Webinar Texas Department of Transportation 0-6677: Costs Associated with Conversion of Surfaced to Un-Surfaced Roads August 30, 2012.

Slides:



Advertisements
Similar presentations
County of Fairfax, Virginia Department of Transportation 1 Transportation Funding and Improving Roadway Services Delivery Transportation Advisory Commission.
Advertisements

Executive Summary Introduction In 1988, by virtue of State Statute , the Nebraska State Legislature first assigned the Nebraska Department.
Managing a Statewide Network An overview of the CDOT Pavement Management Program Eric Chavez Stephen Henry
Wyoming County Paved Roads Management and Monitoring Khaled Ksaibati, Ph.D., P.E. STIC June, 2014.
Pavement Management Program Overview February 10, 2015 Presented By: Christopher J. Ott, E.I.
To Pave or Not to Pave? Making Informed Decisions on When to Upgrade a Gravel Road.
January 24, Maryland Climate Action Plan  Maryland Climate Action Plan  Required by Governor’s Executive Order (January 2007) - Released August.
Department of Industrial Engineering1 Economic Evaluation of the Impact of Waterways on the Port of Cincinnati-Tristate Heather Nachtmann, Ph.D. River.
Meeting Name Date. Agenda Introductions Transportation Funding 101 Program Development Process Program Projects Strategic Funding Tax Rate Implications.
Analysis and Multi-Level Modeling of Truck Freight Demand Huili Wang, Kitae Jang, Ching-Yao Chan California PATH, University of California at Berkeley.
Pavement Preservation in South Carolina J. C. “Clem” Watson, P.E. Chief Engineer for Operations South Carolina Department of Transportation.
1 SDDOT SAFETY PROGRAM. 2 Who Am I ??? CLIFF REUER TRAFFIC & SAFETY ENIGNEER SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION OFFICE OF PROJECT DEVELOPMENT
LANDFILL-GAS-TO-ENERGY PROJECTS: AN ANALYSIS OF NET PRIVATE AND SOCIAL BENEFITS By: Paulina Jaramillo.
Transportation Planning Section, Transportation Development Division Oregon Transportation Plan 2005 Modeling Alternative Policy Choices Becky Knudson,
Agenda Overview Why TransCAD Challenges/tips Initiatives Applications.
Highway Resurfacing Materials Cost Estimate Tool Richard D. Bellows Spring 2005.
Transportation Planning Analysis UnitPNREC 2006 Transportation Modeling in Oregon: Overview of ODOT Statewide Integrated Model Pacific Northwest Regional.
PAVEMENT MANAGEMENT SYSTEMS OVERVIEW Lecture 2. n Provide a historical perspective of the evolution of PMS over the last 20 years n Describe the basic.
Incorporating Safety into the Highway Design Process.
The Roll of GIS In School Board Planning. Presentation Overview ► Introduction ► Board’s Roll in the Planning Process ► GIS at York Catholic ► GIS At.
GreenSTEP Statewide Transportation Greenhouse Gas Model Cutting Carbs Conference December 3, 2008 Brian Gregor ODOT Transportation Planning Analysis Unit.
Month XX, 2004 Dr. Robert Bertini Using Archived Data to Measure Operational Benefits of ITS Investments: Ramp Meters Oregon Department of Transportation.
Thermally Insulated Concrete Pavements: Life-Cycle Cost Analysis Methods and Preliminary Results January 10, 2011 John Harvey Nick Santero Lev Khazanovich.
Transportation leadership you can trust. presented to Regional Transportation Plan Guidelines Work Group presented by Ron West Cambridge Systematics, Inc.
MSJC 4/10s Cost Analysis Aug. ’08 - Rev. Feb. ‘09 Compiled by MSJC R&P Dept. – XCJH Rev
Pavement Preservation Protecting the Investment and the Environment R. Gary Hicks CP2 Center, Chico, CA Prepared for CEAC 2014 Conference March 26-28,
Economic Analysis: Applications to Work Zones March 25, 2004.
ODOT Wildlife Program_RTL_ Initiating the Oregon Wildlife Movement Strategy Melinda Trask, ODOT Geo-Environmental Section,
An Intelligent Transportation System Evaluation Tool in the FSUTMS Regional Demand Modeling Environment By Mohammed Hadi, Florida International University.
Freight Bottleneck Study Update to the Intermodal, Freight, and Safety Subcommittee of the Regional Transportation Council September 12, 2002 North Central.
1 Impact Fees in Virginia Virginia Municipal League Annual Conference October 15, 2007 Jeffrey S. Gore Hefty & Wiley, P.C.
Capital Improvement Program. During the Annual Strategic Action Plan (SAP) evaluation, long-term needs and priorities are identified by City Council Capital.
Traffic Generation Assessment February 21, What did the County do BEFORE TGA and what is it?
 Coordinating construction related training  Following and gathering info for construction related performance measures  Follow Contract Modifications.
14 th NW Tribal Transportation Symposium Pete Field, Transportation Planner FHWA – Western Federal Lands Developing a Long Range Transportation Planning.
© 2007 Wiley Chapter 3 - Product Design & Process Selection.
Presentation to ***(group) on ***(date) 1.  Cities - 11  Highway districts – 3  Ada and Canyon Counties  School districts – 2  Valley Regional Transit.
ADOT Multimodal Planning Division Planning Assistance for Rural Areas (PARA) Program Overview December 4, 2013.
ABC POLICY DEVELOPMENT IOWA DOT Norman McDonald, PE Iowa Department of Transportation Office of Bridges and Structures MID-CONTINENT TRANSPORTATION RESEARCH.
COLLIN COUNTY A County Government and Transportation Overview Ruben E. Delgado, PE Director of Engineering A County Government and Transportation Overview.
Impact of Low Volume Roads Downstream of Dams on Hazard Classification By Robert J. VanLier, P.E. Regional Dam Safety Engineer 900 Natural Resources Drive,
An Analysis of 2000 IH-35 Traffic Composition and Reassignment Solutions Performed by: Manager: Caleb Kraenzel Assistant Manager: Georgia Appleman Webmaster/Analyst:
RPS Modeling Results Presentation to RPS Policy Committee Brian Gregor Transportation Planning Analysis Unit June 6,
Roads Economic Decision Model (RED) January 2008 Rodrigo Archondo-Callao Senior Highway Engineer, ETWTR The World Bank.
Oregon’s Work Zone Traffic Analysis Program FHWA Work Zone Rule Virtual Workshop November 6, 2008 Irene Toews, P.E. Oregon Department of Transportation.
I-70 Second Tier Environmental Studies SIU #7 Presentation to TEAM September 16, 2004.
Forecasting and Evaluating Network Growth David Levinson Norah Montes de Oca Feng Xie.
2 Preliminary  Pre-Design & Design  Prior to Bid Letting  For funding allocation and bid comparison Final  Construction  Post Award  For contractor.
INDIANA DEPARTMENT OF TRANSPORTATION Driving Indiana’s Economic Growth “Measuring up” A drive down maintenance lane “Measuring up” A drive down maintenance.
Texas Department of Transportation Corpus Christi District Harbor Bridge Project U.S. 181 (Harbor Bridge)/SH 286 (Crosstown Expressway) Citizens Advisory.
Simulating Sustainable Futures | Albacete, España Massachusetts Institute of Technology | Department of Urban Studies and Planning Alternative Futures.
BRIDGE BREAKDOWN: EVALUATING THE ARCOLA BRIDGE ANNA GEORGE GRADE 12 METHACTON HIGH SCHOOL 3 RD YEAR AT PJAS.
Impacts of Climate Change and Variability on Transportation Systems and Infrastructure – Gulf Coast Study CCSP Product 4.7.
The Metropolitan Houston Traffic Safety Program Houston-Galveston Area Council Houston, TX.
Texas Department of Transportation Corpus Christi District U.S. 181 (Harbor Bridge) Environmental Documentation and Schematic Development Citizens’ Advisory.
Geometric Design: General Concept CE331 Transportation Engineering.
1 THE HIGHWAY SAFETY MANUAL Michael S. Griffith Federal Highway Administration July 26 th, 2004.
Presentation to the Washington Transportation Commission March 16, 2010 Washington State Association of County Engineers.
Prospective Rural Additions Meeting JULY 15, 2015.
Chip Seal Best Practices by: Larry Galehouse, P.E., P.S., Director National Center for Pavement Preservation.
CONTEXT-SENSITIVE DESIGN 2002 Texas Department of Transportation Design Conference.
Road Investment Decision Framework
Deschutes county road department otta seal gravel road conversion pilot project December 7, 2016 oaces chip seal workshop.
Pierce County Pavement Preservation Program
Unsealed Road Deterioration
Jim Henricksen, MnDOT Steve Ruegg, WSP
Prime Contractor Performance
Dirt and Gravel Road/Low Volume Road Program
NRRA Pavement Workshop 2019
Dirt and Gravel Road/Low Volume Road Program
Presentation transcript:

Webinar Texas Department of Transportation : Costs Associated with Conversion of Surfaced to Un-Surfaced Roads August 30, 2012

 Overview of the Project  Purpose  Process  Results  Application to Road Management Strategy  Additional Questions

 Can you find agency cost savings in converting surfaced low-volume roads into un-surfaced roads?  Specifically in maintenance savings  Studies in South Dakota and Minnesota addressed this question  Both found that the threshold average daily traffic (ADT) for cost savings on gravel roads was around 150

 To determine if there was an agency cost savings benefit associated with conversion of low-volume roads in Texas from surfaced to un-surfaced  To determine what the threshold would be for converting a surfaced road to an un- surfaced road

 Determine the number of lane miles under consideration for conversion  Determine the methods and costs associated with:  Conversion from surfaced to un-surfaced  Maintenance of un-surfaced roads  Conversion from un-surfaced to surfaced  Maintenance of surfaced roads

 Survey  Data Collection  HDM-III Simulations  Sensitivity Analysis  Simulations  Establish Conversion Cost  Analysis of Results

 TxDOT has no un-surfaced roads maintained officially as such, so there was an initial survey of county maintenance engineers and managers for un-surfaced maintenance cost data  What we learned:  County maintenance records are insufficient for data extraction  The public is very opposed to the idea of “un-paving” a road

 Data from TxDOT  Material costs  ADT data  Schedule and process confirmation from Project Director  Data from RS Means Heavy Civil 2012  Labor  Equipment  Area modifiers

 Sensitivity Analysis  To establish variables (inputs) within the program with the most impact on the results  Sensitivity Analysis Results:  Cost (inputs for material cost, equipment, labor, etc.) have an obvious and measured impact on the overall cost  Average Daily Traffic (ADT) is the main contributing factor to deterioration of a road surface and also had a substantial measured impact

 Goal of the HDM-III simulations was evaluation on the long- term maintenance cost of:  Environmental conditions  Soil conditions  Effects of ADT on the cost of maintaining a given section of roadway  There were 187 simulations run:  Each of the twenty-five (25) TxDOT districts  Five (5) climate regions  One (1) for Texas as a whole ▪ For unsurfaced, each was run six (6) times: at ADTs of 100, 200, 300, 400, 500, and once for a surfaced road  A simulation at 0 ADT was run as a control

 HDM-III projected an average yearly maintenance cost for each district and climatic zone for unsurfaced roads  The results produced by HDM-III were for a 25-year analysis of the maintenance costs  Surfaced/Un-surfaced break-even points were calculated for each district, climatic zone, and Texas as a whole  Most relevant general finding from HDM-III simulations:  The cost of the materials and the level of ADT has the most crucial impact on the cost of maintenance (as well as conversion)

 Purpose of the ADT Analysis:  To estimate eligible miles for potential conversion  To determine the maintenance cost break-even point for surfaced and un-surfaced roads per district  ADT data per district were pulled from data extracted from PMIS by TxDOT

This map shows the average break-even ADT per zone.

Overall, the break-even for the state as a whole is ~150 ADT. This varies greatly by district, and could depend on the material choice, cost, and frequency of maintenance.

 The process of converting a roadway from surfaced to un-surfaced could be an economical decision from the agency perspective in terms of maintenance cost savings  Each road under consideration must be evaluated independently, it is not possible to make judgments based on state or zone averages

 Establish engineered gravel/aggregate material  Find all material costs  Gravel/Aggregate  Seal Oil  Chip Rock  Prime Oil  Enter cost into HDM-III  Get effects of ADT  Get annual economic impact  Simulate surfaced versus un-surfaced

 Compare costs generated to find the break- even point  Evaluate roadways in the specific district relative to that ADT  Establish conversion cost  Compare entire process of conversion  How many years to break-even on the process?  Consider population trends in the area and if/when growth is anticipated

 The Situation: One surfaced lane mile in Texas, at ADT 100 (below the break even ADT 150), is under consideration for conversion to unsurfaced roadway  Unit costs used to calculate inputs for HDM-III came from unit bid prices and Maintenance Management Information System  All maintenance costs used were generated through the HDM-III simulations  All costs are relative to the ADT being examined and specific to the Texas statewide average

 The roadway is converted  Cost to convert surfaced to unsurfaced: $7,649  Annual cost to maintain un-surfaced roadway: $6,116  Annual cost to maintain surfaced roadway: $6,276  Savings per year per mile in maintenance with un-surfaced roadways: $161  Number of years it would take for the conversion to pay for itself (cost to convert divided by the savings per year): 48 * Conversion cost was calculated by research team and includes materials, equipment, and labor ** Annual maintenance costs were generated by HDM-III

 The roadway is converted, then needs reconversion at some point  Cost to convert from surfaced to unsurfaced: $7,649  Cost to reconvert from un-surfaced to surfaced: $106,771  Total conversion cost: $114,420  Difference of the two annual maintenance costs: $161  Number of years to break-even on the un-surfacing then reconversion of a roadway: 711 * Conversion cost was calculated by research team and includes materials, equipment, and labor ** Annual maintenance costs were generated by HDM-III

 The roadway is left as is. No conversion takes place  Annual cost to maintain surfaced roadway: $6,276  The savings in this scenario is in the money not spent on conversion, especially reconversion (a total of $114,420) * Conversion cost was calculated by research team and includes materials, equipment, and labor ** Annual maintenance costs were generated by HDM- III

 Conversion is a potential cost savings tool, but is very risky due to unpredictable growth, as the cost to convert from un-surfaced to surfaced is 14x more than to convert from surfaced to un-surfaced.  Material cost was the main factor in driving overall cost. Regions with cheaper overall materials have higher break-even ADT.