Traffic Engineering - Pearson

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Traffic EngineeringFifth EditionRoger P. Roess, Ph.D.Professor EmeritusNew York University Tandon School of EngineeringElena S. Prassas, Ph.D.Associate Professor of Transportation EngineeringNew York University Tandon School of EngineeringWilliam R. McShane, Ph.D., PE, PTOEProfessor EmeritusNew York University Tandon School of EngineeringChairman Emeritus, KLD Engineering, P.C.President/CEO, KLD Associates, Inc.330 Hudson Street, NY NY 10013A01 ROES9717 05 SE FM.indd 11/24/18 3:39 PM

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ContentsPrefaceix3.33.43.5Vehicle Characteristics  37Roadway Characteristics  47Traffic Control Systems andCharacteristics  513.6Closing Comments  51References 51Problems 52Part I Basic Concepts 2Traffic Engineering as a Profession   2Transportation Systems and TheirFunction  51.3History of U.S. Highway Legislation   91.4Elements of Traffic Engineering   131.5Modern Problems for the Traffic Engineer  141.6Standard References for the TrafficEngineer  151.7Metric versus U.S. Units   161.8Closing Comments  16References  16244.1The Manual on Uniform Traffic ControlDevices  534.2Traffic Markings  574.3Traffic Signs  634.4Traffic Signals  754.5Special Types of Control   814.6Closing Comments  81References 82Problems 82Transportation Modesand Characteristics  172.12.2Classifying Transportation Modes  17The Transportation Infrastructureand Its Use   182.3Modal Attributes  192.4The Capacity of Transportation Modes   222.5Multimodal Focus  25References 25Problems 2635Traffic Stream Characteristics   835.15.25.3Types of Facilities   83Traffic Stream Parameters   84Relationships among Flow Rate, Speed,and Density  925.4A Brief History of Mathematical Modelsof Freeway Flow—Traffic Flow Theory  945.5Characteristics of Interrupted Flow   1005.6Closing Comments  100References 100Problems 100Road-User, Vehicle, and RoadwayCharacteristics  273.13.2Communicating with Drivers: TrafficControl Devices  53Dealing with Diversity   27Road Users and Their Characteristics   28iiiA01 ROES9717 05 SE FM.indd 31/24/18 3:39 PM

iv6CONTENTSThe Concepts of Demand,Volume, and Capacity   1026.16.2When Capacity Constrains Demand   102Relationships among Demand,Volume (or Rate of Flow),and Capacity  1036.3The Formation of Queues and Their Impacts  1076.4Bottlenecks, Hidden Bottlenecks, andDemand Starvation  1096.5Capacity versus Queue Discharge   1106.6Closing Comments  112Problems 1127Level of Service and the HighwayCapacity Manual: History and Fundamental Concepts  114Uninterrupted and InterruptedFlow Facilities  1157.2A Brief Chronology of theHighway Capacity Manual  1157.3The Concept of Capacity   1187.4The Concept of Level of Service   1197.5Service Volumes and ServiceFlow Rates  1237.6The v/c Ratio and Its Use in CapacityAnalysis  1247.7Closing Comments  125References 125Problems 125Part II Traffic Studies and Programs   13799.19.29.39.49.5Sources of Data   139The Connected Vehicle  144Applications of Traffic Data   144Types of Studies   145Manual Data Collection Methodologies  1469.6Semi-Automated Studies Using PneumaticRoad Tubes and Similar Devices   1509.7Permanent Detectors and Their Use   1519.8Closing Comments  152References 152Problems 152107.18An Overview  127ITS Standards  128ITS Systems Engineering Process   129ITS-Related Commercial Routing andDelivery  1318.5Sensing Traffic by Virtual and Other Detectors  1318.6Connected Vehicle Pilot Studies   1328.7Variable Pricing  1348.8Closing Comments  135References 135Problems 135A01 ROES9717 05 SE FM.indd 4Traffic Volume Studies and Characteristics  15510.1 Volume Characteristics  15510.2 Intersection Volume Studies  16310.3 Limited Network Volume Studies   16510.4 Statewide Counting Programs   17210.5 Specialized Counting Studies   17710.6 Closing Comments  184References 184Problems 18411Speed, Travel Time, and DelayStudies  18611.1 Introduction  18611.2 Spot Speed Studies   18711.3 Travel-Time Studies  20511.4 Intersection Delay Studies   21111.5 Closing Comments  216References 216Problems 216Intelligent TransportationSystems  1268.18.28.38.4Traffic Data Collectionand Reduction Methodologies   13812Highway Traffic Safety: ction  218Current and Emerging Priorities   220The Highway Safety Manual   227Historical Crash Data and Regressionto the Mean   238Effective Crash Countermeasures   238Approaches to Highway Safety   2401/24/18 3:39 PM

CONTENTSv16.316.416.5Controller and Other Standards   343Common Terminology  344Convention for Numbering Movementsand Phases  34616.6 Ring-and-Barrier Diagram  34716.7 Preferential Treatment  35016.8 ASCT System Objectives   35116.9 Sensors and Data Feeds   35116.10 Traffic Signal Display Hardware   35416.11 Traffic Signal Maintenance   35516.12 Closing Comments  356References 356Problems 35612.7Commonly Used Crash Statisticsand Analyses  24312.8 Site Analysis  24712.9 Closing Comments  250References 250Problems 25113Parking: Characteristics, Studies,Programs, and Design   25413.113.213.313.4Parking Demand  255Parking Studies and Characteristics   263Design Aspects of Parking Facilities   271Parking Programs, Policy, and Management  28213.5 Closing Comments  284References 284Problems 284141717.1Intersection Design Objectives andConsiderations  35817.2 A Basic Starting Point: Sizing theIntersection  35917.3 Intersection Channelization  36217.4 Special Situations at Intersections   36417.5 Closing Comments  373References 373Problems 373Traffic Impact Studies and Analyses  286Scope of This Chapter   287An Overview of the Process   287Tools, Methods, and Metrics   292Case Study 1: Driveway Location   293Case Study 2: Most Segmentsof a Traffic Impact Analysis   29614.6 Closing Comments  307References 307Problems 30814.114.214.314.414.518Terms and Definitions   374Discharge Headways, Saturation Flow,Lost Times, and Capacity   37718.3 The Critical-Lane and Time-Budget Concepts  38218.4 The Concept of Left-Turn (and RightTurn) Equivalency  38718.5 Delay as a Measure of Effectiveness   38918.6 Closing Comments  400References 400Problems 400The Hierarchy of Intersection Control  310Level I Control: Basic Rules of theRoad  31115.2 Level II Control: YIELD and STOP Control  31315.3 Level III Control: Traffic Control Signals  31715.4 Closing Comments  333References 333Problems 33315.116Traffic Signal Hardware   33816.116.2A01 ROES9717 05 SE FM.indd 5Functional Layouts at a Signalized Intersection  338Some History  340Principles of Intersection Signalization  37418.118.2Part III Interrupted Flow Facilities: Design,Control, and Level of Service   30915Fundamentals of IntersectionDesign and Layout   35819Fundamentals of Signal Timing andDesign: Pre-timed Signals   t of a Signal Phase Plan   404Determining Vehicular Requirements forSignal Design and Timing   419Determining Pedestrian SignalRequirements  4261/24/18 3:39 PM

viCONTENTSPart II: Analysis of ActuatedSignals  536Part III: Calibration Issues   53622.6 Measuring Prevailing Saturation FlowRates  53722.7 Measuring Base Saturation FlowRates  53722.8 Measuring Start-Up Lost Time   53722.9 Calibrating Adjustment Factors  53922.10 Normalizing Signalized Intersection Analysis  541Part IV: Closing Comments   542References 542Problems 54219.5 Compound Signal Phasing   42919.6 Sample Signal Timing Problems   430References 442Problems 44320   Fundamentals of Signal Timing andDesign: Actuated Signals  44720.120.220.3Types of Actuated Control   448Detectors and Detection   449Actuated Control Features andOperation  45020.4 Actuated Signal Timing and Design   45320.5 Sample Problems in Actuated Signal Design and Timing  458References 464Problems 4642123Signal Coordination for Arterials andNetworks  467A Key Requirement: A Common CycleLength  46721.2 The Time-Space Diagram  46721.3 Ideal Offsets  46921.4 Signal Progression on One-WayStreets  46921.5 Signal Progression for Two-Way Streetsand Networks  47521.6 Types of Progression   48121.7 Software for Signal Progression Design  48521.8 Coordination of Signals for OversaturatedNetworks  486References 495Problems 49523.123.2The TRB Circular 212 Methodology   545The 2016 HCM PlanningMethodology  54623.3 Closing Comments  556References 556Problems 55721.122Capacity and Level of Service Analysis:Signalized Intersections—The HCMMethod  499Part I: Analysis of Pre-timed SignalizedIntersections  50022.1 Fundamental Concepts  50022.2 Model Structure for Pre-timedSignals  50522.3 Computational Steps in the Model   50522.4 Interpreting the Results of SignalizedIntersection Analysis  52822.5 Methodological Complexities  529A01 ROES9717 05 SE FM.indd 6Planning-Level Analysis of SignalizedIntersections  54524Urban Streets and Arterials: CompleteStreets and Level of Service   55924.124.2Designing Urban Streets   560Level of Service Analysis of a MultimodalStreet Segment  56324.3 Facility Level of Service Analysis   57024.4 Closing Comments  570References 570Problems 57125Unsignalized Intersectionsand Roundabouts  572Part I: Two Way Stop-Controlled Intersections  57325.1 TWSC Intersection Operation:A Fundamental ModelingApproach  57325.2 Computational Steps in TWSCIntersection Analysis  57425.3 Interpreting Results  584Part II: All-Way STOP-ControlledIntersections  58925.4 Computational Steps  59125.5 Comment  5981/24/18 3:39 PM

CONTENTSviiPart III: Roundabouts   60225.6 Types of Roundabouts andGeneral Characteristics  60325.7 Signing and Marking forRoundabouts  60325.8 Capacity and Level of ServiceAnalysis of Roundabouts   60825.9 Closing Comments  615References 615Problems 61626  Interchanges and Alternative Intersections  61828.6Applications of Base Curves to Capacityand LOS Analysis of Freewaysand Multilane Highways   68728.7 The Heavy Vehicle AdjustmentFactor and Related Issues   68928.8 Sample Problems  69428.9 Closing Comments  700References 700Problems 7012926.1 Interchanges  61926.2 Alternative Intersections  62526.3 Level of Service Analysis   63026.4 Closing Comments  638References 639Problems 63929.1Level of Service Criteria for Weaving Segments  70429.2 Converting Demand Volumes to FlowRates in pc/h   70529.3 A Brief History of the Development ofWeaving Segment Methodologies   70529.4 Component Flows in a WeavingArea  70629.5 Critical Geometric Variables Describing aWeaving Segment  70729.6 Computational Procedures for WeavingArea Analysis  71129.7 Sample Problems in Weaving SegmentAnalysis  720References 725Problems 726Part IV Uninterrupted Flow Facilities: Design, Control, and Level of Service  64327An Overview of Geometric Designof Roadways  644Introduction to Highway Design Elements  64427.2 Horizontal Alignment of Highways   64627.3 Vertical Alignment of Highways   65927.4 Cross-Sectional Elements of Highways  66527.5 Closing Comments  669References 669Problems 66927.128Capacity and Level of ServiceAnalysis: Basic Freeway andMultilane Highway Segments   67128.128.228.328.428.5A01 ROES9717 05 SE FM.indd 7Facility Types Included  671Segment Types on Freeways and SomeMultilane Highways  672Generic Speed-Flow Characteristicson Freeways and MultilaneHighways  672Levels of Service for Freewaysand Multilane Highways   674Base Speed-Flow Curves   676Capacity and Level of Service Analysis:Weaving Segments on Freewaysand Multilane Highways   70330Capacity and Level of Service Analysis: Merge and Diverge Segments on Freeways and Multilane Highways  72830.130.230.3Level-of-Service Criteria  729Converting Demand Volumes  729Fundamental Variables Involved in Mergeand Diverge Segment Analysis   73030.4 Computational Procedures for Merge andDiverge Segments  73130.5 Special Applications in Merge and DivergeAnalysis  74130.6 Closing Comments  74530.7 Sample Problems in Merging and Diverging Analysis  745References 751Problems 7511/24/18 3:39 PM

viii31CONTENTSOperation and Analysis of Freewaysand Highways  75331.131.231.3Traffic Markings on Freeways and RuralHighways  753Signing for Freeways and Rural Highways  758Establishing and Posting of Speed Limitson Rural Roads   771A01 ROES9717 05 SE FM.indd 831.431.5Managed Lanes on Freeways   772Active Transportation and Demand Management Strategies  77431.6 Analysis of Freeway Facilities 774References 776Problems 777Index  7781/24/18 3:39 PM

PrefaceThe transportation system is the nation’s lifeblood circulation system. Our complex system of roads and highways,railroads, airports and airlines, waterways, and urbantransit systems provides for the movement of people andgoods to and from the most remote outposts of the nation. It is the transportation network which allows for theconcentrated production of food, goods, energy, and other material in an economically optimal manner, knowingthat the systems needed to collect raw materials, and distribute final products throughout the nation are in place.Traffic engineering deals with several critical elements of the transportation system: our streets andhighways, and the transportation services they support.Because the transportation system is such a critical partof our infrastructure, the traffic engineer is involved in awide range of issues, often in a very public setting, andmust bring a broad range of skills to the table. Traffic engineers must have an appreciation for and understandingof planning, design, management, construction, operation, control, and system optimization. All of these functions involve traffic engineers at some level.This text focuses on the key engineering skills required to practice traffic engineering in a broad setting.This is the fifth edition of the textbook, and it includesthe latest standards and criteria of the Manual on UniformTraffic Control Devices (2009, as updated through May2012), the Policy on Geometric Design of Highways andStreets (2011), the Highway Capacity Manual (2016), theHighway Safety Manual (2010, with 2014 Supplement),and other critical documents. While this edition uses thelatest versions of basic references, students must be awarethat all of these are periodically updated, and (at somepoint), versions not available at this writing will becomeavailable, and should be used.The text is organized into four major functional parts:Part I – Basic Concepts and CharacteristicsPart II – Traffic Studies and ProgramsPart III – Interrupted Flow Facilities: Design, Control, and Level of ServicePart IV – Uninterrupted Flow Facilities: Design,Control, and Level of ServiceThe text is appropriate for an undergraduate surveycourse in traffic engineering, or for more detailed graduate (or undergraduate) courses focusing on specific aspects of the profession. A survey course might includeall of Part I, a selection of chapters from Part II, and afew chapters focusing on signal design and/or capacityand level of service analysis. Over the years, the authorshave used the text for graduate courses on Traffic Studiesand Characteristics, Traffic Control and Operations, andHighway Capacity and Level of Service Analysis. Specialcourses on highway traffic safety and geometric designhave also used this text.Some chapters, particularly Traffic Impact and Mitigation Studies, are organized around case studies. Theseshould only be used in a more advanced course with aninstructor who is familiar with the many tools referenced.What’s New in This EditionThis edition of the textbook adds a significant amount ofmaterial, including, but not limited to:1. More than 50% of the homework problems (andan available solutions manual) are new for mostchapters.ixA01 ROES9717 05 SE FM.indd 91/24/18 3:39 PM

xPREFACE2. New material on unsignalized intersections,roundabouts, alternative intersections, interchanges, operation and analysis of facilities,and more.3. Material on signalized intersections, signaldesign and timing, and signal hardware has been updated and extended.4. Material from the latest editions of key trafficengineering references is included, as notedpreviously.5. Links to a number of new Web sites which students and instructors will find valuable.There are some additional revisions. There is nooverview chapter on statistics; undergraduate engineering degrees now require coursework in statistics. We haveincluded supporting material on statistical analyses within the applications in which they are used. An overviewchapter can’t cover everything, and it should be expectedA01 ROES9717 05 SE FM.indd 10that modern engineering students have been exposed tothis material. The text still provides details on a numberof capacity and level of service applications. The 2016HCM, however, has over 3,000 pages of printed and electronic material, and many complicated analyses can onlybe presented in outline or overview form. There is material from the Highway Safety Manual, but complete analysis material is included for only one type of application.Again, there is simply too much material to include morethan an example of its procedures and applications.We hope that students and instructors will continue to find this text useful in learning about theprofession of traffic engineering, and about many of itskey components. As in the past, comments are alwayswelcome.Roger P. RoessElena S. PrassasWilliam R. McShane1/24/18 3:39 PM

1.1 Traffic Engineering as a Profession 2 1.2 Transportation Systems and Their Function 5 1.3 History of U.S. Highway Legislation 9 1.4 Elements of Traffic Engineering 13 1.5 Modern Problems for the Traffic Engineer 14 1.6 Standard References for the Traffic Engineer 15 1.7 Metric versus U.S. Units 16 1.8 Closing Comments 16