TxDOT Guidelines to Assign PMIS Treatment Levels

This report has been developed to provide Texas Department of Transportation (TxDOT) with guidelines to assign Pavement Management Information System (PMIS) treatment levels for asphalt and rigid pavements which include Preventive Maintenance (PM), Light Rehabilitation (LRhb), Medium Rehabilitation (MRhb), and Heavy Rehabilitation (HRhb). The treatment level definitions were presented as well as their respective construction projects and frequency of use by TxDOT. The work treatments were defined with focus on the description, conditions for use, advantages, limitations, and expected performance. A decision-support matrix is also included for asphalt and concrete pavements with the aim of identifying the best treatment, based on the severity of existing distresses, traffic levels, functionality of the road, and extent of surface imperfections. In the case of asphalt pavements, an approach was presented to include available structural indices in the network-level decision making process.

[1]  Anne M. Johnson BEST PRACTICES HANDBOOK ON ASPHALT PAVEMENT MAINTENANCE , 2000 .

[2]  S H Carpenter,et al.  SOIL AND BASE STABILIZATION AND ASSOCIATED DRAINAGE CONSIDERATIONS. VOLUME I: PAVEMENT DESIGN AND CONSTRUCTION CONSIDERATIONS. FINAL REPORT , 1992 .

[3]  Linda M Pierce,et al.  Pavement Management Roadmap , 2010 .

[4]  Michael Maher,et al.  Context Sensitive Roadway Surfacing Selection Guide , 2005 .

[5]  T. Incorporating a Structural Strength Index into the Texas Pavement Evaluation System , 2007 .

[6]  Angela Jannini Weissmann,et al.  Evaluation and Development of Pavement Scores, Performance Models and Needs Estimates for the TxDOT Pavement Management Information System - Final Report , 2012 .

[7]  Cindy K Estakhri,et al.  Guidelines on Construction and Maintenance of Porous Friction Courses in Texas , 2008 .

[8]  Tom Scullion,et al.  Performance Report on Jointed Concrete Pavement Repair Strategies in Texas , 2004 .

[9]  Tom Scullion,et al.  FIELD PERFORMANCE AND DESIGN RECOMMENDATIONS FOR FULL DEPTH RECYCLING IN TEXAS , 2003 .

[10]  David E. Newcomb,et al.  Thin Asphalt Overlays for Pavement Preservation , 2009 .

[11]  Dan G Zollinger,et al.  Guidelines for Routine Maintenance of Concrete Pavement , 2008 .

[12]  D W Janisch,et al.  Sawing and sealing joints in bituminous pavements to control cracking , 1996 .

[13]  Lev Khazanovich,et al.  Design and Construction of a Sustainable Composite Pavement at MnROAD Facility--Recycled Concrete Pavement with Hot Mix Asphalt Surface , 2011 .

[14]  S Sebesta,et al.  INVESTIGATION OF MAINTENANCE BASE REPAIRS OVER EXPANSIVE SOILS: YEAR 1 REPORT , 2002 .

[15]  L Uzarowski,et al.  Rational Approach for Selecting the Optimum Asphalt Pavement Preventive and Rehabilitation Treatments - Two Practical Examples from Ontario , 2007 .

[16]  D G Zollinger,et al.  PERFORMANCE OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS. VOLUME IV - RESURFACINGS FOR CRC PAVEMENTS , 1999 .

[17]  Zheng Wu,et al.  Performance Evaluation of Various Rehabilitation and Preservation Treatments , 2010 .

[18]  A T Papagiannakis,et al.  Best Practices for Level-Up Patching Operation , 2012 .

[19]  Tom Scullion,et al.  Selecting Rubblization for Rehabilitation of Concrete Pavements: Case Studies in Texas , 2007 .

[20]  Ivan Damnjanovic,et al.  DEVELOPMENT OF A NEW METHODOLOGY FOR CHARACTERIZING PAVEMENT STRUCTURAL CONDITION FOR NETWORK-LEVEL APPLICATIONS , 2003 .

[21]  Tom Scullion,et al.  Use of ground penetrating radar data in pavement rehabilitation strategy selection and pavement condition assessment , 1998, Smart Structures.

[22]  Scott Shuler Edge Cracking in Hot Mix Asphalt Pavements , 2005 .

[23]  Eli Cuelho,et al.  Preventive Maintenance Treatments of Flexible Pavements: A Synthesis of Highway Practice , 2006 .

[24]  R V Lopez SUMMARY OF CONCRETE OVERLAYS , 1980 .

[25]  Michael S Mamlouk,et al.  Pavement Maintenance Effectiveness: Preventive Maintenance Treatments: Instructor's Guide , 1996 .

[26]  James S. Moulthrop,et al.  Selecting a Preventive Maintenance Treatment for Flexible Pavements , 1999 .

[27]  Robert Otto Rasmussen,et al.  Guide to Cement-Based Integrated Pavement Solutions , 2011 .

[28]  Michael I Darter,et al.  REHABILITATION OF CONCRETE PAVEMENTS. VOLUME II - OVERLAY REHABILITATION TECHNIQUES , 1989 .

[29]  Brian K Diefenderfer,et al.  Evaluation of Jointed Reinforced Concrete Pavement Rehabilitation on I-64 in theRichmond and Hampton Roads Districts of Virginia , 2009 .

[30]  Imad N. Abdallah Strategies to Improve and Preserve Flexible Pavements at Intersections , 2011 .

[31]  Todd E. Hoerner,et al.  OPTIMAL TIMING OF PAVEMENT PREVENTIVE MAINTENANCE TREATMENT APPLICATIONS , 2004 .

[32]  M. Baucus Transportation Research Board , 1982 .

[33]  Dan G Zollinger,et al.  PERFORMANCE OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS. VOLUME V - MAINTENANCE AND REPAIR OF CRC PAVEMENTS , 1998 .

[34]  Tom Scullion,et al.  PAVEMENT MANAGEMENT INFORMATION SYSTEM CONCEPTS, EQUATIONS, AND ANALYSIS MODELS. FINAL REPORT , 1995 .

[35]  Roger E. Smith,et al.  Microsurfacing Usage Guidelines , 1999 .

[36]  Jusang Lee,et al.  Treatment Guidelines for Pavement Preservation , 2010 .

[37]  Tommy Nantung,et al.  Indiana Pavement Preservation Program , 2010 .

[38]  Tom Scullion SELECTING REHABILITATION OPTIONS FOR FLEXIBLE PAVEMENTS: GUIDELINES FOR FIELD INVESTIGATIONS , 2001 .

[39]  Stephen Sebesta Finalization of Guidelines for Maintenance Treatments of Pavement Distress , 2004 .