TRANSPORTATION ENGINEERING
|
|
- Bruno Hodges
- 5 years ago
- Views:
Transcription
1 P R I N C I P L E S O F TRANSPORTATION ENGINEERING PARTHA CHAKROBORTY ANIMESH DAS
2 Principles of Transportation Engineering Partha Chakroborty Professor Department of Civil Engineering Indian Institute of Technology Kanpur Animesh Das Professor Department of Civil Engineering Indian Institute of Technology Kanpur New Delhi
3 PRINCIPLES OF TRANSPORTATION ENGINEERING Partha Chakroborty and Animesh Das 2003 by PHI Learning Private Limited, New Delhi. All rights reserved. No part of this book may be reproduced in any form, by mimeograph or any other means, without permission in writing from the publisher. ISBN The export rights of this book are vested solely with the publisher. Sixth Printing July, 2011 Published by Asoke K. Ghosh, PHI Learning Private Limited, M-97, Connaught Circus, New Delhi and Printed by Mudrak, 30-A, Patparganj, Delhi
4 To my father Durgadas Chakroborty Partha Chakroborty To my mentor Prof. B.B. Pandey Animesh Das
5 Contents Preface xv 1. Introduction Transportation Engineering Classification of Transportation Studies Modal Classification Elemental Classification Functional Classification Organization of the Book 13 Part I TRAFFIC ENGINEERING 2. Properties of Traffic Engineering Elements Introduction Vehicle Characteristics Size, Weight, Axle Configurations and Power-to-Weight Ratio Turning Radius and Turning Path Vehicle as a Source of Pollution Design Vehicle Human Factors and Driver Characteristics Perception Reaction Process Psychological Characteristics Comfort Vision Design Driver Road Characteristics Surface Conditions Slopes Curves Control Mechanisms Terminal Facilities 28 Exercises 28 v
6 vi Contents 3. Highway Geometric Design Introduction Typical Road Cross-section Horizontal Curves Radius and Superelevation Available Sight Distance Transition Curves Curve Widening Vertical Curves Length of Vertical Curves Geometry of Curves Channelization Design 53 Exercises Traffic Flow Introduction Fundamentals of Traffic Flow Flow Characterization Fundamental Relation of Traffic Flow Uninterrupted Traffic Flow Stream Characteristics Data Collection Macroscopic Traffic Flow Models Microscopic Traffic Flow Models Capacity and Level-of-Service Analysis of Basic Freeway (Expressway) Sections Fundamentals of Interrupted Traffic Flow Shock Waves Traffic Flow at Signalized Intersections Traffic Flow at Unsignalized Intersections Data Collection 117 Exercises Design of Traffic Facilities Introduction Freeways (or Expressways) Intersections Unsignalized Intersections Signalized Intersections Interchanges Warrants for Interchanges Design of Interchanges 153
7 Contents vii 5.5 Parking Facilities Parking Demand On-street Parking Off-street Parking Parking Stalls Vehicle Circulation Road Signs Text of the Sign Lettering, Letter Sizes, and Colour Placement 163 Exercises 165 Part II PUBLIC TRANSPORTATION 6. Transit System Operations Introduction Para-transit Systems Street Transit Systems (or Transit Systems) Rapid Transit Systems Route Development Properties of a Good Route Set Determination of a Good Route Set Stop Location and Stopping Policy Stopping Policy Stop Location Schedule Development Properties of a Good Schedule Determination of a Good Schedule 185 Exercises Capacity of Transit Systems Introduction Capacity of Rapid Transit Systems Line Capacity of RTS Capacity of Street Transit Systems 203 Exercises 204 Part III TRANSPORTATION PLANNING 8. Transportation Planning Process Introduction Elements of Transportation Planning Definition of Goals and Objectives 208
8 viii Contents 8.4 Identification of Needs Generation of Alternatives Evaluation of Alternatives Implementation of Alternatives 214 Exercises Transportation Demand Analysis Introduction Nature and Analysis of Transportation Demand Sequential Demand Analysis Trip-generation Models Trip-distribution Models Modal Split Model Traffic-assignment Models Collection of Transportation Demand Data 248 Exercises 249 Part IV PAVEMENT ENGINEERING 10. Pavement Materials and Characterization Introduction Soil Characterization Some Tests on Soil Stone Aggregates Source Characterization Tests on Aggregates Aggregate Gradation Batch Mixing Problem Bituminous Material Source Composition Characterization Other Forms of Bitumen Tests on Bituminous Binder Bituminous Mixes Mix Volumetrics Mix Design Stiffness Modulus and Fatigue Performance of Bituminous Mixes 310
9 Contents ix 10.6 Cement Composition Manufacture Tests Cement Concrete Stabilized Soil and Other Cemented Materials 317 Exercises 318 Annexure I 320 Annexure II Pavement Analysis Introduction Pavement Composition Bituminous Pavement Concrete Pavement Parameters for Pavement Analysis Elastic Modulus Poisson s Ratio Wheel Load, Wheel Configuration, and Tyre Pressure Temperature Analysis of Bituminous Pavement Structures Elastic Half-Space Solution Layered Elastic Solution Analysis of Concrete Pavement Structures Slab on Elastic Foundation Stresses in Concrete Pavements 344 Exercises Pavement Design Introduction Design Parameters Material Properties Traffic Characteristics Environmental Characteristics Design Life Philosophies of Design CBR Method California (Hveem) Method Limiting Shear Failure Method Limiting Deflection Method Regression Method Based on Pavement Performance Mechanistic Method for Bituminous Pavement Design 362
10 x Contents 12.4 Present Trends in Bituminous Pavement Design Shell Method Asphalt Institute Method Austroads Method South African Method Road Note 29 Method The AASHTO Design Method Japan Roads Association Method Indian Roads Congress Method Closing Remarks Present Trend in Concrete Pavement Design PCA Method Austroads Method AASHTO Method Indian Roads Congress Method Closing Remarks Drainage Considerations in Pavement Design Surface Drainage Sub-surface Drainage Further Discussion on Drainage Considerations Frost Damage in Pavement Design Other Design Concepts Bituminous Pavement with Cemented Base/Sub-base Stage Construction Airport Pavement Reinforced Concrete Pavement Full Depth Bituminous Pavement Pavement Shoulders 408 Exercises Highway Construction Introduction History of Road Construction Trésaguet Pavement Telford Pavement McAdam Pavement Equipment used in Highway Construction Earth Moving Equipment Aggregate Spreaders Rollers Nuclear Gauge Road Brooms Sprayers or Binder Distributors Paver Finisher 418
11 Principles Of Transportation Engineering 25% OFF Publisher : PHI Learning ISBN : Author : CHAKROBORTY, PARTHA, DAS, ANIMESH Type the URL : Get this ebook
Transportation Engineering
Transportation Engineering For Civil Engineering By www.thegateacademy.com Syllabus Syllabus for Transportation Engineering Transportation Infrastructure: Highway Alignment and Engineering Surveys; Geometric
More informationINDEX. Geometric Design Guide for Canadian Roads INDEX
Acceleration lane, see Lanes, Acceleration Access, 8.1 Access Management and Functional Classification 8.2 Access Management by Design Classification 8.3 Access Configuration 8.4 Building Set-Back Guidelines
More informationPlanning and Design of Proposed ByPass Road connecting Kalawad Road to Gondal Road, Rajkot - Using Autodesk Civil 3D Software.
Planning and Design of Proposed ByPass Road connecting Kalawad Road to Gondal Road, Rajkot - Using Autodesk Civil 3D Software. 1 Harshil S. Shah, 2 P.A.Shinkar 1 M.E. Student(Transportation Engineering),
More informationDownloaded from Downloaded from /1
VI SEMESTER FINAL EXAMINATION-2003 Q. [1] [a] Draw a right angle four-arm intersection of two roads and show various conflicts points if [a] both roads are with way movements, and [b] one road is with
More informationInternational Journal of Advance Research in Engineering, Science & Technology
Impact Factor (SJIF): 4.542 International Journal of Advance Research in Engineering, Science & Technology e-issn: 2393-9877, p-issn: 2394-2444 Volume 4, Issue 4, April-2017 Planning & Design Of New By-pass
More informationAlberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999
Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999,1'(; A ACCELERATION Data on acceleration from stop D-29 Effects of grade D-35 Intersections D-97, D-99 Lanes D-97, F-5, F-7, F-15, F-21,
More information3-13 UFC - GENERAL PROVISIONS AND GEOMETRIC DESIGN FOR ROADS, STREETS, WALKS, AND OPEN
maintenance, and erosion. Stability is required to maintain the integrity of the pavement structure, and a slope stability analysis should be conducted for cuts and fills greater than 15 feet. For lower
More informationGeometric designs for Safe Highways. Dr. Manoj M. Asst. Professor Department of Civil Engineering IIT Delhi
Geometric designs for Safe Highways Dr. Manoj M. Asst. Professor Department of Civil Engineering IIT Delhi WORKSHOP-CUM-TRAINING PROGRAMME ON ROAD SAFETY 17th 21st September 2018 Outline Introduction Cross
More informationRecommended Roadway Plan Section 2 - Land Development and Roadway Access
Recommended Roadway Plan Section 2 - Land Development and Roadway Access SECTION 2 Land Development and Roadway Access 2.1 Land Use and Access Management The Federal Highway Administration (FHWA) defines
More informationCity of Prince Albert Statement of POLICY and PROCEDURE. Department: Public Works Policy No. 66. Section: Transportation Issued: July 14, 2014
Page: 1 of 8 1 POLICY 1.01 The City shall follow all of the specifications in the Manual of Uniform Traffic Control Devices for Canada, prepared by the National Committee of Uniform Traffic Control, and
More information1.3.4 CHARACTERISTICS OF CLASSIFICATIONS
Geometric Design Guide for Canadian Roads 1.3.4 CHARACTERISTICS OF CLASSIFICATIONS The principal characteristics of each of the six groups of road classifications are described by the following figure
More informationHighway geometric design QUESTION PAPER
QUESTION PAPER UNIT 1 1. Explain the design control and criteria which governs the design and highway. ( Dec 2011, june july 2011, June 2010, Dec 2010, Dec 2012) 2.Explain PCU value and factors affecting
More informationRoad Markings. Lecture Notes in Transportation Systems Engineering. Prof. Tom V. Mathew
Road Markings Lecture Notes in Transportation Systems Engineering Prof. Tom V. Mathew 1 Overview The essential purpose of road markings is to guide and control traffic on a highway. They supplement the
More informationENGINEERING STANDARD FOR GEOMETRIC DESIGN OF ROADS AND STREETS ORIGINAL EDITION MAR. 1996
ENGINEERING STANDARD FOR GEOMETRIC DESIGN OF ROADS AND STREETS ORIGINAL EDITION MAR. 1996 This standard specification is reviewed and updated by the relevant technical committee on Dec. 2000(1) and July.
More informationCapacity and Level of Service LOS
Chapter 21 Capacity and Level of Service LOS 21.1 Introduction Often it is required to ascertain how much a transport facility can accommodate. Such information is useful in the design of traffic facility.
More informationProgress Report on the Design and Planning of an Infrastructure Improvement Project for the Sunnyside TIF District (Phase II)
Presentation to the CNRC Board of Directors Regular Meeting March 11, 2015 1 Agenda Preferred Alternate Refinement for University Avenue, 3rd Street, and Beverly Avenue Intersection Improvements validate
More informationSUPPORTING NOTES FOR THE EVALUATION OF UNBOUND ROAD BASE AND SUB-BASE AGGREGATES
SUPPORTING NOTES FOR THE EVALUATION OF UNBOUND ROAD BASE AND SUB-BASE AGGREGATES (These notes are guidelines only and must not be included in the Contract Documents). 1. SCOPE These Notes are guidelines
More informationDr. Naveed Anwar Executive Director, AIT Consulting Affiliated Faculty, Structural Engineering Director, ACECOMS
Dr. Naveed Anwar Executive Director, AIT Consulting Affiliated Faculty, Structural Engineering Director, ACECOMS Overview Highway Functions and Classifications Highway Design Components Design Control
More informationPavement Evaluation of the Nairobi Eastern By-Pass Road
International Journal of Scientific and Research Publications, Volume 8, Issue 11, November 2018 547 Pavement Evaluation of the Nairobi Eastern By-Pass Road T. M. Nyang au, S. K. Mwea & P.K. Matheri Department
More informationROUNDABOUTS/TRAFFIC CIRCLES
GENERAL 1. Description This standard identifies minimum requirements that shall be met for Roundabouts and Neighborhood Traffic Circles in the design and construction of elements for Arlington County Horizontal
More informationHow Might Connected Vehicles and Autonomous Vehicles Influence Geometric Design? October 10, 2017
How Might Connected Vehicles and Autonomous Vehicles Influence Geometric Design? October 10, 2017 Overview Design Vehicle Design Driver Potential Geometric Impacts of Autonomous Vehicles Connected Vehicles
More informationIntroduction to Roadway Design
Chapter Introduction to Roadway Design 1 This chapter lays the foundation for the Roadway Design course. You examine the roadway design workflow and the completed drawing files and review the project scope,
More informationUP GRADATION OF GEOMETRIC DESIGN OF SH-131(CH.
UP GRADATION OF GEOMETRIC DESIGN OF SH-131(CH. Up Gradation of Geometric Design of Sh-131(Ch. 9.35km-15.575km) Using Mxroad Software-A Case Anil, 9.35KM-15.575KM) Kadam Shubham, Journal USING Impact Factor
More informationThis Chapter sets forth the minimum design, technical criteria and specifications to be used in the preparation of all roadway plans.
4.1 GENERAL This Chapter sets forth the minimum design, technical criteria and specifications to be used in the preparation of all roadway plans. These Roadway Standards are for new construction and modification
More informationStudy of the Effects of Buried Pipe Integrity on Roadway Subsidence
Pipe-RU6558 Study of the Effects of Buried Pipe Integrity on Roadway Subsidence FINAL REPORT October 2005 Submitted by Dr. Husam Najm * Professor Dr. Ali Maher * Professor/Director Dr. Nenad Gucunski *
More informationGeneral References Definitions. (1) Design Guidance. (2) Supporting Information
Chapter 1240 Turning Roadways 1240.01 General 1240.02 References 1240.03 Definitions 1240.04 Turning Roadway Widths 1240.05 Documentation 1240.01 General The roadway on a curve may need to be widened to
More informationGrade Separated Intersection
Grade Separated Intersection Lecture Notes in Transportation Systems Engineering Prof. Tom V. Mathew Contents 1 Overview 1 2 Classification of Intersection 2 2.1 Grade Separated Intersection...........................
More informationREPORT GEO-TECHNICAL INVESTIGATION FOR THE PROPOSED BLOCK-1 SUB-STATION SY NO-44, NEAR KYATAGANACHERLU VILLAGE
REPORT ON GEO-TECHNICAL INVESTIGATION FOR THE PROPOSED BLOCK-1 SUB-STATION SY NO-44, NEAR KYATAGANACHERLU VILLAGE CLIENT: KARNATAKA SOLAR POWER DEVELOPMENT CORPORATION BANGALORE 0 GEO-TECHNICAL INVESTIGATION
More informationSECTION 1A NEW JERSEY TURNPIKE GEOMETRIC DESIGN
SECTION 1A NEW JERSEY TURNPIKE GEOMETRIC DESIGN Table of Contents Page No 1A.1 GENERAL...1 1A.1.1 DESIGN CONTROLS...1 1A.2 MAINLINE ROADWAYS...4 1A.2.1 ROADWAY DESIGNATION...4 1A.2.2 DESIGN SPEED...4 1A.2.3
More informationCHAPTER 16 PEDESTRIAN FACILITIES DESIGN AND TECHNICAL CRITERIA TABLE OF CONTENTS
CHAPTER 16 PEDESTRIAN FACILITIES DESIGN AND TECHNICAL CRITERIA TABLE OF CONTENTS Section Title Page 16.1 General... 16-1 16.1.1 AASHTO Reference... 16-1 16.1.2 ADA Requirements... 16-1 16.2 Sidewalks...
More informationAppendix B Existing ADOT Data Parameters
Appendix B Existing ADOT Data Parameters Appendix 08/04/03 HPMS by Item Number All records 1 Year of Submittal 2 State Code 3 English or Metric Reporting Units 4 County Code 5 Section Identification (ID)
More informationRoad Markings. Lecture Notes in Transportation Systems Engineering. Prof. Tom V. Mathew. 1 Overview 1. 2 Classification 2
Road Markings Lecture Notes in Transportation Systems Engineering Prof. Tom V. Mathew Contents 1 Overview 1 2 Classification 2 3 Longitudinal markings 2 3.1 Center line.....................................
More informationDefining Purpose and Need
Advanced Design Flexibility Pilot Workshop Session 4 Jack Broz, PE, HR Green May 5-6, 2010 Defining Purpose and Need In your agency s project development process, when do design engineers typically get
More informationWYDOT DESIGN GUIDES. Guide for. NHS Arterial (Non-Interstate)
WYDOT DESIGN GUIDES Guide for NHS Arterial (Non-Interstate) 2014 GUIDE FOR NATIONAL HIGHWAY SYSTEM (NHS) HIGHWAYS (NHS ARTERIALS, Non-Interstate) PRESERVATION REHABILITATION RECONSTRUCTION INTRODUCTION
More informationOff-Road Facilities Part 1: Shared Use Path Design
Off-Road Facilities Part 1: Shared Use Path Design Presentation by: Eric Mongelli, P.E. Tom Huber October 9, 2012 FOLLOW THE CONVERSATION ON TWITTER Toole Design Group is live tweeting this webinar @tooledesign
More informationSECTION 12 ROAD MARKINGS AND DELINEATION
SECTION 12 ROAD MARKINGS AND DELINEATION (Blank Page) MANUAL OF TRAFFIC SIGNS AND MARKINGS - Part III: Motorways and Expressways 12-1 12.1 GENERAL 12.1.1 INTRODUCTION The markings and delineation details
More informationTransportation Knowledge
FE REVIEW COURSE SPRING 2017 Transportation Engineering 4/26/2017 Transportation Knowledge 8-12 problems Traffic safety Traffic capacity Traffic flow theory Traffic control devices Transportation planning
More informationLECTUR 10 CHARACTERISTICS OF THE DRIVER, THE PEDESTRIAN, THE VEHICLE AND THE ROAD. One problem that faces traffic and transportation engineers is:
LECTUR 10 CHARACTERISTICS OF THE DRIVER, THE PEDESTRIAN, THE VEHICLE AND THE ROAD 3.1 DRIVER CHARACTERISTICS Physiological Measurable and Usually Quantifiable Psychological Much more difficult to measure
More informationWYDOT DESIGN GUIDES. Guide for. Non-NHS State Highways
WYDOT DESIGN GUIDES Guide for Non-NHS State Highways 2014 GUIDE FOR Non-NATIONAL HIGHWAY SYSTEM (Non-NHS) STATE HIGHWAYS PRESERVATION REHABILITATION RECONSTRUCTION INTRODUCTION This Guide is directed to
More informationMechanical Stabilisation for Permanent Roads
Mechanical Stabilisation for Permanent Roads Tim Oliver VP Global Applications Technology Tensar International toliver@tensar.co.uk Effect of geogrid on particle movement SmartRock Effect of geogrid on
More informationIMPLEMENTATION. PEDESTRIAN USERS (Continued /) A: Class 2 Pedestrian / Cycle Ways. Pedestrian and Cycle Ways:
A: Class 2 Pedestrian / Cycle Ways PLAN VIEW Pedestrian and Cycle Ways: Layout and Geometry (Refer to A): Walkways and cycle to be provided adjacent to all Class 2 Roads (these facilities should always
More informationEngineering Your Community Safe
Engineering Your Community Safe Andi Bill Transportation Information Center thanks its partners for their support and assistance National Traffic Safety Goal Reasonable goal? Who s Involved? What can you
More informationDEFINITIONS Activity Area - Advance Warning Area Advance Warning Sign Spacing Advisory Speed Approach Sight Distance Attended Work Space
DEFINITIONS Activity Area - that part of a TTC zone activity area where the work actually takes place. It consists of the work space, traffic space and one or more buffer spaces. Advance Warning Area -
More informationPaul Huston, P.E., Design-Build Coordinator Chuck Gonderinger, HDR Engineering. Minnesota Department of Transportation (the Department)
To: From: Paul Huston, P.E., Design-Build Coordinator Chuck Gonderinger, HDR Engineering Date: March 20, 2001 Subject: Roadway Geometric Design Criteria Project: TH 14/218 Design-Build Project, SP 7408-29,
More informationREPORT GEO-TECHNICAL INVESTIGATION FOR THE PROPOSED BLOCK-7 SUB-STATION SY NO-225, NEAR RAYACHERLU VILLAGE
REPORT ON GEO-TECHNICAL INVESTIGATION FOR THE PROPOSED BLOCK-7 SUB-STATION SY NO-225, NEAR RAYACHERLU VILLAGE CLIENT: KARNATAKA SOLAR POWER DEVELOPMENT CORPORATION BANGALORE 0 GEO-TECHNICAL INVESTIGATION
More informationIntersection Safety 6/7/2015 INTERSECTIONS. Five basic elements should be considered in intersection design. Intersection Safety (continued)
Intersection Safety S. M. SOHEL MAHMUD Assistant Professor Accident Research Institute (ARI), Bangladesh University of Engineering and Technology (BUET) Dhaka-1000, Bangladesh 1 Outline of the Presentation
More informationFreeway System Considerations
Session 11 Jack Broz, PE, HR Green May 5-7, 2010 Freeway System Considerations Mainline Transit: Shoulder Operations, BRT, Stations HOV, HOT, UPA Interchanges Exit Ramps Entrance Ramps Bridges Local Crossings
More informationFOR HISTORICAL REFERENCE ONLY
To: From: Subject: Electronic Distribution Recipients MINNESOTA DEPARTMENT OF TRANSPORTATION Engineering Services Division Technical Memorandum No. 12-14-B-03 December 18, 2012 Jon M. Chiglo, P.E. Division
More informationPERFORMANCE ACTIVITY 306 DRAINAGE PIPE WORK DESCRIPTION 4
PERFORMANCE ACTIVITY 306 DRAINAGE PIPE WORK DESCRIPTION 1 WORK DESCRIPTION 2 WORK DESCRIPTION 3 WORK DESCRIPTION 4 Repair Install Remove Clean 306 DRAINAGE PIPE ACTIVITY DESCRIPTION Install, repair, clean,
More informationAccess Management in the Vicinity of Intersections
Access Management in the Vicinity of Intersections FHWA-SA-10-002 Technical Summary Photo: Ralph Bentley (used with permission) 0 Access Management is: The design, implementation and management of entry
More informationGDOT Cross Section Elements. Course ID: GDOT PDH Credits
GDOT Cross Section Elements Course ID: GDOT-01 2 PDH Credits Civil Engineer Educators LLC 1026 Timberwolf Lane Juneau, AK 99801 Email: support@civilpdh.com Chapter 6 Contents 6. CROSS SECTION ELEMENTS
More informationFigure 3B-1. Examples of Two-Lane, Two-Way Marking Applications
Figure 3B-1. Examples of Two-Lane, Two-Way Marking Applications A - Typical two-lane, two-way marking with passing permitted in both directions B - Typical two-lane, two-way marking with no-passing zones
More informationMUTCD Part 6: Temporary Traffic Control
MUTCD Part 6: Temporary Traffic Control OMUTCD English units are preferred. OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES TABLE OF CONTENTS PREFACE INTRODUCTION TABLE OF CONTENTS PART 1. GENERAL Chapter
More informationSponsored by the Office of Traffic and Safety of the Iowa Department of Transportation NOVEMBER 2001 CTRE
PAVED SHOULDERS ON PRIMARY HIGHWAYS IN IOWA: AN ANALYSIS OF SHOULDER SURFACING CRITERIA, COSTS, AND BENEFITS EXECUTIVE SUMMARY Sponsored by the Office of Traffic and Safety of the Iowa Department of Transportation
More informationReinforced Soil Retaining Walls-Design and Construction
Lecture 32 Reinforced Soil Retaining Walls-Design and Construction Prof. G L Sivakumar Babu Department of Civil Engineering Indian Institute of Science Bangalore 560012 Example calculation An 8 m high
More informationOctober 2004 REVISIONS (2) SUPERELEVATION DEVELOPMENT 11.3(2)
October 2004 REVISIONS (2) Chapter 11 HORIZONTAL ALIGNMENT SUPERELEVATION DEVELOPMENT 11.3(2) Chapter 12 VERTICAL ALIGNMENT VERTICAL CURVES PASSING SIGHT DISTANCE 12.5(2) VERTICAL CURVES STOPPING SIGHT
More informationPEDESTRIAN ACCOMMODATIONS DPS 201 AT INTERCHANGES
PEDESTRIAN ACCOMMODATIONS DPS 201 AT INTERCHANGES UNDERSTANDING THE ISSUES Intersections of freeway ramp terminals at crossroads are the most critical components of an interchange Challenge: balance mobility
More informationGeometric Design Strategic Research Program
Geometric Design Strategic Research Program J OINT M EETING OF TRB COMMITTEES ON G EOMETRIC D ESIGN AND O PERATIONAL E FFECTS OF G EOMETRICS and AASHTO TECHNICAL C OMMITTEE ON G EOMETRIC D ESIGN I RVINE,
More informationDesigning and Benchmarking Mine Roads for Safe and Efficient Haulage. Roger Thompson Alex Visser
Designing and Benchmarking Mine Roads for Safe and Efficient Haulage Roger Thompson Alex Visser Departments of Mining and Civil & Bio-systems Engineering University of Pretoria, South Africa Aim of Presentation
More informationChapter 33. Grade Separated Intersection Overview Classification of Intersection Grade Separated Intersection
Chapter 33 Grade Separated Intersection 33.1 Overview An intersection is the area shared by the joining or crossing of two or more roads. Since the main function of an intersection is to enable the road
More informationChannelization. Lecture Notes in Transportation Systems Engineering. Prof. Tom V. Mathew. 1 Introduction 2. 2 Definitions and Important Terms 2
Channelization Lecture Notes in Transportation Systems Engineering Prof. Tom V. Mathew Contents Introduction 2 2 Definitions and Important Terms 2 3 Objectives 3 4 Design Principles 5 5 Channelizing devices
More informationINTERSECTIONS AT GRADE INTERSECTIONS
INTERSECTIONS 1 AT GRADE INTERSECTIONS INTERSECTIONS INTERSECTIONS = INTERRUPTED FACILITIES Definitions and key elements An intersection is defined as an area where two or more roadways join or cross.
More informationChapter 6: Transportation
Chapter 6: Transportation I. INTRODUCTION The purpose of the Transportation Plan element of the Comprehensive Plan is to provide guidance to the City of North Mankato, as well as existing and future landowners
More informationTraffic Signal Design
Traffic Signal Design Instructor: S. M. Mahdi Amiripour m.amiripour@gmail.com 2 Introduction Intersection is an area shared by two or more roads Designated for the vehicles to turn to different directions
More information(HIGHWAY GEOMETRIC DESIGN -1)
LECTURE HOUR-19 TE-1(10CV56) UNIT-3 (HIGHWAY GEOMETRIC DESIGN -1) Width of carriage way: Width of the carriage way or the width of the pavement depends on the width of the traffic lane and number of lanes.
More informationAashto Road Design Guide
AASHTO ROAD DESIGN GUIDE PDF - Are you looking for aashto road design guide Books? Now, you will be happy that at this time aashto road design guide PDF is available at our online library. With our complete
More information10.0 CURB EXTENSIONS GUIDELINE
10.0 CURB EXTENSIONS GUIDELINE Road Engineering Design Guidelines Version 1.0 March 2017 City of Toronto, Transportation Services City of Toronto Page 0 Background In early 2014, Transportation Services
More informationCity of Roseville Section 13 Design Standards. _Bikeways January 2016 SECTION 13 BIKEWAYS
SECTION 13 BIKEWAYS 13-1 GENERAL The City of Roseville bikeway standards are designed to insure that transportation and recreational bikeways are constructed in a manner that would provide a safe and comfortable
More informationAnalysis of Unsignalized Intersection
International Journal of Constructive Research in Civil Engineering (IJCRCE) Volume 2, Issue 1, 2016, PP 30-36 ISSN 2454-8693 (Online) www.arcjournals.org Analysis of Unsignalized Intersection B.Ramkumar
More informationAPPENDIX B(2) MULTIMODAL DESIGN STANDARDS FOR MIXED-USE URBAN CENTERS
APPENDIX B(2) MULTIMODAL DESIGN STANDARDS FOR MIXED-USE URBAN CENTERS SECTION B(2) - 1 INTRODUCTION Introduction... B(2)-1 Fundamental Concepts and Definitions... B(2)-5 SECTION B(2) 2 ROADWAY GEOMETRIC
More informationBasic Road Design. If you don't know where you are going, any road will get you there. Lewis Carroll
Basic Road Design If you don't know where you are going, any road will get you there. Lewis Carroll Road Design Horizontal alignment of a road defines its location and orientation in plan view. Vertical
More informationPart-time Shoulder Use Guide
1 Part-time Shoulder Use Guide FHWA Guide AASHTO SCOD, Baltimore, MD June 2016 DOTs Face Increasing Challenges 2 Performance Based Practical Design 3 PBPD is a decision making approach that helps agencies
More informationFigure 1: Graphical definitions of superelevation in terms for a two lane roadway.
Iowa Department of Transportation Office of Design Superelevation 2A-2 Design Manual Chapter 2 Alignments Originally Issued: 12-31-97 Revised: 12-10-10 Superelevation is the banking of the roadway along
More informationCalibration and Validation of the Shell Fatigue Model Using AC10 and AC14 Dense Graded Hot Mix Asphalt Fatigue Laboratory Data
Article Calibration and Validation of the Shell Fatigue Model Using AC10 and AC14 Dense Graded Hot Mix Asphalt Fatigue Laboratory Data Mofreh Saleh University of Canterbury, Private Bag 4800, Christchurch,
More informationTo position power poles a safe distance from the road to minimise the likelihood of being accidentally hit by vehicles.
Policy Statement Subject Placement of Rigid Distribution Poles Along Roads With Speed Limits Exceeding 70KM/H Approved by Robert Rogerson Signature & Date Distribution Standards and Policy Manager Authorised
More informationGUIDELINES FOR USING DECISION SIGHT DISTANCE AT IGNALIZED INTERSECTIONS NEAR VERTICAL CURVES
1. Report No. FHWA/TX-05/0-4084-P2 4. Title and Subtitle 2. Government Accession No. 3. Recipient's Catalog No. GUIDELINES FOR USING DECISION SIGHT DISTANCE AT IGNALIZED INTERSECTIONS NEAR VERTICAL CURVES
More informationDriveway Design Criteria
Design Manual Chapter 5 - Roadway Design 5L - Access Management 5L-4 Driveway Design Criteria A. General For efficient and safe operations, access drives and minor public street intersections can be improved
More informationGuide to Road Design Part 3: Geometric Design Session I 18 October 2016
Guide to Road Design Part 3: Geometric Design Session I 18 October 2016 Today s moderator Angela Racz Online Training Coordinator Knowledge Transfer - ARRB Group P: +61 3 9881 1694 E: training@arrb.com.au
More informationDRAFT WSDOT PAVEMENT POLICY
DRAFT WSDOT PAVEMENT POLICY JANUARY 2010 Washington State Department of Transportation Environmental and Engineering Programs Division State Materials Laboratory Pavements Division P.O. Box 47365 Olympia,
More informationCITY OF SASKATOON COUNCIL POLICY
ORIGIN/AUTHORITY Clause 1, Report No. 1-1980 and Clause 4, Report No. 22-1990 of the Works and Utilities Committee; Clause 6, Report No. 17-2004 of the Planning and Operations Committee; and Clause D5,
More informationRoundabout Design 101: Principles, Process, and Documentation
Design 101: Principles, Process, and Documentation Part 1 March 7, 2012 Well designed roundabouts should minimize accidents, delay and costs for everyone using the intersection. This session covers the
More informationMETHODOLOGY. Signalized Intersection Average Control Delay (sec/veh)
Chapter 5 Traffic Analysis 5.1 SUMMARY US /West 6 th Street assumes a unique role in the Lawrence Douglas County transportation system. This principal arterial street currently conveys commuter traffic
More informationAlberta Highway 881. Corridor Management Plan. Session Forum 1 - Highways. Tri-Party Transportation Conference Moving Alberta Into the Future
Tri-Party Transportation Conference Moving Alberta Into the Future Alberta Highway 881 Corridor Management Plan Lac La Biche to Anzac Session Forum 1 - Highways March 2017 INTRODUCTION + 241 km long, 2
More informationMUTCD Part 6G: Type of Temporary Traffic Control Zone Activities
MUTCD Part 6G: Type of Temporary Traffic Control Zone Activities 6G.01 Typical Applications Each temporary traffic control (TTC) zone is different. Many variables, such as location of work, highway type,
More informationChapter 3 DESIGN SPECIFICATIONS
Brampton PathWays Planning and Design Guidelines 27 Chapter 3 DESIGN SPECIFICATIONS 3.1 CLASS 1 MULTI-USE PATH Off-road multi-use trails are the backbone of the Brampton PathWays Network. They are typically
More informationClear Zone Conflicts in AASHTO Publications
Clear Zone Conflicts in AASHTO Publications Dick Albin Washington State Department of Transportation Presented at the AASHTO Sub Committee on Design Meeting June 2007 Burlington, Vermont Clear Zone is
More informationTRAFFIC STUDY GUIDELINES Clarksville Street Department
TRAFFIC STUDY GUIDELINES Clarksville Street Department 9/1/2009 Introduction Traffic studies are used to help the city determine potential impacts to the operation of the surrounding roadway network. Two
More informationRoundabout Design Aid PREPARED BY TRAFFIC AND SAFETY
Roundabout Design Aid PREPARED BY TRAFFIC AND SAFETY May 2018 Engineering Manual Preamble This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires
More informationVertical Alignment. Concepts of design & guidelines Computing elevations along vertical curves Designing vertical curves
Vertical Alignment Concepts of design & guidelines Computing elevations along vertical curves Designing vertical curves Flat terrain You can select smooth horizontal alignment and smooth vertical alignment
More informationChapter 2: Standards for Access, Non-Motorized, and Transit
Standards for Access, Non-Motorized, and Transit Chapter 2: Standards for Access, Non-Motorized, and Transit The Washtenaw County Access Management Plan was developed based on the analysis of existing
More informationKraton Ultra-thin HMA / WMA Overlay Study
1 I. Overview Kraton Ultra-thin HMA / WMA Overlay Study Project: Oregon Department of Transportation I-5 Rock Point Evans Creek Contractor: Knife River Materials Existing Pavement - Condition: Binder Utilized:
More informationTraffic Control Inspection Checklist Segment:
Traffic Control Inspection Checklist Segment: Simon Contractors Simon Contractors Originator: Description Reviewed by: Initials Date Distribution: Traffic Quality Manager, Site Assistant Traffic Manager
More informationSubject: Use of Pull-off Areas in Work Zones Page: 1 of 13. Brief Description: Guidance for the use and placement of pull-off area in work zones.
6 - G2 Subject: Use of Pull-off Areas in Work Zones Page: 1 of 13 MdMUTCD REF. NO. None Date Issued: 09/09 Effective Date: 09/09 Brief Description: Guidance for the use and placement of pull-off area in
More informationClackamas County Comprehensive Plan
ROADWAYS The County s road system permits the movement of goods and people between communities and regions, using any of a variety of modes of travel. Roads provide access to virtually all property. They
More informationParking. Parking 11/27/2012. On street parking. Off-street parking is space provided for vehicular parking outside the dedicated street right-of-way.
Parking On street parking Off-street parking is space provided for vehicular parking outside the dedicated street right-of-way. At-grade parking lot Parking garages SITE Parking 90 degree (20 x 9 stalls)
More informationCross Section Elements
Chapter Four Cross Section Elements Many of the basic geometric criteria for design of the various cross section elements were described as design standards in Chapter Three. This chapter provides more
More informationDesign of Turn Lane Guidelines
Design of Turn Lane Guidelines CTS Transportation Research Conference May 24, 2012 Howard Preston, PE Minnesota Department of Transportation Research Services Office of Policy Analysis, Research & Innovation
More informationTable of Contents. I. Introduction 1. II. Elements of the School Crossing Program 1
Table of Contents Page I. Introduction 1 II. Elements of the School Crossing Program 1 a. Identifying Locations Where School Crossing Guards are Needed 1 b. The Role of the School Crossing Guard 1 c. Hiring
More informationTABLE OF CONTENTS LIST OF FIGURES. Figure Title
TABLE OF CONTENTS Table of Contents... 1 List of Figures... 1 Chapter Forty-two... 2 42-1.0 STOPPING SIGHT DISTANCE... 2 42-1.01 Theoretical Discussion...2 42-1.02 Passenger Car Stopping Sight Distance...
More informationTEM STANDARDS AND RECOMMENDED PRACTICE
United Nations Economic Commission for Europe RESTRICTED TEM/CO/TEC/71 ENGLISH ONLY TRANS-EUROPEAN NORTH-SOUTH MOTORWAY (TEM) TEM STANDARDS AND RECOMMENDED PRACTICE Third Edition February 2002 TEM Project
More information