Session C2: Promising Research Roundtable An Integrated Work-Zone Computer System For Capacity Estimation, Cost/Benefit Analysis, and Design Of Control.

Slides:



Advertisements
Similar presentations
Proactive Traffic Merging Strategies for Sensor-Enabled Cars
Advertisements

FHWA Guidance & Policies on Traffic Analysis James P. McCarthy, PE, PTOE Federal Highway Administration
Beltline Highway ITS – Ramp Metering Project ODOT Planners Meeting April 25, 2012.
Travel Time Estimation on Arterial Streets By Heng Wang, Transportation Analyst Houston-Galveston Area Council Dr. Antoine G Hobeika, Professor Virginia.
Byron Becnel LA DOTD June 16, Microscopic simulation models simulate the movement of individual vehicles on roads It is used to assess the traffic.
LANE CLOSURE CHARTS CHART DEVELOPMENT AND DELAY DAMAGES (District 3) OBJECTIVE To become familiar with the lane closure chart development process.
Mobile Resource Manager v2. Core Pillars  Engine - High fuel costs, vehicle maintenance  Productivity - Customers expect increasing levels of service.
MDSS Stakeholder Meeting June, COMPUTING A BETTER WAY TO PLOW IN NORTHEASTERN MINNESOTA Kwasi D. Amoah, Graduate Student, MSEM University of.
Transportation Data Palooza Washington, DC May 9, 2013 Steve Mortensen Federal Transit Administration Data for Integrated Corridor Management (ICM) Analysis,
Coordinated Highways Action Response Team -Performance and Benefits- Dr. Gang-Len Chang Department of Civil Engineering University of Maryland February,
1 Evaluation of Effectiveness of Automated Workzone Information Systems Lianyu Chu CCIT, University of California Berkeley Hee-Kyung Kim, Yonshik Chung,
Evaluation Tools to Support ITS Planning Process FDOT Research #BD presented to Model Advancement Committee presented by Mohammed Hadi, Ph.D., PE.
1 Development of Capability-Enhanced PARAMICS Simulation Environment Lianyu Chu, Henry X. Liu, Will Recker California PATH ATMS Center University of California,
Evaluation of Potential ITS Strategies under Non-recurrent Congestion Using Microscopic Simulation Lianyu Chu, University of California, Irvine Henry Liu,
Detours – Selection and Design Highways & Engineering Conference March 2, 2006.
The Use of IPASS to Improve Mobility and Safety Through Traveler Information April 2004.
A Calibration Procedure for Microscopic Traffic Simulation Lianyu Chu, University of California, Irvine Henry Liu, Utah State University Jun-Seok Oh, Western.
Regional Traffic Monitoring System for Maryland’s Eastern Shore Dr. Gang-Len Chang Traffic Safety and Operations Lab University of Maryland, College Park.
Research | consulting | technology safety and efficiency in transport through knowledge Moving people and freight in the urban.
Utilities Planning Group CIP Tracking System Jim Broome, PE Chief Engineer.
Economic Analysis: Applications to Work Zones March 25, 2004.
An Intelligent Transportation System Evaluation Tool in the FSUTMS Regional Demand Modeling Environment By Mohammed Hadi, Florida International University.
AN INTRODUCTION TO THE OPERATIONAL ANALYSIS OF QUEUING NETWORK MODELS Peter J. Denning, Jeffrey P. Buzen, The Operational Analysis of Queueing Network.
The Future of gps technology
© 2014 HDR, Inc., all rights reserved. COUNCIL BLUFFS INTERSTATE SYSTEM MODEL Jon Markt Source: FHWA.
High Value Research Sweet Sixteen Maryland State Highway Administration Allison Hardt.
1 Modeling Active Traffic Management for the I-80 Integrated Corridor Mobility (ICM) Project Terry Klim, P.E. Kevin Fehon, P.E. DKS Associates D.
University of Maryland Department of Civil & Environmental Engineering By G.L. Chang, M.L. Franz, Y. Liu, Y. Lu & R. Tao BACKGROUND SYSTEM DESIGN DATA.
Modeling the Interaction Between Railroad Freight Schedule Adherence and Asset Utilization Yan Dong* Joseph M. Sussman** Carl D. Martland** * Transport.
Transit Priority Strategies for Multiple Routes under Headway-based Operations Shandong University, China & University of Maryland at College Park, USA.
Hcm 2010: work zones.
Integration of Transportation System Analyses in Cube Wade L. White, AICP Citilabs Inc.
Evaluation of Alternative Methods for Identifying High Collision Concentration Locations Raghavan Srinivasan 1 Craig Lyon 2 Bhagwant Persaud 2 Carol Martell.
Mike Johnsen, FMCSA, sponsor Doug Lee, Volpe Center, PI Garrett Hagemann, Economist Kent Hymel, Economist Adam Klauber, Environmental Engr George Noel,
S. Erdogan 1, K. Patnam 2, X. Zhou 3, F.D. Ducca 4, S. Mahapatra 5, Z. Deng 6, J. Liu 7 1, 4, 6 University of Maryland, National Center for Smart Growth.
Role of SPFs in SafetyAnalyst Ray Krammes Federal Highway Administration.
Oregon’s Work Zone Traffic Analysis Program FHWA Work Zone Rule Virtual Workshop November 6, 2008 Irene Toews, P.E. Oregon Department of Transportation.
CUAHSI HIS Survey at Berkeley Seongeun Jeong and Xu Liang Department of Civil & Environmental Engineering UC Berkeley.
Interfacing NGSIM Lane Selection Algorithm with TSIS/CORSIM Li Zhang, Ph.D., P.E. Guanghua Zhang, JiZhan Gou Fatemeh Sayyady, Di Wu & Fan Ye January 20,
Materials, Pavements & Transportation Operations CONCEPTS FOR ENHANCING THE EFFECTIVENESS OF TRAFFIC CONTROL PLANS Stuart Anderson Gerald Ullman Making.
FDOT Transit Office Modeling Initiatives The Transit Office has undertaken a number of initiatives in collaboration with the Systems Planning Office and.
Strategic Highway Research Program 2 Project L07 Identification and Evaluation of the Cost- Effectiveness of Highway Design Features to Reduce Nonrecurrent.
Yang Lu Xianfeng Yang Xiaoli Sun May Progress report on Median U-Turn (MUT) planning model.
Capacity and Service to Road Users Task 05: To optimise the capacity of the road network Mike Wilson, Bristol 27 January 2006.
A Dynamic Traffic Simulation Model on Planning Networks Qi Yang Caliper Corporation TRB Planning Application Conference Houston, May 20, 2009.
 Links the optimized settings to VISSIM, the operational analysis results is: Synchronization of Intersections This study employs the core logic of MAXBAND.
Modeling HOV lane choice behavior for microscopic simulation models and its application to evaluation of HOV lane operation strategies Jun-Seok Oh Western.
June 14th, 2006 Henk Taale Regional Traffic Management Method and Tool.
H t t p : / / o p s. f h w a. d o t. g o v / w z / w o r k z o n e. h t m Slide 1 QuickZone — A Work Zone Delay Estimation and Analysis Tool Matthew H.
1 Real-Time Parking Information on Parking-Related Travel Cost TRIP Internship Presentation 2014 Kory Harb July 24, 2014 Advisor: Dr. Yafeng Yin Coordinator:
1 based on Federal Highway Administration Capability Maturity Model Workshops Transportation Systems Management and Operations (TSM&O) Performance Measurement.
A Microscopic Simulation Study of Automated Headway Control of Buses on the Exclusive Bus Lane on the Lincoln Tunnel Corridor Vehicle-Following Algorithm.
Modeling Drivers’ Route Choice Behavior, and Traffic Estimation and Prediction Byungkyu Brian Park, Ph.D. Center for Transportation Studies University.
Abstract Background Methodology Methods While the project is in the data-collection and background research phase, there are several studies that utilize.
Case Study 1 Problem 3 Styner/Lauder Intersection Moscow, Idaho.
Performance Evaluation of Adaptive Ramp Metering Algorithms in PARAMICS Simulation Lianyu Chu, Henry X. Liu, Will Recker California PATH, UC Irvine H.
I-270/MD 355 Simulator: An Intelligent Online Traffic Management System Dr. Gang-Len Chang Nan Zou Xiaorong Lai University of Maryland Saed Rahwanji Maryland.
HSIS Annual Meeting, 10/2006 NCHRP 17-30: Traffic Safety Evaluation of Nighttime and Daytime Work Zones Raghavan Srinivasan Forrest Council.
2007 Incident Management Summit Sri Balasubramanian Chief, Office of Emergency Management Division of Maintenance California Department Of Transportation.
Intelligent and Non-Intelligent Transportation Systems 32 Foundations of Technology Standard 18 Students will develop an understanding of and be able to.
ATDM Analytical Methods for Urban Streets Urban Streets Subcommittee Meeting January 10, 2016 David Hale.
MD-QuickZone MD-QuickZone A Work Zone Traffic Analysis Tool Jawad Paracha, P.E. Maryland State Highway Administration.
Transportation Systems Management and Operations (TSM&O)
Jim Henricksen, MnDOT Steve Ruegg, WSP
Applied Technology and Traffic Analysis Program(ATTAP) MIDCAP & MUID
Chapter 10 Verification and Validation of Simulation Models
Maryland Unconventional Intersection Design Analysis Tool
Calibration and Validation
MODULE 2: TSMO Strategies
MODULE 2: TSMO Strategies
Presentation transcript:

Session C2: Promising Research Roundtable An Integrated Work-Zone Computer System For Capacity Estimation, Cost/Benefit Analysis, and Design Of Control Project Cost: $176,859 Project Duration: 2 years and 8 months (4/30/ /29/2009) Maryland State Highway Administration Allison Hardt Chief of Research 1

Motivations for the Project Work Zones – one of the main contributors to increased delays and traffic safety concerns on highway networks. Work Zones – one of the main contributors to increased delays and traffic safety concerns on highway networks. The effectiveness of work-zone operational and control strategies is contingent on an accurate estimate of the available work-zone capacity. The effectiveness of work-zone operational and control strategies is contingent on an accurate estimate of the available work-zone capacity. 2

Existing Issues Work-zone capacity varies with local driving behaviors. Work-zone capacity varies with local driving behaviors. Work-zone impact is hard to estimate due to interactions between drivers and control strategies. Work-zone impact is hard to estimate due to interactions between drivers and control strategies. Maryland has to hire consultants to estimate work-zone operation efficiency to determine optimal work-zone control strategies and schedules. Maryland has to hire consultants to estimate work-zone operation efficiency to determine optimal work-zone control strategies and schedules. Number of consultants capable of conducting reliable estimation is very limited. Number of consultants capable of conducting reliable estimation is very limited. Lack of a tool for engineers to quickly and reliably get the job done. Lack of a tool for engineers to quickly and reliably get the job done. 3

Project Objective Develop a system to guide engineers and consultants in estimating work zone capacity and potential delay and queue length. Develop a system to guide engineers and consultants in estimating work zone capacity and potential delay and queue length. 4

Work-Zone Capacity Analysis Data Analysis Microscopic level Microscopic level Driving behaviors recorded near work-zone Driving behaviors recorded near work-zone Before and after the lane closure comparison Before and after the lane closure comparison A behavior model for drivers in Maryland was developed A behavior model for drivers in Maryland was developed Statistic level Statistic level Vehicle throughput at various locations Vehicle throughput at various locations Temporal changes before and after lane closure Temporal changes before and after lane closure Shock-wave and other derivatives Shock-wave and other derivatives 5

LCAP: Lane-based Capacity Analysis Program Basic Version Features: Basic Version Features: Capability of using different analytical capacity models at user’s discretion Capability of using different analytical capacity models at user’s discretion Pro Version Features: Pro Version Features: Integration of Microscopic Traffic Simulation Model Integration of Microscopic Traffic Simulation Model Compatible with both CORSIM 5.1 and 6.0 Compatible with both CORSIM 5.1 and 6.0 Very friendly interface – no need to know how to use simulation software Very friendly interface – no need to know how to use simulation software Entry/Exit Ramp Impacts can be modeled. Entry/Exit Ramp Impacts can be modeled. Ramps to the upstream and downstream of the work-zone Ramps to the upstream and downstream of the work-zone Ramps on the left or right side of the mainline roadway Ramps on the left or right side of the mainline roadway User-friendly interface for data input; User-friendly interface for data input; Easily-identified results for work-zone applications; Easily-identified results for work-zone applications; No need to understand capacity equations; No need to understand capacity equations; Fully take advantage of theoretical research results and calibrated simulation model. Fully take advantage of theoretical research results and calibrated simulation model. Why LCAP? 6

System Interfaces: System Interfaces: LCAP: Lane-based Capacity Analysis Program 7

Relationship to QuickZone Maryland’s program is essentially a customized version of FHWA’s program. Maryland’s program is essentially a customized version of FHWA’s program.Differences: Utilizes previously developed capacity estimation model by the University of Maryland. Utilizes previously developed capacity estimation model by the University of Maryland. Users can define the criteria used for the analysis. Users can define the criteria used for the analysis. Maryland version uses a 24-hour traffic count instead of average daily traffic count. Maryland version uses a 24-hour traffic count instead of average daily traffic count. 8

Conclusion Reliable capacity estimation tool for Maryland’s work zones. Reliable capacity estimation tool for Maryland’s work zones. SHA sees its benefits in improved reliability and efficiency in work-zone operations. SHA sees its benefits in improved reliability and efficiency in work-zone operations. Can be applied to other functional classes of roads such as urban arterials, with revisions. Can be applied to other functional classes of roads such as urban arterials, with revisions. 9

Can Other States Use This Tool? Yes! Yes! Other states would need to conduct a field survey to understand local driving behavior. Other states would need to conduct a field survey to understand local driving behavior. 10

Additional Information Go to study website: Go to study website: Contact Allison Hardt of Maryland SHA at or Contact Allison Hardt of Maryland SHA at or 11