Intersection Design Spring 2015.

Slides:



Advertisements
Similar presentations
Design Vehicles and Turning Radii
Advertisements

Intersection Sight Distance Case C1 Ryan Miller CE /19/10.
Sight Distance Sight distance is defined as the length of carriage way that is visible to the driver. The minimum sight distance should be sufficiently.
Road Design Basic Road Design
Federal Highway Administration University Course on Bicycle and Pedestrian Transportation Lesson 15 Publication No. FHWA-HRT Bicycle Lanes.
© OPDS 2009 WELCOME TO OCEAN PARK DRIVING SCHOOL My Name is Kim Filby and I will be your Driving School Instructor First things first, do we all know our.
Highway Design Training Course Part II
INTRODUCTION TO TRANSPORT Lecture 7 Introduction to Transport Lecture 7: Signal Coordination.
US Highway 17 (Center Street) Sidewalk Feasibility Study Town of Pierson, Florida.
INTRODUCTION This chapter presents guidance on the application of geometric design criteria to facilities functionally classified as collector roads and.
Lecture 1 Introduction to Transport B3 Lecturers: Prof. Margaret O’Mahony Dr. Bidisha Ghosh Dr. Brian Caulfield.
Florida Department of Transportation, November 2009
1 Channelization and Turn Bays. 2 Island Channelization flush, paved, and delineated with markings – or unpaved and delineated with pavement edge and.
Lec 26, Ch.7, pp : Islands and turning roadways (Objectives) Know the functions of islands Know the functions of islands Be familiar with minimum.
Some important pedestrian considerations 4-1. Skew increases crosswalk length, decreases visibility 4-2.
SIGHT DISTANCE Spring 2015.
At-Grade Intersection
TYPES OF INTERSECTIONS OF ROAD AND DESIGN PARAMETERS OF INTERSECTION
Lec 27, Ch.7, pp : Sight distance at intersections (Objectives) Understand the availability of adequate sight distance is crucial to reduce crashes.
Lec 15, Ch.8, pp : Signal Timing (Objective)
Lec 25, Ch.7, pp : Intersection types and design principles (Objectives) Become familiar with the typical intersection types (See figures 7-1 thorugh.
1 Channelization and Turn Bays CE 453 Lecture 31.
CHARACTERISTICS OF TRAFFIC ENGINEERNG
Cross Sections CE 453 Lecture 22 Iowa DOT Design Manual Chapter 3.
Lecture #10 Chapter 15: Intersection Control. Objective 1.Hierarchy of Intersection Control 2.Assessing Basic Rules-of-the-Road 3.Assessing Need for Signalization.
Safety Audit Components Safety assessment for risk Management.
Module 5 Displaced Left Turn (DLT) Intersections
Chapter 2 Signs, Signals, and Roadway Markings
1 Section III Day 2 DMV Manual p. 5-6, Write a scenario about how the driver of the white truck managed to keep his truck on the edge of the.
PAVEMENT MARKINGS, TRAFFIC SIGNS, LIGHTS,
Characteristics of an Expressway Brandon Dye Wednesday October 24, 2007.
Office of Traffic, Safety, and Operations Application Guidelines Warning Signs Signing Plan Design (At-Grade) June 20, 2012.
Chapter 4. Your number one priority as a driver is to drive your vehicle carefully and safely. Your speed and manner of driving must create a safe environment.
INTRODUCTION Grade separation is an effective way of handling intersecting traffic with greatest efficiency, safety, capacity. An interchange is a system.
 Cross section elements consist of the following:  1.Traffic lanes (carriage ways);  2.Shoulders;  3.Medians;  4.Curbs;  5.Side slopes.
1 Development of countermeasures Hossein Naraghi CE 590 Special Topics Safety March 2003 Time Spent: 6 hrs.
TURNING ROADWAYS Minimum Edge-of-Traveled-Way Designs
Design of Highway Horizontal Alignment Chapter 16
INTRODUCTION An intersection is the general area where two or more highways join or cross, including the roadway and roadside facilities for traffic movements.
Highway Functional Classification Chapter 16 Dr. TALEB M. AL-ROUSAN.
1 At-Grade Intersection Design. 2 Objectives Define general intersection design objectives Describe factors that influence curb return design For a nice.
Design of Parking Facilities Chapter 16 Dr. TALEB M. AL-ROUSAN.
Design Speed and Target Speed Norman W. Garrick Lecture 3.1 Street and Highway Design Norman W. Garrick Lecture 3.1 Street and Highway Design.
1 Intersection Design. 2 Intersection Design – Operational Requirements Provide adequate sight distance – for approach and departure maneuvers Minimize.
Geometric Design (I). Learning Objectives To understand the considerations and quantifiable aspects of geometric design.
Right-of-Way Who Goes First?.
Design Criteria CTC 440. Objectives Know what “design criteria” means Determine design criteria for various types of facilities.
Fall  Many elderly live in poverty, ill health, and inadequate housing  Increasingly, many of those over age 65 will be very old—over age 80–85.
Intersection Design Chapter 7 Dr. TALEB AL-ROUSAN.
Driving Environments. Rural Driving  The speed limit on rural roads when not posted is 35 mph.  Many rural roads are two-lane, two-way roadways.  Curves.
CE 453 Highway Design Iowa State University Highway Design Criteria Overview April 24, 2006 David R. Dougherty, P.E.
Presentation Overview
Safety Audit Planned Project - Preliminary Design zGeneral Project Data yProject layout xRoad function Determine the road function. What kind of traffic.
Chapter 191 Chapter 19: Elements of Intersection Design and Layout Make an initial sizing of the intersection Make an initial sizing of the intersection.
Geometric Design: General Concept CE331 Transportation Engineering.
At-Grade Intersection Design
Ingress and Egress The means of entering and leaving the site Regulated by state and local governments Width Slope Drive radius Pavement composition Encroachment.
Chapter 6: Intersections
1 Intersection Design CE 453 Lecture Intersections More complicated area for drivers Main function is to provide for change of direction Source.
District VI, Florida Department of Transportation SE 2 nd Avenue and SE 4 th Street/Biscayne Boulevard Way March 25 th, 2014 Bicycle/Pedestrian Advisory.
Lesson Plan For Day Two Power point presentation 30 min Video– AAA- signs, signals, etc. 20 min Quiz- Signs Etc 10 min Correct 10 min H/O- Signs 10 min.
9.6 Turning Roadways and Channelization, Types of Turning Roadways p.9-55 ~ 9-92 Lean how to determine minimum edge-of-traveled- way radii for the.
Proposed Additions to MUTCD. Chapter 8E. Busway Grade Crossings Proposed revision submitted to FHWA in June Intended for next edition of MUTCD.
HSM Applications to Suburban/Urban Multilane Intersections Prediction of Crash Frequency for Suburban/Urban Multilane Intersections - Session #9.
Parking Lot Design Civil Engineering and Architecture
Intersection Design Spring 2017.
INTERCHANGE DESIGN Fall 2017
Midblock Crossings Lesson 12 Publication No. FHWA-HRT
Technical Committee on Geometric Design
Design Criteria CTC 440.
Presentation transcript:

Intersection Design Spring 2015

Intersections Operations Sight Distance Alignment & Profile Islands Turn Radii Left-Turn Lanes Other Topics: - Median Openings - Railway Crossing - Speed-Change Lanes - Indirect Left-Turn

Intersections General Characteristics An intersection is defined as the general area where two or more highways join or cross Most common intersections have four legs They are the most important part of a highway facility since efficiency, safety, speed, cost of operation and capacity depend on their design Three types of intersections: At-grade Grade separated (without ramps) interchange

Intersections General Design Considerations Human Factors Driving habits, decision and reaction time, pedestrian and bicyclist habits, etc. Traffic Considerations Design and actual capacity, size of vehicles, vehicle speeds, transit, crash experience, traffic volumes, etc. Physical Elements Alignment, sight distance, traffic control, crosswalks, lighting, angle, etc. Economic factors Energy consumption, costs of improvements, adjacent properties, etc.

Intersections

Intersections Depends on vehicle speed, driver alertness, and driver familiarity with the location

Intersections Types of Intersection Three types: Three-legged, four-legged, multileg Basic intersection type vary greatly in scope, shape or degree of chanalization Selection of intersection type influenced by: functional class, DHV, access requirements, all modes to be accommodated, and availability of right-of-way Design will vary according to the traffic control: two-way stop-controlled, four-way stop controlled, fixed and actuated signal control Turning bay for right turns

Three-Legged Intersections Basic Design

Four-Legged Intersections Use this kind of design for high right turn movements Basic Design

Horizontal Alignment Allows the minor road to have operating speeds nearly equivalent to major-highway approach speeds

Horizontal Alignment Can provide poor access continuity because a crossing vehicle must reenter the minor road by making a left-turn off the major highway

Horizontal Alignment May need further study if the horizontal curve is superelevated

Turning Roadways Minimum Edge-of-Traveled-Way (METW) The corner radii should be based on the minimum turning path of the selected design vehicles Design paths of design vehicles illustrated in Exhibits 2-3 to 2-23 METW shown in Exhibits 9-19 and 9-20 METW dependent upon angle at which the highways meet Three types of design: 1) simple curves 2) simple curves with taper 3) compound curves

Turning Roadways

Turning Roadways

Turning Roadways

Turning Roadways Suggested radius

Turning Roadways

Turning Roadways

Turning Roadways Source NC DOT

Turning Roadways Example

Turning Roadways Summary for METW P design vehicle: local road intersections with major roads where turns are made only occasionally SU truck design vehicle: recommended minimum for rural highways Semitrailer combination: used where truck combinations will turn repeatedly; three-centered compound curves may be preferred; may be desirable to build corner triangular island (to minimize asphalt overlay)

Turning Roadways Effects of Curb Radii on Turning Paths 15-ft radii Large vehicles cannot make a right turn with a radii of 15 ft Even with 4 lanes, large vehicles will impede on opposing lanes Passenger vehicles have enough space to turn 40-ft radii City transit bus can turn without impeding on opposing lane Large trucks (WB 50 and WB109D) still need to impede on opposing lane

Turning Roadways

Turning Roadways

Turning Roadways Effects of Curb Radii on Pedestrians Adequate radii is often a compromise between pedestrian and vehicular movements General guidelines: Radii of 15 to 25 ft is adequate for passenger vehicles Radii of 25 ft or more: provide at minor cross streets for new construction Radii of 30 ft or more: provide at minor cross street so that occasional trucks can turn without too much encroachment Radii of 40 ft or more: used where large trucks or buses turn frequently (use three-centered curves) Heavy pedestrian activity: below 25 ft is better (may create problems with larger vehicles)