Lecture 2 PAVEMENT MANAGEMENT SYSTEMS OVERVIEW Instructional Objectives

Lecture 2 PAVEMENT MANAGEMENT SYSTEMS OVERVIEW

Instructional Objectives n n Provide a historical perspective of the evolution of PMS over the last 20 years Describe the basic components of a PMS Discuss how the products are used to aid decision making Be aware of current state practice

Importance of Transportation System n n n Transportation Statistics Economic Importance Movement of Freight

Importance of Pavements n n Pavements deteriorate with time Good roads cost less – If maintained at a reasonable level of service – If responsive to preventive maintenance

Effect of Treatment Timing on Costs

Support for PMS n FHWA – Training courses – Seminar and workshops – Technical assistance n AASHTO – Guidelines in 1985, 1990 – New guidelines 1999?

PMS Defined n A set of tools or methods that can assist decision makes in funding cost effective strategies for providing, evaluating, and maintaining pavements in a serviceable condition.

Historical Perspective n Early PMS n AASHTO & NCHRP research n 1985 AASHTO Guidelines on P M n 1989 FHWA Policy on PM n 1990 AASHTO Guidelines for PMS n ISTEA of 1991

Early PMS n Washington n Arizona n Utah n South Dakota n US Army Corps of Engineers

1986 AASHTO Guidelines n n Introduced and defined PMS Supported development and implementation of PMS

1989 FHWA PMS Policy n n Required all states to have PMS to manage their Federal Aid Highways (Interstate, Principal) Condition of funding

1990 AASHTO Guidelines for PMS n Developed under guidance of AASHTO Task Force on Pavement Management n Specific project with limited scope n Prepared by F. Finn and D. Peterson n Limited to 35 pages

Scope of 1990 AASHTO Guidelines n Described the basic characteristics n Identified the components of a PMS and role n Described development, implementation and operation steps n Described the products n Defined the role of communications

Intermodal Surface Transportation Efficiency Act of 1991 n n Required all States to have a PMS that covered all Federal - Aid Highways Tripled network covered - 916, 200 centerline miles n Rescinded in 1995 n Regulations n Components

SAFTY-LU n Safe, Accountable, Flexible, Efficient, Transportation Equity Act A Legacy for Users (SAFETY-LU) 2005 – Requires • • • Pavement Management Bridge Management Safety Management Traffic Congestion Public Transportation Facilities and Equipment Intermodal transportation Facilities

PMS Components-1995 n n n Data Collection Analysis Updates

Data Collection n Inventory n History n Condition Survey n Traffic n Data Base

Analysis n Condition Analysis n Performance Analysis n Investment Analysis n Engineering Analysis n Feedback Analysis

Proposed Resolution National PMS Workshop New Orleans, July 1997 Proposed resolution centered on: n PMS is good business practice n Objective measures and protocols for pavement condition n Local/regional criteria necessary n Transparent modeling/analysis n Top level management support

1990 AASHTO Guidelines for PMS “A Pavement Management System is designed to provide objective information and useful data for analysis so that highway managers can make consistent, cost-effective, and defensible decisions related to the preservation of a pavement network. ”

Typical Modules of a PMS n n n Database Analysis Feedback

Types of Data n Inventory n Information relative to pavement condition n Construction, maintenance, and rehabilitation history n Traffic n Cost data

Database Reports n n Pavement Condition Deficiency Reports Pavement Condition Performance Histories MR&R Actions Pavement Inventory and Ranking

Analysis Methods n n n Pavement Condition Analysis Priority Assessment Models Network Optimization Models

Condition Analysis n n Combines the pavement distress data into a score or index Represents overall pavement condition – Describes system condition – Uses priority ranking scheme – Uses decision tree approach as primary criteria to select project, timing, and treatments

Condition Analysis Outputs n n n Ranking of pavement segments by condition index Identification of MR&R strategies and timing for individual pavement segments Estimate of funding needs for selected treatments

Prioritization Models n n n Optimal MR&R strategies based on life cycle costs Projects are prioritized at the network level Benefit/cost ratio and cost effectiveness are more prevalent methods

Prioritization Output n Prioritized listing of projects requiring action n Costs for MR&R treatments n Funding needs to meet desired network condition n Single-year and multi-year with segments treatment timing and cost identified

Optimization Models n Identifies network MR&R strategies by: – Maximize total network benefits or – Minimize network costs n Simultaneously evaluates entire network

Optimization Output n n n Similar to prioritizing model Identifies an optimally balanced MR&R program Optimization models do not normally identify segment priorities

Feedback Process n A variety of processes are used to confirm reliability of PMS

Network Level PMS n Establish network budget requirements n Allocate funds to network priorities n Schedule MR&R actions

Network Level Products n Pavement network condition n MR&R policies n Budget requirements n Network priorities

Project Level PMS n Primary objective is to provide information for specific pavement segments: – Preferred MR&R for each project – MR&R costs – Expected MR&R performance.

Budget Requirements n n Provide an estimate of budget requirements At prescribed levels of performance

Data Collection Needs n n n Inventory Traffic/ Load Pavement Condition Survey

Inventory Data n n n n n Route Number Functional Class Length Pavement Type Pavement Width Lane Number and Width Shoulder Type and Width Layer Thickness MR&R History

Traffic/Load Data n n ADT (used to establish priorities) ESAL (for prediction and treatment selection)

Pavement Condition Survey n Ride quality or roughness n Physical distress n Structural capacity n Safety

Pavement Condition Survey (other issues) n Historical – Rate of deterioration over time under accumulated traffic loads n Frequency – Depends on the type and age of pavement measured as well as the cost of the survey and the need for timely data n Quality Control – Inventory and condition data is essential to the success of a PMS