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Case Study:

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Backcalculated k-value for Mainline Pavement Used for Rigid Reconstruction & AC ... Shoulders Designed to Match Profile of Mainline Lanes. Design ... – PowerPoint PPT presentation

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Title: Case Study:


1
  • Case Study
  • Role of the Falling Weight Deflectometer in
    Pavement Rehabilitation Projects
  • Michael Frabizzio
  • Vahid Ganji, Ph.D., P.E.
  • Kaz Tabrizi, Ph.D., P.E.
  • Advanced Infrastructure Design, Inc.
  • Middlesex, NJ

2
Introduction
  • Can Play Critical Role in Various Phases of
    Project
  • Pavement Evaluation
  • Selection of Feasible Rehab Alternatives
  • Pavement Design
  • Life-Cycle Cost Analysis (LCCA)
  • Case Study Project

3
Case Study Project (I-295)
  • Pavement Improvements Project
  • Route I-295 (MP 32 to 41) in New Jersey
  • 3 Mainline Lanes, Left Right Shoulders
  • Mainline PCC Pavement (78 Slab Length)
  • Shoulders AC Pavement

4
Pavement Evaluation
  • Objectives
  • Assess Pavement Condition
  • Sectionalize Project Area
  • Determine Estimated Repair Quantities
  • Various Test Methods
  • FWD
  • Complements Other Tests
  • Provides Realistic Assessment of Pavement System

5
Pavement Evaluation
  • FWD Data Used to
  • Backcalculate Layer Moduli Structural Number
  • Assess Condition of Transverse Joints
  • Helps to Sectionalize Project Area
  • Provide Number Locations of Joints Requiring
    DBR and/or Slab Undersealing

6
Pavement EvaluationCase Study
  • Coring
  • Compressive Strength Testing
  • Gradation Analyses
  • DCP Testing
  • Visual Condition Survey
  • FWD Testing
  • Review of Ride Quality Surface Distress Data
  • Review of Geotechnical Plans Boring Logs
  • Review of Construction History Information

7
Pavement EvaluationCase Study
8
Pavement EvaluationCase Study
  • 9 PCC over 12 Subbase
  • Southern Fair-to-Poor Northern Good
  • Southern Has More Frequent Severe Distresses
  • Southern Has Worse Condition PCC Layer
  • Relatively Weak Subgrade throughout Project
  • Top of Subgrade Better in Northern
  • Southern Has Worse Subbase
  • Joints in Good Condition throughout Project Area

9
Pavement EvaluationCase Study
10
Pavement EvaluationCase Study
  • 7 AC over 5/7 Gravel Base over 12 Subbase
  • Southern Has Slightly Higher SNeff MR Values
  • Relatively Weak Subgrade throughout Project Area

11
Pavement EvaluationCase Study
  • Visual Survey Results Used to Estimate PD FD
    Repair, Slab Replacement, Crack Sealing, Joint
    Sealing Quantities
  • FWD Joint Test Results Used to Determine Number
    Locations of Joints Requiring DBR and/or Slab
    Undersealing

12
Pavement EvaluationCase Study
13
Selection of Feasible Rehab Alt.s
  • Determine Which Alternatives Are Practical
    Cost-Effective
  • Consider Functional Structural Condition and
    Other Factors
  • FWD Other Test Data Are Useful Resources

14
Selection of Feasible Rehab Alt.sCase Study
  • Typical Alternatives
  • Flexible Reconstruction
  • Rigid Reconstruction
  • AC Overlay
  • Rubblization Alternative
  • Determine Area with Sufficient Modulus of
    Subgrade Reaction Value

15
Selection of Feasible Rehab Alt.sCase Study
16
Pavement Design
  • All Designs
  • MR or k-value Other Inputs Used to Compute
    Required Structural Capacity
  • Overlay Designs
  • Existing Structural Capacity
  • FWD Data Provides MR, k, SNeff Values

17
Pavement DesignCase Study
  • Backcalculated MR Value for Shoulder Was Used for
    Flexible Reconstruction Rubblization Designs
    for Mainline Lanes
  • Backcalculated k-value for Mainline Pavement Used
    for Rigid Reconstruction AC Overlay Designs for
    Mainline Lanes
  • Shoulders Designed to Match Profile of Mainline
    Lanes

18
Pavement DesignCase Study
19
Life-Cycle Cost Analysis
  • Provides Life-Cycle Cost Comparison Among Rehab
    Alternatives
  • FWD Plays Useful, Indirect Role in LCCA
  • FWD Data Used in Various Phases of Project
  • Products of These Phases Used in LCCA

20
Life-Cycle Cost AnalysisCase Study
  • Pavement Designs, Based on FWD Data, Used in LCCA
    for All Alternatives
  • DBR Slab Undersealing Quantities, Determined
    Using FWD Joint Test Data, Used in LCCA for AC
    Overlay Alternative

21
Life-Cycle Cost AnalysisCase Study
22
Summary
  • Functions of FWD Data in Pavement Rehab Projects
  • Backcalculate Moduli Structural Number
  • Assess Joint Condition Determine Joint Repair
    Quantities
  • Sectionalize Project Area
  • Help Determine Feasible Rehab Alternatives
  • Provide Pavement Design Inputs
  • Provide Framework Inputs for LCCA
  • FWD Is Valuable Tool for These Projects
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