Automatic Pavement Cracking Distress Measurement System

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Automatic Pavement Cracking Distress Measurement System Bugao Xu and Yaxiong Huang University of Texas at Austin [email protected] (512) 471-7226 December 2004

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Automatic Pavement Cracking Distress Measurement System. Bugao Xu and Yaxiong Huang University of Texas at Austin [email protected] (512) 471-7226 December 2004. Automated Pavement Distress Measurement Vehicle. Digital Line Scan Camera. System Specifications. - PowerPoint PPT Presentation

Transcript of Automatic Pavement Cracking Distress Measurement System

Page 1: Automatic Pavement Cracking Distress Measurement System

Automatic Pavement Cracking Distress Measurement System

Bugao Xu and Yaxiong HuangUniversity of Texas at Austin

[email protected]

(512) 471-7226

December 2004

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Automated Pavement Distress Measurement Vehicle

Digital Line Scan Camera

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System Specifications

• One linescan camera: 2k pixel, 37k scan/sec• One frame grabber: 4 taps, 40MB each• GSP: position and speed• LED or halogen linear lighting device (patent

pending)• Imaging Resolution: min 1.786 mm per pixel • Image capturing and processing: Real-time• Network support

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System Capabilities

• Real-time inspection• Distance coverage: 100%• Lane coverage: Up to 12 feet (3.65 m)• Vehicle speed: 3-70 mile/hour (5 to 112 km/hour)• Pavement type :flexible and rigid pavements• Weather tolerance: cloudy or sunny• Night operation: same as in daytime

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System Output

• Format: PMIS and ASSHTO protocols• Summary data: at a given interval • Crack map: continuous• Snapshot: at an interval• AVI images: saved up to one km• Compressed images: continuous

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System Performance

• Repeatable over multiple runs: R2>0.8, CV 5.0~14%

• Repeatable over testing speeds• Repeatable under different cloud conditions• Reproducible (vehicle to vehicle)• Output data directly up-loadable input PMIS• Measurements correlate well with manual ratings

for flexible pavements

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System Benefits

• Safety (removing raters for roadway)• Low cost compared to visual rating• High data Quality • Multiple data types with one pass of vehicle• Easy data management

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Continuous Crack Maps (40ft)

Unsealed Crack Sealed Crack

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Asphalt PavementCorrelation of Multiple Scans

Longitudinal Crack on SL360 R1 432 to 436.

R2 = 0.9519

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Multiple ScansLongitudinal Cracks on SL360 R1 432 to 436

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Transverse Cracks on SL360 R1 432 to 436

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Weather Conditions

Transverse Cracks on SL360 R1 432 to 436

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Count\Station

Longitudinal Crack on SL360 R1 432 to 436

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May 8 (heavily cloudy)

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Feet\Station

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Vehicle Speeds

Transverse Cracks on SL360 R1 432 to 436

Count\Station

Longitudinal Crack on SL360 R1 432 to 432+0.5

Feet\Station

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Long Distance Data (24 miles)

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Concrete PavementTransverse (Vehicles 1 and 2)

020406080

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0.1 Mile Segments

Tran

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Concrete Pavement Transverse Cracks

Vehicle V1 V2

R1-R2 0.884 0.963

R1-R3 0.960 0.964

R2-R3 0.908 0.966

ScanScan

Correlations of Different Runs Correlations of Different Runs (Transverse)(Transverse)

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Concrete Pavement Transverse Cracks (V1 and V2)

R1 0.970

R2 0.897

R3 0.936

Correlations

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Concrete Pavement AASHTO Left Wheel Path (V1)

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Concrete Pavement AASHTO RWP (V1)

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Concrete Pavement AASHTO Between Wheel Path (V1)

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R1

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Concrete Pavement AASHTO Outside Wheel Path (V1)

0102030405060

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R1

R2

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Concrete Pavement AASHTO Correlations (V1)

LWP RWP BWP OWPR1-R2 0.9564 0.9071 0.9390 0.9701

R1-R3 0.9459 0.8324 0.9189 0.9427

R2-R3 0.9215 0.8263 0.9201 0.9293

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Asphalt: Longitudinal Crack(2)

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Asphalt: Longitudinal Crack (4)

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Asphalt: Transverse Crack (1)

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Asphalt: Transverse Crack (2)

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Asphalt: Alligator Crack (2)

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Asphalt: Alligator Crack (4)

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Asphalt: Sealed Crack (2)

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Asphalt: Sealed Crack (3)

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Asphalt: Raveled Pavement

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Asphalt: Patched Pavement

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Asphalt: Dark Image (1)

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Asphalt: Dark Image (2)

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Asphalt: Bright & Fuzzy Image (1)

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Asphalt: Bright & Fuzzy Image (2)

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Concrete: No tinning (3)

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Concrete: No tinning (4)

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Concrete: No tinning (10)

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Concrete: No tinning (11)

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Concrete: Wide tinning (1)

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Concrete: Wide tinning (2)

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Concrete: Spalled (1)

Spalled crack