Automated Fault Measurement (AFM) in ProVAL · (AFM) in ProVAL. Acknowledgement •FHWA – Bob...
Transcript of Automated Fault Measurement (AFM) in ProVAL · (AFM) in ProVAL. Acknowledgement •FHWA – Bob...
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ByGeorge Chang, Transtec Group Abdenour Nazef, FLDOTJames Watkins, MSDOTSteve Karamihas, UMich
Automated Fault Measurement(AFM)
in ProVAL
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Acknowledgement
• FHWA– Bob Orthmeyer
• MSDOT– James Watkins, Cindy Smith, Grady Aultman,
Alan Hatch, Alex Middleton, and Marta Charria
• FLDOT– Abdenour Nazef, Alex Mraz, and etc.
• U Michigan– Steve Karamihas
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What is ProVAL AFM
•Automated Fault Measurement based on profile data
• FHWA HPMS requires joint fault data• Implement revised AASHTO R36
“Standard Practice for Evaluating Faulting of Concrete Pavements”
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Challenges for AFM - Pavements
• Filled joints• Closed joints• Spalled joints• Curl/warp features• Cracks and other distresses/patches• Joint spacing patterns• Skewed joints•Grade
Courtesy of MSDOT
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Challenges for AFM - Profiles
•Repeatability/accuracy• Fault validation tests with physical
devices• Sampling intervals•Repeated profile runs•DMI drifts
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Revised AASHTO R36-04
•Grade Adjustment (physical devices)•Automated procedure (profiles)• Validation devices (automated
procedure)
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Physical Fault Devices
Courtesy of FLDOT
Georgia Fault Meter
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Adjustment for Grades
Joint
Fault Meter
L1
L2
L3
A = 7.5”B = 5.0”
2” 3”
Approach Slab
Departure Slab
Courtesy of MSDOT
ABLLLLF ×−+−= )32()32(
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Profile Requirements
•Repeatability and Accuracy requirements (AASHTO PP49)
• Fault validation with physical devices•No additional pre-filtering• Collect profiles at both wheel tracks•Max sampling intervals
– Basic level: 1.5” (38 mm)– Advanced level: 0.75” (19 mm)
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Candidate Field Validation Devices
MS DOT
B2=6”B1= 6”A=18”L1 L2 L3
Top View
Side View
Handle
Retractable wheel
Handle
Transducer
B = 12”
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Candidate Field Validation Devices
48”
0.24”
FL DOT
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ProVAL AFM
• Multiple profiles• Joint locations ID• Edit joint locations• Compute faults• Individual faults and segment summary
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Joint ID Methods
•Downward Spike (SMK, FLDOT)• Step (MSDOT)• Curled-Edge
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Downward Spike Detection
•Anti-smoothing filtering•Normalize the filtered profile (/RMS)•Detect profile spikes (-4.0)• Screen joint locations
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Step Detection
•Deduct profile elevations between consecutive data points
•Detect large step (0.08 in.)• Screen joint locations
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Curled-Edge Detection
•Bandpass filtering•Rolling straightedge simulation•Detect high RSE (0.12”) • Screen joint locations
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Joint ID Methods Selection
•Downward Spike Detection– Shorter sampling intervals– Downward spikes present
• Step Detection– Apparent faults present
• Curled-Edge Detection– Noticeable slab curling and warping
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Joint ID Methods Selection
•Downward Spike
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Joint ID Methods Selection
• Step
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Joint ID Methods Selection
• Curled-Edge
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Fault Computation
• Crop a profile segment• Separate profile slices• Least-square fits• Compute faults
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Profile Slices
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10.2
10.4
10.6
10.8
11
11.2
11.4
-60 -40 -20 0 20 40 60
Normalized Distance (in.)
Elevation (in.)
Profile Fitted Shape-Approach Fitted Shape-Leave
Fault Computation
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ProVAL AFM Inputs
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ProVAL AFM Joint ID
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ProVAL AFM Joint Faults
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ProVAL AFM Joint Faults
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ProVAL AFM Joint Faults Summary
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Save Lives with ProVAL AFM