Lane Volume Allocation

Slides:



Advertisements
Similar presentations
Welcome Interstate I-66 / Route 28 Preliminary Study Stakeholder Workshop May 29, 2012.
Advertisements

Xin (Alyx) Yu, E.I.T. University of Hawaii at Manoa
Special Topics: Overlaps By Michael P. Dixon, Ph.D.
By Alfredo Cabrera Nathan Mustafa Sterling Mosley.
NICHOLS SCHOOL TRAFFIC OPERATIONS STUDY. Existing Operations Examined Data Collection  On-site Count Collection of Representative Traffic Conditions.
INTEGRATING SIGNAL AND LANE CONTROL Edward Lieberman, P.E. Jinil Chang, Ph. D Annual Meeting Panel 5: Emerging Technologies June 9, 2006.
INTRODUCTION TO TRANSPORT Lecture 7 Introduction to Transport Lecture 7: Signal Coordination.
Continuous Flow Intersection March, Why are we here? Discuss Continuous Flow Intersection compared to Standard Intersection Update permit status.
Transportation Engineering
INTRODUCTION TO TRANSPORT Lecture 3 Introduction to Transport Lecture 4: Traffic Signal.
City of Little Rock Public Works – Traffic Engineering Division City of Little Rock City of Little Rock Dallas Phasing Implementation Rodney Parham Road.
Case Study 4 New York State Alternate Route 7. Key Issues to Explore: Capacity of the mainline sections of NYS-7 Adequacy of the weaving sections Performance.
DRIVING IN URBAN TRAFFIC
Junction Modelling in a Strategic Transport Model Wee Liang Lim Henry Le Land Transport Authority, Singapore.
Lecture #12 Arterial Design and LOS Analysis. Objectives  Understand the factors in arterial design Understand how arterial LOS is determined.
INTRODUCTION TO TRANSPORT Lecture 4 Introduction to Transport Lecture 4: Signal Timing.
Basic Principles of Intersection Signalisation
Lecture #6 Chapter 16: Principles of Intersection Signalization.
N TELEGRAPH RD Vehicle Position vs. Signal Timing for the Intersection of Telegraph Road and Maple Road Position 1: Vehicle entering intersection 0.1 seconds.
Lec 28: Ch3.(T&LD): Traffic Analysis – Traffic assignment Learn how to assign generated and distributed trips to the street system approaching the site.
Lec 15, Ch.8, pp : Signal Timing (Objective)
PASSER II SOFTWARE.
Traffic Signal Warrants
Hardware-in-the-Loop Demonstration/ Workshop Presented by Robert De Roche Slides based up a presentation prepared by the Texas Transportation Institute.
Chapter 17: Basic principles of intersection signalization (objectives) Chapter objectives: By the end of this chapter the student will be able to: Explain.
CEE – Spring 2005 Lectures 10 to 11 (Chapters 21, 22) Analysis of Signalized Intersections.
13 th Street and Dayton Avenue – Ames, IA Intersection Study ByungOck Kim Greg Karssen.
Transportation Engineering
Evaluating InSync Performance in Microsimulation Aleksandar Stevanovic, PhD, PE Florida Atlantic University Transpo 2012 Bonita Springs, FL October 29,
Center for Advanced Transportation Education and Research University of Nevada, Reno Presenter: Cui Zhou University of Nevada, Reno Center for Advanced.
Freeway Capacity Analysis
Detailed Intersection Modelling Based on Analysis of the Interaction of Conflicting Traffic Movements Edwin Hull, Billy Kwok September 2011.
Incorporating Traffic Operations into Demand Forecasting Model Daniel Ghile, Stephen Gardner 22 nd international EMME Users’ Conference, Portland September.
Introduction to Transport
Traffic Signal Timing Design Part I. Slide 2 Steps in Designing a Traffic Signal Timing Plan (1/2) 1. Determine lane configurations and lane volumes 2.
Traffic Signal Timing Design Part II. Slide 2 What to do?  Distribute volume among lanes to Identify lane utilization Determine need for lane adjustment.
Lecture 6: Stop Sign Control & Signalized intersections & Design LOS Explain there is hierarchy of intersection control Use the warrants for 2-way stop.
Problem 4: Okeechobee Road Stopped Control Analysis.
Problem 4: Clifton Country Rd/Route 146 Intersection Base Case Phasing and Volumes Analysis Plans Description of Analyses Overarching Issues 4a: AM peak.
County of Fairfax, Virginia Department of Transportation Fairfax County Parkway Corridor Study Board of Supervisors Transportation Committee December 1,
Consideration of Dual Left Turns at 82 nd Street Intersections & at 50 th Street Intersections City of Lubbock Citizens Traffic Commission By: Jere Hart.
Right of Way.
INTERSECTION MODEL COMPONENTS TTE 6815 K. Courage.
Traffic Signs Part Two. What do these 2 signs tell you?
Signal timing CTC-340. Key Elements Development of safe and effective phase plan and sequence Determination of vehicle signal needs –Timing of yellow.
Scientific Notation SWBAT write the scientific notation for numbers given in standard form; write the standard form for numbers given in scientific notation;
Rules of the Road. I. Traffic Lights – must be obeyed unless a police officer directs otherwise.
June 24, 2013 Presented to SigSub
JUAN DE FUCA PEDESTRIAN CROSSING Transportation and Public Infrastructure Committee Colwood, BC 1 October 2012.
Warm-up 1.5 Write the absolute value and opposite of:
Multilane Highway Capacity Analysis
Left-Turn Operation When Opposed by Multiple Lanes
Signalized Intersections
Problem 2: Moe Rd/Route 146 Intersection
FM 518 By-pass Traffic Review
Highway capacity and Level of Service Analysis
Considering the Questions How does the opposing volume affect the quality of the left turn permitted operation for each of the two cases? What change.
Signal Timing: Putting it All Together
Unsignalized Intersections
Problem 5: Interstate 87 Interchange
Running the Experiment
CE 3500 Transportation Engineering Saturation flow and signal LOS
Part (a) Total # of cars turning left = L(t) dt 18 = 1,658 cars.
Case Study 1 Problem 4 Styner/Lauder Intersection Moscow, Idaho
1. Sketch the flow profile diagram and the cumulative vehicle diagram
Ratio: Equivalent ratio
Fractions: Equivalent Fractions
Do not use a calculator for the following!!.
Transportation Engineering Calculating Signal Delay February 23, 2011
Signal Design CTC-340.
Presentation transcript:

Lane Volume Allocation

Reality! No single lane all through traffic

What to do? Distribute volume among lanes to Lane volume allocation Identify lane utilization Determine need for lane adjustment Estimate critical lane volumes Lane volume allocation

Lane Volume Allocation Rules All turning movements are placed in exclusive left or right turn lanes, if present Through traffic is distributed evenly among through lanes Right turns are equivalent to through movements, if no right turn lanes exist Shared left and through lane requires special procedure

Lane Allocation Example 1

Lane Allocation Example 1 250 175 150 180 Left turns in exclusive turn lanes

Lane Allocation Example 1 250 175 150 180 Right turns in exclusive turn lanes 180 320

Lane Allocation Example 1 250 175 150 180 Through in single through only lanes 650 500 180 320

Lane Allocation Example 1 250 175 150 180 585 550 Through and right in shared lanes WB (1020+150)/2 = 585 SB (850+250)/2 = 550 650 500 180 320

Lane Allocation Example 2

Through Vehicle Equivalents for Left Turns Opposing Volume Through+Right (vph) Through Vehicle Equivalents 0-199 1.1 200-599 2.0 600-799 3.0 800-999 4.0 >1000 5.0

Lane Allocation Example 2 450 160 200 180 Shared through & left lanes WB 1. Opposing traffic to LT EB TH+RT = 650+70=720 412 413 2. 1 LT =3 TH 3. Total equivalent TH 500+3(75)+100 = 825 4. Per lane 825/2 = 412.5 350

Lane Allocation Example 2 450 160 200 180 Shared through & left lanes EB 1. Opposing traffic to LT WB TH+RT=500+100=600 412 413 350

Through Vehicle Equivalents for Left Turns Opposing Volume Through+Right (vph) Through Vehicle Equivalents 0-199 1.1 200-599 2.0 600-799 3.0 800-999 4.0 >1000 5.0

Lane Allocation Example 2 450 160 200 180 Shared through & left lanes EB 1. Opposing traffic to LT WBTH+RT=500+100=600 412 413 2. 1 LT =3 TH 3. Total equivalent TH 650+3(120)+70 = 1080 4. Per lane 1080/2 = 540 540 350

Lane Allocation Example 2 450 160 200 180 How many TH in shared lane? 412 413 EB 540- 3(120) = 180 vph 540 WB 412- 3(75) = 187 vph 350

Example 3 Tophat: What are WB lane volumes?

Example 3 Answer

Example 3 Tophat: What are EB lane volumes?

Example 3 Answer NOTE: Eastbound right turn volume (250) is greater than through volume. Therefore the right shared lane acts as a de facto right turn lane. All right turn traffic MUST use that lane.

Extra Reading Signal Timing Class Notes See supplemental reading on Course Website section 5.3