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www'arrb'com'auAdvancing safety and efficiency in transport through knowledge

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Usually manifested as a small dip or bump across pavement ... When placing asphalt be wary of the supply truck bumping the paver ... – PowerPoint PPT presentation

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Title: www'arrb'com'auAdvancing safety and efficiency in transport through knowledge


1
Ride Quality Specifications - Smoothing Out
Pavements
  • Richard Wix

2
Outcomes of Presentation
  • What is ride quality and how does it relate to
    road roughness?
  • How is ride quality measured?
  • How can a basic understanding of IRI lead to a
    road with a smoother ride?

3
Why is Ride Quality of Importance?
  • Reduces dynamic loading
  • Increases life expectancy
  • Decreases road user costs
  • Increases user satisfaction
  • SRAs implementing Ride Quality testing for rehab
    and new construction

4
What is Ride Quality?
  • the level of ride comfort experienced by the
    occupants of a vehicle as it traverses the
    pavement
  • dependent on vertical acceleration experienced by
    occupants
  • acceleration attributable to roughness

5
What is Roughness?
  • a condition parameter which characterises
    deviations from the intended longitudinal profile
    of a road surface with characteristic dimensions
    that affect vehicle dynamics... ride quality and
    dynamic pavement loading (Austroads 2001)
  • a lack of smoothness

6
Roughness Measurement in Australia
  • In 1970s ARRB in conjunction with SRAs developed
    the NAASRA roughness meter
  • Response Type Road Roughness Measurement System
    (RTRRMS)
  • Must be calibrated

7
Inertial Laser Profiler
  • Introduced in Australia in the late 1980s to
    calibrate NAASRA meter
  • Measurements are independent of vehicle dynamics
  • Combines the outputs from a laser and
    accelerometer to give profile

8
IRI - What is it?
  • Outcome of the World Bank initiated IRRE in
    Brazil in 1982
  • Quarter car model (mathematical filter)
  • High correlation to vertical passenger
    acceleration at 80 km/h

9
Roughness is ?
Defects
.and everything in between
Dips
10
IRI Gain Response
2.4 m
15.4 m
11
Things to Keep in Mind When Smoothing out
Pavements
  • Steps and construction joints
  • Dips, humps and bumps
  • Keeping it (the road surface) clean
  • Site location and delineation
  • Providing sufficient lead-in and lead-out

12
Steps
  • a change in height that occurs at a discrete
    point in the pavement (Austroads 2002)
  • short duration defect
  • often occur at a bridge abutment or termination
    of overlay

h
h step height
13
Effect of Step Height on IRI
14
Construction Joints
Usually manifested as a small dip or bump across
pavement
15
Avoiding Steps and Construction Joints
  • Utilise a continuous paving technique to avoid
    any discontinuity
  • When placing asphalt be wary of the supply truck
    bumping the paver

16
Dips, Humps Bumps
  • Long wavelength defect
  • Built into underlying layers
  • Minimal improvement in ride quality if thin
    surfacing applied
  • Shape correction must be used to cater for longer
    wavelength

17
Dips, Humps and Bumps
  • 20 metre wave length
  • 10 mm amplitude
  • No surface defects
  • IRI 2.34 m/km

18
Keeping the Road Surface Clean
  • Surface contaminants can have a significant
    effect on ride
  • Measuring device unable to differentiate dirt
    from pavement
  • Sweep surface remove loose gravel, dirt and
    clay
  • One of the easier things to do

19
Site Location Delineation
  • Clearly identify start and end points using
    physical markers
  • Meet the testing authority on site
  • Utilise guides eg bollards to assist in tracking
    if unsealed or no line marking

20
Lead-in
  • Must be of sufficient length to reach operating
    speed commence acquisition
  • Sufficiently long to avoid sharp acceleration
  • Minimum 20 metres, ideal 50 metres
  • Free of any defects (flow on effect)

21
Flow on Effect
22
If the surface is too rough.
  • Correction will be required otherwise penalties
    may apply
  • Identify offending section of pavement by
    analysing data at a smaller interval
  • (Avoid need for rework by testing prior to
    application of final surfacing)

23
Suitability of Measuring Equipment
  • If IRI is required use a laser profiler or
    Walking Profiler
  • Use an accredited supplier (this is stipulated by
    several SRAs)

24
Conclusions
  • Roughness (IRI) is a good measure of ride quality
  • Roughness is more than just potholes and
    corrugations
  • Penalties can be avoided if contractors are aware
    of factors affecting ride quality
  • (Provision of incentives)

25
Thank you
  • Questions???
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