Pavement Management Performance Modeling: Evaluating the Existing PCI Equations,

The work described in this report documents the activities performed for the evaluation, development, and enhancement of the Iowa Department of Transportation (DOT) pavement condition information as part of their pavement management system operation. The study covers all of the Iowa DOT’s interstate and primary National Highway System (NHS) and non-NHS system. A new pavement condition rating system that provides a consistent, unified approach in rating pavements in Iowa is being proposed. The proposed 100-scale system is based on five individual indices derived from specific distress data and pavement properties, and an overall pavement condition index, PCI-2, that combines individual indices using weighting factors. The different indices cover cracking, ride, rutting, faulting, and friction. The Cracking Index is formed by combining cracking data (transverse, longitudinal, wheel-path, and alligator cracking indices). Ride, rutting, and faulting indices utilize the International Roughness Index (IRI), rut depth, and fault height, respectively.

[1]  Wayne G. Jensen,et al.  Pavement Quality Indicators , 2013 .

[2]  Zhongjie Zhang,et al.  A REVIEW OF THE PAVEMENT MANAGEMENT SYSTEM OF THE STATE OF LOUISIANA-PHASE I , 2008 .

[3]  Newton C Jackson.  Development of Revised Pavement Condition Indices for Portland Cement Concrete Pavement for the WSDOT Pavement Management System , 2008 .

[4]  P E Irick,et al.  The Pavement Serviceability-Performance Concept , 1960 .

[5]  Kanok Boriboonsomsin,et al.  Development of a CompositePavement Performance Index , 2005 .

[6]  Zhongjie Zhang,et al.  Review of Louisiana's Pavement Management System , 2008 .

[7]  Lenahan O'Connell,et al.  Kentucky Highway Rating System , 2003 .

[8]  Michael I Darter,et al.  PAVEMENT CONDITION EVALUATION OF ASPHALT SURFACED AIRFIELD PAVEMENTS , 1978 .

[9]  K. P. George,et al.  MDOT Pavement Management System : Prediction Models and Feedback System , 2000 .

[10]  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 .

[11]  Jose Weissmann,et al.  Pavement Scores Synthesis , 2009 .

[12]  J P Donahue.  MISSOURI GUIDE FOR PAVEMENT REHABILITATION , 2002 .

[13]  Dennis A Morian,et al.  Techniques for Selecting Pavement Rehabilitation Strategies: Pennsylvania Case Studies , 1997 .

[14]  Sue McNeil,et al.  Emerging Issues in Transportation Facilities Management , 1992 .

[15]  Yanfeng Ouyang,et al.  Update of Condition Rating Survey (CRS) Calculation/Prediction ModelsFinal Report , 2007 .

[16]  Paola Bandini,et al.  Improving NMDOT's pavement distress survey methodology and developing correlations between FHWA's HPMS distress data and PMS data. , 2012 .

[17]  Michael I Darter,et al.  CONDITION EVALUATION OF JOINTED CONCRETE AIRFIELD PAVEMENT , 1980 .

[18]  David H Timm,et al.  A STUDY OF MANUAL VS AUTOMATED PAVEMENT CONDITION SURVEYS , 2004 .

[19]  Sameh Zaghloul,et al.  Development and Implementation of Arizona Department of Transportation (ADOT) Pavement Management System (PMS) , 2006 .

[20]  Kumares C. Sinha,et al.  Development of a Structural Index as an Integral Part of the Overall Pavement Quality in the INDOT PMS , 2010 .

[21]  Qingbo Zheng,et al.  SUPPORT OF PAVEMENT MANAGEMENT SYSTEMS AT THE DELAWARE DEPARTMENT OF TRANSPORTATION , 1999 .

[22]  Douglas D. Gransberg,et al.  Performance Analysis of Aggregate/Binder Combinations Used for the ODOT Chip Seal Program , 2010 .

[23]  Yanfeng Ouyang,et al.  Update of Condition Rating Survey (CRS) Calculation/Prediction Models Phase 2. CRS Calculation Model Development , 2007 .

[24]  Yajie Zou,et al.  Evaluation and development of pavement scores, performance models and needs estimates : phase I activities , 2011 .