Continuous Flow Intersection March, 2007. Why are we here? Discuss Continuous Flow Intersection compared to Standard Intersection Update permit status.

Slides:



Advertisements
Similar presentations
NICHOLS SCHOOL TRAFFIC OPERATIONS STUDY. Existing Operations Examined Data Collection  On-site Count Collection of Representative Traffic Conditions.
Advertisements

Fixed Time Signal Coordination
Case Study 2 New York State Route 146 Corridor. This case study is about a Traffic Impact Assessment for a proposed site development in Clifton Park,
Los Angeles County Metropolitan Transportation Authority Simulating I-710 Corridor Presented in the Western ITE Annual Meeting Santa Barbara, California.
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.
Hardware-In-the-loop Traffic Simulation in Florida Ken Courage Seokjoo Lee University of Florida Transportation Research Center.
ECGD 4121 – Transportation Engineering I
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.
At-Grade Intersection
Lecture #12 Arterial Design and LOS Analysis. Objectives  Understand the factors in arterial design Understand how arterial LOS is determined.
Progressive Signal Systems. Coordinated Systems Two or more intersections Signals have a fixed time relationship to one another Progression can be achieved.
CTC-340 Signals - Basics. Terms & Definitions (review) Cycle - Cycle Length - Interval -. change interval - clearance interval- change + clearance = Yi.
Gresham Traffic Signal System Optimization A Comprehensive Evaluation of Corridor Performance After Deploying Adaptive Signal Control.
Lecture #6 Chapter 16: Principles of Intersection Signalization.
Lec 15, Ch.8, pp : Signal Timing (Objective)
Signals. Laneage Coding Examples.
Traffic Signal Warrants
CE 7670: Advanced Traffic Signal Systems
Highway Capacity Software Based on the Highway Capacity Manual (HCM) Special Report 209 Transportation Research Board (TRB), National Research Council.
Chapter 17: Basic principles of intersection signalization (objectives) Chapter objectives: By the end of this chapter the student will be able to: Explain.
Lecture #11 Signal Coordination: Chapter 22. Objectives Factors affecting coordination Basic theory of signal coordination Application to arterial progression.
CEE – Spring 2005 Lectures 10 to 11 (Chapters 21, 22) Analysis of Signalized Intersections.
Module 5 Displaced Left Turn (DLT) Intersections
Transportation Engineering
Transportation Engineering
Signalized Intersection Delay Monitoring for Signal Retiming SafeTrip-21 Safe and Efficient Travel through Innovation and Partnership in the 21 st Century.
CEE 320 Fall 2008 Course Logistics HW7 due today (9 total) Midterm next Friday (Wednesday review) Signalized Intersections (Chapter 7 of text) Last material.
Lexington Town Center Streetscape Project Page 1 Battle Green Improvements Project Intersection of Bedford Hancock Street / Harrington Road Board.
The Basics of CFI ABMB CFI.avi  At-Grade Intersection  Left-turns happen in advance of the main intersection  Movements occur simultaneously  This.
Interchange Design Wes Mayberry Transportation Engineering Intern
Center for Advanced Transportation Education and Research University of Nevada, Reno Presenter: Cui Zhou University of Nevada, Reno Center for Advanced.
Alternative Solution ONE Changes Phases from 4 to 6 based on the traffic demand of different movements; Optimizes Timing accordingly to minimize the overall.
April 2010 Scott Smith Volpe Center / RITA / U.S. DOT Transportation Border Working Group Meeting Boston, MA An Integrated Regional Planning / Microsimulation.
ROUNDABOUT CHARACTERISTICS TTE DEFINITIONS TRAFFIC CIRCLE: u Any intersection designed around a central island ROUNDABOUT: u A traffic circle with.
Tshwane Line 1 Traffic Simulation Results October 2012.
INTRODUCTION An intersection is the general area where two or more highways join or cross, including the roadway and roadside facilities for traffic movements.
Grade separation.
Introduction to Transport
University of Minnesota Intersection Decision Support Research - Results of Crash Analysis University of Minnesota Intersection Decision Support Research.
Traffic Signal Timing Design Part II. Slide 2 What to do?  Distribute volume among lanes to Identify lane utilization Determine need for lane adjustment.
Senior Project SR-60/Theodore St. November 14, 2014.
Portland State University 11 By Maisha Mahmud Li Huan Evaluation Of SCATS Adaptive Traffic Signal Control System.
Problem 4: Okeechobee Road Stopped Control Analysis.
Roundabout Feasibility: Analysis Framework and Design Considerations Presented By: Jason D. Pack, P.E. Fred Choa, P.E.
Problem 4: Clifton Country Rd/Route 146 Intersection Base Case Phasing and Volumes Analysis Plans Description of Analyses Overarching Issues 4a: AM peak.
MIDCAP Maryland Intersection and Interchange Design & Capacity Analysis Program.
County of Fairfax, Virginia Department of Transportation Fairfax County Parkway Corridor Study Board of Supervisors Transportation Committee December 1,
September 15, 2011 Presented by: Clay Harris, PMP - City of Austin Federico Mendoza, PE, PTOE – Brown & Gay Engineers, Inc. Todd Lane Alternative Geometric.
Case Study 1 Problem 3 Styner/Lauder Intersection Moscow, Idaho.
Consideration of Dual Left Turns at 82 nd Street Intersections & at 50 th Street Intersections City of Lubbock Citizens Traffic Commission By: Jere Hart.
Chapter 191 Chapter 19: Elements of Intersection Design and Layout Make an initial sizing of the intersection Make an initial sizing of the intersection.
Problem 6: Route 146 Arterial Study We’re going to look at 7 intersections simultaneously: the Shenendehowa Campus entrance, Moe Road, Maxwell Drive, Clifton.
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.
SR 44 at Grand Avenue Volusia County, FL River to Sea CAC/TCC Meetings May 17, 2016.
Integrity - Competence - Service Hogan Road/Exit 187 Proposed Improvements Public Informational Meeting June 9, 2016.
Traffic System Management for “Tulkarem”
2a. Fully actuated signal - Improved T intersection
Study Goals Analyze traffic operations along the corridor and at the two study interchanges Provide safety enhancements Improve multimodal performance.
Applied Technology and Traffic Analysis Program(ATTAP) MIDCAP & MUID
Highway capacity and Level of Service Analysis
Transportation Engineering Basic Queuing Theory February 18, 2011
Unsignalized Intersections
ARTERIAL INTERCHANGE Four exit ramp, split level (SPUI)
CE 3500 Transportation Engineering Saturation flow and signal LOS
Highway Engineering CE 431
Study Goals Analyze traffic operations along the corridor and at the two study interchanges Provide safety enhancements Improve multimodal performance.
Transportation Engineering Calculating Signal Delay February 23, 2011
Presentation transcript:

Continuous Flow Intersection March, 2007

Why are we here? Discuss Continuous Flow Intersection compared to Standard Intersection Update permit status Answer your questions

What is this and why?

CFI Benefits CFI is an at-grade design that provides comparable levels of vehicular flow to grade-separated interchanges at a fraction of the cost—and dramatic, long-term improvements over conventional at-grade approaches – ABMB Engineers

Benefits of CFI Improved Level of Service (LOS) Less Delay Increased Capacity More Mainline Green Time Existing: 80 sec out of 150, 53% Traditional: 54 sec out of 115, 47% CFI: 74 sec out of 115, 64%

Benefits of CFI Provides relief to entire system Gravois (MO 30) Gravois Bluffs Overall LOS D reduced LOS C Lower cost than grade separation More consecutive movements

Level Of Service Basically, average time each vehicle is stopped at a signal

Level Of Service Existing (current): LOS C, Delay 24.6 sec/veh Traditional LOS D, Delay 35.4 sec/veh CFI LOS B, Delay 17.3 sec/veh

Level Of Service % Increase in Traffic Traditional LOS F, Delay sec/veh CFI LOS C, Delay 29.5 sec/veh

Level Of Service WB PM Peak Hour - 2,890 veh/hr Traditional Delay sec/veh => 88.4 hours CFI Delay 29.5 sec/veh => 23.7 hours

Consultant’s Conclusion “Both types of intersection configurations studied (continuous flow, dual lefts)…will provide the necessary capacity to accommodate the projected 2010 peak hour volumes. However, the dual left-turn lane concept would operated to LOS F during peak hours, whereas the continuous flow intersection concept would operate at LOS C during these hours. Therefore, the latter configuration would accommodate greater thru traffic volumes along Hwy 30 in the future.”

How Does It Work?

Questions? Contact Information: MoDOT Customer Service ASK-MODOT