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Road planning-freeways and country roads / Thomas Richter.
- Format:
- Book
- Author/Creator:
- Richter, Thomas, author.
- Language:
- English
- Subjects (All):
- Roads--Design and construction.
- Roads.
- Physical Description:
- 1 online resource (289 pages)
- Place of Publication:
- Wiesbaden, Germany : Springer, [2023]
- Summary:
- "The book covers the planning and design of highways and country roads. The quality requirements for the road are derived from the network planning. After an excursus into the fundamentals of driving dynamics, the design elements are described in the site plan, in the height plan and in cross-section. After a detailed presentation of the intersection solutions, the necessary equipment is compiled. This book is a translation of the original German 1st edition Planung von Autobahnen und Landstraen by Richter Thomas published by Springer Fachmedien Wiesbaden GmbH, part of Springer Nature in 2016. The translation was done with the help of artificial intelligence (machine translation by the service DeepL.com). A subsequent human revision was done primarily in terms of content, so that the book will read stylistically differently from a conventional translation. Springer Nature works continuously to further the development of tools for the production of books and on the related technologies to support the authors."-- Provided by publisher.
- Contents:
- Intro
- Preface
- Contents
- 1: Introduction
- 1.1 Historical Review of Country Roads and Motorways
- 1.2 Development of Transport
- 1.3 Road Planning Objectives
- 2: Road Network Design
- 2.1 Functions of the Roads
- 2.2 Category Groups
- 2.3 Connection Function
- 2.4 Road Networks in Europe and Germany
- 3: Targets with Measurement and Description Variables
- 3.1 Target Field Traffic Quality
- 3.2 Target Field Road Safety
- 3.3 Target Field Environment
- 3.4 Target Field Costs
- 4: Usage Requirements
- 5: Planning Process
- 5.1 General Transport Planning and Consideration Process
- 5.2 Planning Process for Motorways and Rural Roads
- 6: Road Categories and Design Classes
- 6.1 Motorways
- 6.2 Country Roads
- 7: Design Characteristics of the Design Classes
- 7.1 Motorways
- 7.2 Country Roads
- 7.2.1 Country Roads of EKL 1
- 7.2.2 Country Roads of the EKL 2
- 7.2.3 Country Roads of the EKL 3
- 7.2.4 Country Roads of the EKL 4
- 7.2.5 Dual Two-lane Rural Roads
- 8: Vehicle Dynamics
- 8.1 State of the Art
- 8.2 Driver-Vehicle-Road Space: Control Loop
- 8.2.1 Driver
- 8.2.2 Vehicle
- 8.2.3 Driving Resistances
- 8.2.4 Tractive and Braking Forces
- 8.2.5 The Street
- 8.3 Coefficients of Friction
- 8.4 Driving Dynamics of the Individual Vehicle
- 8.4.1 Driving on a Straight, Horizontal Road
- 8.4.2 Driving on a Straight Line with a Gradient
- 8.4.3 Driving through Curves
- 8.5 Driving Dynamics Derivation of Design Variables in the RAS-L 95
- 8.5.1 Speeds
- 8.5.2 Minimum Radii
- 8.5.3 Required Sight Distance
- 9: Standard Cross-sections
- 9.1 State of the Art
- 9.1.1 Road Safety
- 9.1.2 Traffic Flow
- 9.1.3 Status of the Guidelines
- 9.2 Standard Cross-sections for Motorways
- 9.2.1 Standard Cross-sections for Motorways of the EKA 1.
- 9.2.2 Standard Cross-sections for Motorways of the EKA 2
- 9.2.3 Standard Cross-sections for Motorways of the EKA 3
- 9.2.4 Definition of Standard Cross-sections for Motorways
- 9.2.4.1 Quality Criteria
- 9.2.4.2 Traffic Flow on Motorway Sections
- 9.2.5 Standard Cross-sections for Bridges
- 9.3 Standard Cross-sections for Rural Roads
- 9.3.1 Standard Cross-sections for Roads of EKL 1
- 9.3.2 Standard Cross-sections for Roads of EKL 2
- 9.3.3 Standard Cross-sections for Roads of EKL 3
- 9.3.4 Standard Cross-sections for Roads of the EKL 4
- 9.3.5 Standard Cross-section for Roads from EKL 1 to EKL 3 with Very High Traffic Demand
- 9.3.6 Design of Standard Cross-sections for Rural Roads
- 9.3.6.1 Quality Criteria
- 9.3.6.2 Influencing Factors
- Cross-section
- 9.3.6.3 Length of Double and Single Lane Sections on Three-lane Roads
- 9.3.6.4 Line Management
- 9.3.6.5 Longitudinal Slope
- 9.3.6.6 Curvature and Overtaking Possibility
- 9.3.6.7 Control Conditions
- 9.3.6.8 Traffic Intensity and Composition
- 9.3.6.9 Environmental Conditions
- 9.3.6.10 Speed Flow Relation
- 9.3.6.11 Average Car Driving Speed
- 9.4 Cross-sectional Elements
- 10: Intersections
- 10.1 State of the Art
- 10.1.1 Road Safety
- 10.1.2 Traffic Flow
- 10.1.3 Status of the Guidelines
- 10.2 Intersections for Motorways
- 10.2.1 Basic Principles
- 10.2.1.1 Position of the Continuous Roadway
- 10.2.1.2 Cross-section of the Continuous Road
- 10.2.1.3 Alignment of the Continuous Roadway
- 10.2.1.4 The Distance Between Intersections
- 10.2.2 Four-way Motorway Intersections
- 10.2.3 Three-way Motorway Intersections
- 10.2.4 Access Intersections
- 10.2.5 Design Elements for Motorway Intersections
- 10.2.5.1 Ramps
- Ramp Group I
- Ramp Group II
- Ramp Design Elements
- 10.2.5.2 Exits
- Design of the Exit Areas
- 10.2.5.3 Interweaving.
- 10.2.5.4 Entries
- 10.2.6 Dimensioning of Intersection Elements for Motorways
- 10.2.6.1 Entries
- 10.2.6.2 Weaving Sections
- 10.2.6.3 Exits
- 10.3 Intersection Types for Rural Roads
- 10.3.1 Types of Intersections
- 10.3.2 Requirements for the Intersection Design
- 10.3.2.1 Intersection Distances
- 10.3.2.2 Major Road
- 10.3.2.3 Alignment in Intersection Areas
- 10.3.2.4 Intersection Site Plan
- 10.3.2.5 Intersection Longitudinal Section
- 10.3.2.6 Road Drainage and Gradient Transitions
- 10.3.2.7 Carriageways
- 10.3.3 Intersections for Roads of EKL 1
- 10.3.3.1 Grade-Separated Intersections
- 10.3.3.2 Partly Grade-separated Intersections
- 10.3.4 Intersections for Roads of EKL 2
- 10.3.4.1 Partly at-grade Intersections
- 10.3.4.2 At-grade Intersections with Traffic Lights
- 10.3.5 Intersections for Roads of EKL 3
- 10.3.5.1 At-grade Intersections with Traffic Signals
- 10.3.5.2 Roundabouts
- 10.3.6 Intersections for Roads of the EKL 4
- 10.3.7 Design Elements for Grade-separated and Partly Grade-separated Intersections on Rural Roads
- 10.3.7.1 Continuous Lanes
- 10.3.7.2 Ramps
- 10.3.7.3 Entrances
- 10.3.8 Design Elements for At-grade Intersections and T-junctions on Rural Roads
- 10.3.8.1 Design Elements for Left-hand Turnings
- 10.3.8.2 Design Elements for Right-hand Turns
- 10.3.8.3 Design Elements for Crossing and Turning Vehicles
- 10.3.8.4 Lane Dividers: Directional Islands
- Construction
- 10.3.8.5 Triangular Islands
- 10.3.8.6 Corner Rounding
- Design Notes for the Right-hand Turn-off
- Design Notes for a Right-hand Turn in
- 10.3.9 Design Elements for Roundabouts on Rural Roads
- 10.3.9.1 Circular Road
- 10.3.9.2 Circle Island
- 10.3.9.3 Circle Entries and Exits
- Construction of a Directional Island at Roundabouts
- 10.3.9.4 Bypass.
- 10.3.10 Central Islands and Crossing Points
- 10.3.11 Dimensioning of Intersections on Rural Roads
- 10.3.11.1 Relevant Traffic Volumes
- 10.3.11.2 Intersection Geometry
- 10.3.11.3 Right of Way, Traffic Streams and their Ranks
- 10.3.11.4 Factors of Influence
- T-Junctions
- Intersections
- 10.3.11.5 Critical and Subsequent Time Gaps
- 10.3.11.6 Turn-off Device for Right-hand Traffic
- 10.3.11.7 Quality Criteria and Levels of Quality of Traffic Flow
- 10.3.11.8 Calculation of Capacity
- Basic Capacity
- Capacity
- T-Junction
- Intersection
- 10.3.11.9 Capacity Reserve, Average Waiting Time, Permissible Traffic Volumes
- 10.3.11.10 Verification of Queueing Lengths
- 10.3.11.11 Assessment of the Quality of Traffic Flow
- 11: Integrated Consideration of Road Sections and Intersections
- 12: Design Elements in the Site Plan
- 12.1 State of the Art
- 12.2 Basic Principles
- 12.3 Layout Finding
- 12.4 Straight Lines
- 12.5 Circular Curves
- 12.6 Transition Curve
- 12.7 Site Plan Curves
- 13: Design Elements in the Elevation Plan
- 13.1 State of the Art
- 13.2 Longitudinal Inclinations
- 13.3 Crest and Sag Curves
- 14: Design Elements in Cross Section
- 14.1 State of the Art
- 14.2 Crossfall
- 14.2.1 Crossfall in the Straight Line
- 14.2.2 Crossfall in Circular Curves
- 14.3 Superelevation and Superelevation Development
- 14.4 Widening of Carriageway in Tight Curves
- 14.5 Road Widening
- 14.6 Special Features of the Alignment in the Area of Bridges and Tunnels
- 15: Sight Distance
- 15.1 State of the Art
- 15.2 Required Stop Sight Distance
- 15.3 Orientation Sight Distance
- 15.4 Required Overtaking Sight Distance
- 15.5 Existing Sight Distance
- 16: Spatial Alignment
- 16.1 State of the Art
- 16.2 Site Plan Elements
- 16.3 Height Plan Elements.
- 16.4 Overlay of Site Plan and Elevation Plan
- 16.5 Standard Spatial Elements
- 16.6 Deficits in Spatial Alignment
- 16.6.1 Visual Shadows
- 16.6.2 Concealed Curve Start
- 16.6.3 Delongation and Compression
- 16.6.4 Design Deficits
- 17: Visualization of Roads
- 18: Roadside Furniture and Additional Facilities
- 18.1 Traffic Signs
- 18.1.1 Danger Sign
- 18.1.2 Regulation Sign
- 18.1.3 Guidance Signs
- 18.2 Signposting
- 18.3 Road Markings
- 18.4 Traffic Guidance Systems
- 18.4.1 Delineator (Sign 620)
- 18.4.2 Guiding Boards and Guide Marks
- 18.5 Vehicle Restraint Systems (Safety Barriers)
- 18.6 Immission Control Devices
- 18.6.1 Noise Protection Measures
- 18.6.1.1 Modal Shift
- 18.6.1.2 Planting
- 18.6.1.3 Soundproof Facilities
- 18.6.1.4 Encapsulation of the Road
- 18.6.1.5 Building
- 18.7 Other Roadside Furniture Elements
- 18.7.1 Wild Animals Protection Fences
- 18.7.2 Anti-Glare Fences
- 18.7.3 Lighting
- 18.7.4 Planting
- 18.7.5 Service Stations
- 19: Drainage
- 19.1 Safety Aspects in the Drainage of Traffic Areas
- 19.2 Drainage Measures
- 19.3 Road Construction in Water Catchment Areas
- References
- Index.
- Notes:
- Includes bibliographical references and index.
- Description based on print version record.
- Finding Aid/Index:
- Includes bibliogrpahical references (pages 279-283) and index.
- ISBN:
- 9783658351892
- 3658351896
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