
247(3)
12.9 Closing Comments
250(4)
References
251(1)
Problems
251(3)
13 Parking: Characteristics, Studies, Programs, and Design
254(32)
13.1 Parking Demand
255(8)
13.2 Parking Studies and Characteristics
263(8)
13.3 Design Aspects of Parking Facilities
271(11)
13.4 Parking Programs, Policy, and Management
282(2)
13.5 Closing Comments
284(2)
References
284(1)
Problems
284(2)
14 Traffic Impact Studies and Analyses
286(23)
14.1 Scope of This
Chapter
287(1)
14.2 An Overview of the Process
287(5)
14.3 Tools, Methods, and Metrics
292(1)
14.4 Case Study 1: Driveway Location
293(3)
14.5 Case Study 2: Most Segments of a Traffic Impact Analysis
296(11)
14.6 Closing Comments
307(2)
References
307(1)
Problems
308(1)
Part III Interrupted Flow Facilities: Design, Control, and Level of Service
309(334)
15 The Hierarchy of Intersection Control
310(28)
15.1 Level I Control: Basic Rules of the Road
311(2)
15.2 Level II Control: YIELD and STOP Control
313(4)
15.3 Level III Control: Traffic Control Signals
317(16)
15.4 Closing Comments
333(5)
References
333(1)
Problems
333(5)
16 Traffic Signal Hardware
338(20)
16.1 Functional Layouts at a Signalized Intersection
338(2)
16.2 Some History
340(3)
16.3 Controller and Other Standards
343(1)
16.4 Common Terminology
344(2)
16.5 Convention for Numbering Movements and Phases
346(1)
16.6 Ring-and-Barrier Diagram
347(3)
16.7 Preferential Treatment
350(1)
16.8 ASCT System Objectives
351(1)
16.9 Sensors and Data Feeds
351(3)
16.10 Traffic Signal Display Hardware
354(1)
16.11 Traffic Signal Maintenance
355(1)
16.12 Closing Comments
356(2)
References
356(1)
Problems
356(2)
17 Fundamentals of Intersection Design and Layout
358(16)
17.1 Intersection Design Objectives and Considerations
358(1)
17.2 A Basic Starting Point: Sizing the Intersection
359(3)
17.3 Intersection Channelization
362(2)
17.4 Special Situations at Intersections
364(9)
17.5 Closing Comments
373(1)
References
373(1)
Problems
373(1)
18 Principles of Intersection Signalization
374(29)
18.1 Terms and Definitions
374(3)
18.2 Discharge Headways, Saturation Flow, Lost Times, and Capacity
377(5)
18.3 The Critical-Lane and Time-Budget Concepts
382(5)
18.4 The Concept of Left-Turn (and Right-Turn) Equivalency
387(2)
18.5 Delay as a Measure of Effectiveness
389(11)
18.6 Closing Comments
400(3)
References
400(1)
Problems
400(3)
19 Fundamentals of Signal Timing and Design: Pre-timed Signals
403(44)
19.1 Introduction
403(1)
19.2 Development of a Signal Phase Plan
404(15)
19.3 Determining Vehicular Requirements for Signal Design and Timing
419(7)
19.4 Determining Pedestrian Signal Requirements
426(3)
19.5 Compound Signal Phasing
429(1)
19.6 Sample Signal Timing Problems
430(17)
References
442(1)
Problems
443(4)
20 Fundamentals of Signal Timing and Design: Actuated Signals
447(20)
20.1 Types of Actuated Control
448(1)
20.2 Detectors and Detection
449(1)
20.3 Actuated Control Features and Operation
450(3)
20.4 Actuated Signal Timing and Design
453(5)
20.5 Sample Problems in Actuated Signal Design and Timing
458(9)
References
464(1)
Problems
464(3)
21 Signal Coordination for Arterials and Networks
467(32)
21.1 A Key Requirement: A Common Cycle Length
467(1)
21.2 The Time-Space Diagram
467(2)
21.3 Ideal Offsets
469(1)
21.4 Signal Progression on One-Way Streets
469(6)
21.5 Signal Progression for Two-Way Streets and Networks
475(6)
21.6 Types of Progression
481(4)
21.7 Software for Signal Progression Design
485(1)
21.8 Coordination of Signals for Oversaturated Networks
486(13)
References
495(1)
Problems
495(4)
22 Capacity and Level of Service Analysis: Signalized Intersections---The HCM Method
499(46)
Part I Analysis of Pre-timed Signalized Intersections
500(1)
22.1 Fundamental Concepts
500(5)
22.2 Model Structure for Pre-timed Signals
505(1)
22.3 Computational Steps in the Model
505(23)
22.4 Interpreting the Results of Signalized Intersection Analysis
528(1)
22.5 Methodological Complexities
529(7)
Part II Analysis of Actuated Signals
536(1)
Part III Calibration Issues
536(1)
22.6 Measuring Prevailing Saturation Flow Rates
537(1)
22.7 Measuring Base Saturation Flow Rates
537(1)
22.8 Measuring Start-Up Lost Time
537(2)
22.9 Calibrating Adjustment Factors
539(2)
22.10 Normalizing Signalized Intersection Analysis
541(1)
Part IV Closing Comments
542(3)
References
542(1)
Problems
542(3)
23 Planning-Level Analysis of Signalized Intersections
545(14)
23.1 The TRB Circular 212 Methodology
545(1)
23.2 The 2016 HCM Planning Methodology
546(10)
23.3 Closing Comments
556(3)
References
556(1)
Problems
557(2)
24 Urban Streets and Arterials: Complete Streets and Level of Service
559(13)
24.1 Designing Urban Streets
560(3)
24.2 Level of Service Analysis of a Multimodal Street Segment
563(7)
24.3 Facility Level of Service Analysis
570(1)
24.4 Closing Comments
570(2)
References
570(1)
Problems
571(1)
25 Unsignalized Intersections and Roundabouts
572(46)
Part I Two Way Stop-Controlled Intersections
573(1)
25.1 TWSC Intersection Operation: A Fundamental Modeling Approach
573(1)
25.2 Computational Steps in TWSC Intersection Analysis
574(10)
25.3 Interpreting Results
584(5)
Part II All-Way STOP-Controlled Intersections
589(2)
25.4 Computational Steps
591(7)
25.5 Comment
598(4)
Part III Roundabouts
602(1)
25.6 Types of Roundabouts and General Characteristics
603(1)
25.7 Signing and Marking for Roundabouts
603(5)
25.8 Capacity and Level of Service Analysis of Roundabouts
608(7)
25.9 Closing Comments
615(3)
References
615(1)
Problems
616(2)
26 Interchanges and Alternative Intersections
618(25)
26.1 Interchanges
619(6)
26.2 Alternative Intersections
625(5)
26.3 Level of Service Analysis
630(8)
26.4 Closing Comments
638(5)
References
639(1)
Problems
639(4)
Part IV Uninterrupted Flow Facilities: Design, Control, and Level of Service
643(135)
27 An Overview of Geometric Design of Roadways
644(27)
27.1 Introduction to Highway Design Elements
644(2)
27.2 Horizontal Alignment of Highways
646(13)
27.3 Vertical Alignment of Highways
659(6)
27.4 Cross-Sectional Elements of Highways
665(4)
27.5 Closing Comments
669(2)
References
669(1)
Problems
669(2)
28 Capacity and Level of Service Analysis: Basic Freeway and Multilane Highway Segments
671(32)
28.1 Facility Types Included
671(1)
28.2 Segment Types on Freeways and Some Multilane Highways
672(1)
28.3 Generic Speed-Flow Characteristics on Freeways and Multilane Highways
672(2)
28.4 Levels of Service for Freeways and Multilane Highways
674(2)
28.5 Base Speed-Flow Curves
676(11)
28.6 Applications of Base Curves to Capacity and LOS Analysis of Freeways and Multilane Highways
687(2)
28.7 The Heavy Vehicle Adjustment Factor and Related Issues
689(5)
28.8 Sample Problems
694(6)
28.9 Closing Comments
700(3)
References
700(1)
Problems
701(2)
29 Capacity and Level of Service Analysis: Weaving Segments on Freeways and Multilane Highways
703(25)
29.1 Level of Service Criteria for Weaving Segments
704(1)
29.2 Converting Demand Volumes to Flow Rates in pc/h
705(1)
29.3 A Brief History of the Development of Weaving Segment Methodologies
705(1)
29.4 Component Flows in a Weaving Area
706(1)
29.5 Critical Geometric Variables Describing a Weaving Segment
707(4)
29.6 Computational Procedures for Weaving Area Analysis
711(9)
29.7 Sample Problems in Weaving Segment Analysis
720(8)
References
725(1)
Problems
726(2)
30 Capacity and Level of Service Analysis: Merge and Diverge Segments on Freeways and Multilane Highways
728(25)
30.1 Level-of-Service Criteria
729(1)
30.2 Converting Demand Volumes
729(1)
30.3 Fundamental Variables Involved in Merge and Diverge Segment Analysis
730(1)
30.4 Computational Procedures for Merge and Diverge Segments
731(10)
30.5 Special Cases in Merge and Diverge Analysis
741(4)
30.6 Closing Comments
745(1)
30.7 Sample Problems in Merging and Diverging Analysis
745(8)
References
751(1)
Problems
751(2)
31 Operation and Analysis of Freeways and Highways
753(25)
31.1 Traffic Markings on Freeways and Rural Highways
753(5)
31.2 Signing for Freeways and Rural Highways
758(13)
31.3 Establishing and Posting of Speed Limits on Rural Roads
771(1)
31.4 Managed Lanes on Freeways
772(2)
31.5 Active Transportation and Demand Management Strategies
774(1)
31.6 Analysis of Freeway Facilities
774(4)
References
776(1)
Problems
777(1)
Index 778
About our authors Dr. Roger P. Roess is Department Head in the Department of Civil Engineering at Polytechnic Institute of NYU.

Elena S. Prassas is an Associate Professor in the Department of Civil Engineering at Polytechnic Institute of NYU. She earned her Doctor of Philosophy and Master of Science from Polytechnic University and her Bachelor of Arts from the State University of New York, Oneonta. She is a Member of TRB's Highway Capacity and Quality of Service Committee (HCQSC), the Chair of the HCQSC Signalized Intersection Subcommittee and a Member of both the ITE and WTS.

William R. McShane is the Vice President of Operations and Dean of Engineering at Polytechnic University. He earned his BSEE from Manhattan College and his MS and PhD in Systems Engineering from Polytechnic University. His areas of interest include quality control, controls and simulation and engineering economics.