Data Collection for Determining Pavement Condition - PowerPoint PPT Presentation

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Data Collection for Determining Pavement Condition

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Data Collection for Determining Pavement Condition Friction Profile Rut Depth Structure Distress identification Friction Determination Importance Inadequate friction ... – PowerPoint PPT presentation

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Title: Data Collection for Determining Pavement Condition


1
Data Collection for Determining Pavement Condition
  • Friction
  • Profile
  • Rut Depth
  • Structure
  • Distress identification

2
Friction Determination
  • Importance
  • Inadequate friction leads to higher number of
    crashes
  • Required to provide a safe road
  • Can be used to evaluate materials-AWI
  • Evaluated as
  • Locked Wheel
  • Spin Up Test
  • Surface Texture Measurement

3
Friction-Locked Wheel
  • ASTM 261
  • Standard Tire
  • Water on surface
  • 40 MPH

4
Friction tester- Locked Wheel

5
Friction TesterSpin up
  • Wheel Lowered at 40 MPH
  • Friction forcetorque/tire radius
  • f Friction Force / Weight
  • Better then Locked Wheel as less equipment is
    required

6
Spin Up Friction Tester
7
Road Surface Analyzer
  • A laser-based profiler using an accelerometer
  • established inertial reference.
  • ROSAN measures texture and longitudinal pavement
    profile at highway speeds.
  • Texture Analysis - Determination of Mean Profile
  • Depth Smoothness Analysis - ?? Roughness Analysis
    - Determination of International
  • Roughness Index (IRI) Ride Number (RN), using
  • ASTM E 950 E 1926

8
Road Surface Analyzer
9
Roughness Measuring
  • Rod and Level
  • Dipstick profiler
  • Road roughness Meter
  • Profiling Devices

10
Roughness Measurement
  • Present Serviceability Rating (PSR)
  • Based on ride quality defined by observer
  • Values from 1-5
  • International Roughness Index
  • Based on Average Rectified Slope (ARS) determined
    from vehicle accumulated suspension motion
    divided by the distance m/km
  • IRI 1000ARS

11
Dipstick Analyzer
  • Operation The Dipstick Road Profiler stands on
    two support legs.  The operator simply "walks"
    the Dipstick along a survey line alternately
    pivoting the instrument about each leg. Two
    digital displays show the elevation difference
    between the Dipstick's two support legs.
    Audible and visual signals alert the operator
    when each elevation difference reading is
    measured and automatically recorded.  

12
Profilograph
13
Profiling Devices
  • Straight Edges
  • Low Speed Systems
  • Inertial Reference Systems
  • Can determine
  • Transverse Profile
  • Longitude Profile
  • Pavement Texture

14
Ames Engineering LISA
15
Laser RSTRoad Roughness Measurement
16
Rut Depth
  • Uses many of the Standard Road Profilers
  • Uses transducers to measure differences in
    elevation between wheel paths and center of road

17
Rut Depth
18
Distress Surveys
  • Automatic and Continous
  • High Speed Digital Images
  • Used At Speeds Up to 60 MPG

19
DynatestVideo Distress Vehicle
20
Structural Evaluation
  • Falling Weight Deflectometers
  • Dynaflect Dynamic Force Generator
  • Benkleman Beam-Deflection Basin
  • Ground Penetrating Radar

21
Structural TestFalling Weight Deflectometer
22
DynaflectDynamic Deflection System
23
Benkleman BeamGround Deflection
24
RoadscanGround Penetrating Radar
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