Title: Results of Oversampling Roughness Data on the Kansas Highway System
1Results of Over-sampling Roughness Data on the
Kansas Highway System
- Road Profilers Users Group
- (RPUG)
- October 23, 2001
2Over-sampled Data
- What is over-sampling?
- Multiple samples from same highway segment.
- Blind, statistically significant portion.
- Why is it useful?
- Estimates system error / repeatability
- Answers the question The IRI is 96 in/mile, with
a 95 confidence interval of X.
3KDOTs Over Sampling System
- Initiated in the 1997 Road Condition Survey
- Technicians were told to leave data collection
system on at all times, even when backtracking. - Resulted in
- No substantial time penalty in collecting data
- gt10 for all years since 1997
4Kansas Over-sampled IRI Data 2001
5Show years and number of miles of redundant data.
6Distribution of 2001 IRI Data
7Not Calibration Data!!!
- Calibration tests equipment - NOT SYSTEM
VARIABILITY - Controlled test on same portion of roadway
- Correlated results (not blind)
- For KDOT, calibration is performed weekly
- Typical years Calibration Results
- lt 3 For all weeks
8Normalizing the Data
- All data is scaled to a mean of 100 IRI
- Example
- Sampled Data
- D1 40 in/mile D2 60 in/mile Average(D)
50 in/mile - Normalized Data
- D1 80 in/mile D2 120
in/mile Average(D) 100 in/mile
9Estimating Standard Deviation
- Estimating s for a small sample n, spop
saverage/d2 - Combing estimates of s
- Estimating the error in s
10Redundant Data Scatter Plot - 1997
11Summary Statistics for All Years
12Normal Distribution
68
95
s
s
2s
2s
Mean
13Summary Statistics
14Mean IRI Quartile Analysis
15Analysis by Vehicle
16Analysis by Pavement Type
17Analysis by Direction
18Analysis by Distress State
19Sources of Variation Checked
- Sources
- Equipment
- Direction
- Pavement Type
- Other types of distress
- Level of roughness
- Year
- Effect or Correlation
- Some, depends on year
- Some, depends on year
- Some, 2000 2001
- Some, depends on year
- Scales with mean IRI
- Decreasing over 5 years
20Error/Variability Sources or Why so much error?
- Equipment
- Variation in the roadway / wheelpath
- Lateral variation such as rutting and cracking
- Methods of calculation
- ! Consistent within the equipment
- Roadway changes
- Curling / dedris / etc.
- Other ?????
21Inferences for one sample of IRI
68
95
72
88
64
96
80
IRI in inches per mile
22Questions for one IRI Sample
- Is 9-14 standard deviation ..
- sufficient for network management, allocation of
funds. - Most likely YES
- sufficient to support project portfolio
selection? - ????????
- sufficient for new construction acceptance?
- Probably NOT
23Conclusions
- IRI is functional, but not all that precise
- Variation in a single sample is 11
- Systematic over-sampling is only method for
determining system variability - Is it time to break from the old methods
- Spectrum analysis
- Robust error checking
- Full road scanning