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Mid-term Exam ( % 30 ) Final Exam ( % 40 ) PREVENTATIVE MAINTENANCE. OF ASPHALT PAVEMENTS ... What are the benefits of PM? What are the barriers and/or ... – PowerPoint PPT presentation

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Title: ULS%20502E


1
ULS 502E
  • PREVENTATIVE
  • MAINTENANCE
  • OF ASPHALT
  • PAVEMENTS

2
INSTRUCTOR
  • MURAT ERGUN
  • SUKRIYE IYINAM
  • Civil Engineering
  • Transportation Engineering Department
  • Transportation Infrastructure Section

3
GRADING
  • Homeworks ( 30 )
  • Mid-term Exam ( 30 )
  • Final Exam ( 40 )

4
PREVENTATIVE MAINTENANCEOF ASPHALT PAVEMENTS
  • What is pavement preventative maintenance (PM)?
  • Why become involved with PM?
  • What are the benefits of PM?
  • What are the barriers and/or potential pitfalls
    to the development of a PM program?
  • What are the steps necessary to implement a PM
    program?

5
What is PM?
  • Preventive maintenance is a relatively new
    concept for most highway agencies.
  • Therefore, not surprisingly, there has been
    widespread misunderstanding and confusion
    throughout the transportation community over what
    preventive maintenance is and what it isnt.
  • This has led, in some cases, to lack of agency
    and public support for Preventive Maintenance.
  • As practitioners become more familiar with the
    concepts and tools of PM, the definition offered
    by the AASHTO Standing Committee of Highways is
    gaining acceptance.

6
What is PM?
  • PM is the planned strategy of cost-effective
    treatments to an existing roadway system and its
    appurtenances that preserves the system, retards
    future deterioration, and maintains or improves
    the functional condition of the system (without
    substantially increasing structural capacity).

7
What is PM?
  • Pavement preventive maintenance narrows that
    focus to the application of one or more
    treatments, generally to the surface of a
    structurally sound roadway.
  • It can be summed things up quite nicely by
    defining pavement preventive maintenance as,
  • Applying the right treatment to
  • the right pavement at the right time.

8
Why Become Involved with PM?
  • Traditionally, highway agencies have allowed the
    ride quality and structural condition of a
    pavement to deteriorate to fair to poor condition
    before taking steps to rehabilitate the pavement.
  • The aim of rehabilitation is to repair structural
    damage and restore measurable pavement conditions
    such as ride, rutting and cracking.
  • This is costly and time consuming activity with
    associated traffic disruptions and inconvenience
    to adjacent businesses and residences.
  • This worst-first scenario came about for many
    reasons, including the requirements for
    Government-aid funding, the maximization of
    capitol growth, and a long-standing philosophy
    of, If it aint broke, dont fix it.

9
Why Become Involved with PM?
  • Highway agencies have found that applying a
    series of low-cost preventive treatments can
    extend the service lives of their pavements.
  • This translates into a better investment, better
    ride quality, and increased customer satisfaction
    and support.
  • The experience with pavement preventive
    maintenance in a number of agencies demonstrates
    this success each money spent now has been
    estimated to save up to six times money in the
    future.

10
What Are the Benefits of PM?
  • The benefits associated with pavement preventive
    maintenance, both perceived and documented, vary
    from agency to agency depending not only upon a
    particular agencys strategic objectives, but
    also on what stakeholder is promoting the
    concept.
  • For example, the traveling public will be most
    attracted to improved ride, while the pavement
    management engineer will find value in the fact
    that overall condition of the network will
    improve over time, and the executive management
    of an agency will be drawn to the reported cost
    savings.

11
What Are the Benefits of PM?
  • The benefits most often associated with
    successful pavement preventive management
    programs are listed below.
  • Although not all these benefits are currently
    being measured, they are the ones that appear
    repeatedly in the literature and practitioner
    discussions

12
What Are the Benefits of PM?
  • Higher Customer Satisfaction
  • Better Informed Decisions
  • Improved Strategies and Techniques
  • Improved Pavement Condition
  • Cost Savings
  • Increased Safety

13
What are the Barriers and/or Potential Pitfalls
to the Development of a PM Program?
  • Public Perception
  • Management Perceptions
  • Research Needs
  • Training
  • Data Management
  • Dedicated Funding Challenges
  • Crew Acceptance

14
What are the Steps necessary to implement a PM
program?
  • Adequate/Dedicated Funds
  • Top Management Support Commitment
  • Data Collection and Management
  • Crew Acceptance
  • Training
  • Improved Models/Project Selection

15
  • Legislative Support
  • Publicity

16
Adequate/Dedicated Funds
  • Agencies that have succeeded in implementing PM
    programs recognize the importance of obtaining an
    adequate, secure, and ongoing source of funds.
  • The establishment of dedicated funds helps to
    ensure that a stable flow of funding is provided
    to enable the agency to apply the necessary
    techniques in a timely manner.

17
Top Management Support Commitment
  • Establishment of an effective pavement preventive
    maintenance program requires top management
    commitment and support.
  • There are many demands on agency resources and
    those programs supported at the highest levels
    have the best chance of succeeding.

18
Data Collection and Management
  • Objective, accurate, repeatable measurements are
    critical to the success of PM programs.
  • Most agencies rely on their PMS to provide the
    needed information. In most cases, modifications
    to the PMS are required to capture the
    information necessary to fully support the PPM
    program.

19
Crew Acceptance
  • In order for a PM program to be successful, those
    responsible for performing and monitoring the
    work must buy-in to the philosophies and concepts
    of PM.
  • If those people doing the work do not support it,
    the chances of success are unlikely.

20
Training
  • The concepts and philosophies of PM are new to
    most agencies.
  • In fact, PM is a major shift in direction,
    requiring not only knowledge of the technical and
    mechanical aspects of the work, but also an
    understanding and appreciation of the overall
    purpose of PM as well.

21
Improved Models/Project Selection
  • There are numerous PM treatment options available
    for both asphalt concrete and Portland cement
    concrete pavements.
  • Some of the options are appropriate, others are
    not.
  • In order to choose the right treatment at the
    right time, agencies need to develop a treatment
    selection process based on performance and life
    cycle costs.
  • In most cases, this is much easier said than
    done.

22
Legislative Support
  • Most agency budgets and major fund requests are
    touched in some way by the Legislative process.
  • Therefore, Legislative support is a critical
    element in the success of an agencys PM
    program.
  • If a program isnt funded to an adequate and
    consistent level, it wont happen.

23
Publicity
  • PM does not make news there are no ribbon
    cuttings or groundbreaking ceremonies.
  • In fact, many people question the wisdom/rational
    of a program that devotes resources to
    well-performing pavements, while pavements
    clearly in need of repair are ignored.
  • The public is interested in sound fiscal
    practices.
  • With proper information and education, this
    interest can be channeled into support of a PM
    program.

24
Summary of Outline
  • Background and Objectives
  • Establishing a Preventive Maintenance Program
  • Framework for Treatment Selection and
  • Timing
  • Analysis to Determine the Most Effective
    Treatment

25
Background
  • Pavement Management Systems
  • Most Agencies have one
  • Usually contain maintenance component
  • Limitations
  • Models to determine cost effective treatment
  • Most dont contain proper treatment timing

26
Types of Pavement Maintenance
  • Preventative (Proactive)
  • Arrest light deterioration
  • Retard progressive failures
  • Reduce need for corrective maintenance
  • Right treatment at the right time!

27
  • Corrective (Reactive)
  • After deficiency occurs
  • More expensive
  • Emergency

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Study Objectives
  • Review existing practices related to selection
    of appropriate PM strategies
  • Develop a framework for selection of the most
    appropriate PM treatments
  • Prepare Summary Report

30
Establishing a Preventative Maintenance Program
  • Number of Technical Components BUT!
  • Two most important are non-technical
  • 1) Agency Top Management Commitment
  • 2) Customer Education Program

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1
2
3
4
5
33
1. Establish Program Guidelines
  • Policy Manual
  • Contains overall strategies and goals
  • Safety issues
  • Environmental issues
  • Program coordinator named
  • Technical elements
  • Feedback loop

34
2. Determine Maintenance Needs
  • Condition Survey
  • Trained observers
  • Automated vehicles
  • Non-destructive testing (FWD, Friction)
  • Cores, slabs
  • Project data
  • Location, ADT, trucks, environment, etc.

35
3. Framework for Treatment Selection
  • The right treatment at the right time on the
    right project
  • Amen ( Insallah )

36
4. Develop Analysis Proceduresfor the Most
Effective Treatment
  • A number of procedures for determining cost
    effectiveness exist and should be used
  • Cost should be part of the decision
  • process but not the only consideration
  • Use of decision trees is a viable method

37
5. Feedback Mechanism
  • Generally a weakness in many
  • management processes
  • The boss doesnt want to hear bad news
    syndrome
  • Need to know how the system is working
  • A tool to adjust the program when needed

38
Preventive MaintenanceTreatments
  • Can be effective if used under proper
  • conditions to address distress
  • Types of Flexible Pavement distress
  • include
  • Rutting
  • Cracking (fatigue, block, thermal, etc.)
  • Bleeding
  • Raveling

39
Crack Sealing
  • Used to prevent water and incompressibles from
    entering the pavement
  • Cracks are often routed
  • Sealants are only effective for a few
  • years

40
Fog Seal
  • Application of diluted emulsion to enrich
  • the surface
  • Primarily used to address raveling,
  • oxidation, and seal minor surface cracks
  • Expected life not greater than 3 to 4
  • years

41
Chip Seal
  • Used to waterproof the surface, seal
  • small cracks and improve surface friction
  • Normally used on low-volume roadways,
  • but have been used on high-volume
  • facilities

42
Thin Cold-Mix Seal
  • Treatments include
  • slurry seals,
  • microsurfacing
  • cape seals
  • Used to fill cracks, increase frictional
  • resistance and improve ride quality

43
Thin Hot-Mix Overlay
  • Treatments include dense-, open and gapgraded
    mixes
  • Used to improve ride quality,
  • increase frictional resistance and
  • correct surface irregularities

44
Framework for TreatmentSelection and Timing
  • Data/criteria used for developing tools
  • Decision tools for treatment selection
  • Decision Trees
  • Decision Matrices
  • Benefits/limitations of decision tools
  • Optimum timing of treatments

45
Data/Criteria Considered inDeveloping Tools
  • Pavement type and construction history
  • Functional classification or traffic level
  • Pavement condition index ( PCI )
  • Specific type of deterioration present
  • Geometric issues
  • Environmental conditions
  • Unit costs ?
  • Expected life ?

46
Other Potential Criteria
  • Availability of qualified contractors
  • Availability of materials
  • Time (of year) of construction
  • Pavement noise
  • Surface friction

47
Typical Decision Tools
  • Decision trees
  • Decision matrices

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Benefits
  • Works well for local conditions
  • Good project level tool
  • Transferability

51
and Limitations
  • Limits innovation
  • Difficult to consider multiple factors
  • Difficult to consider multiple distresses
  • Not good for network level evaluation

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