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Mobile Mapping Validation Allen Nobles, PLS Nobles Consulting Group Tallahassee, Florida 2009 Spar Conference Denver, Colorado Mobile Mapping Validation  David J. Ward Business Development Director Terrapoint USA
Test Project ,[object Object],[object Object],[object Object],2009 Spar Conference Denver, Colorado Mobile Mapping Validation
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],2009 Spar Conference Denver, Colorado Mobile Mapping Validation
[object Object],2009 Spar Conference Denver, Colorado Mobile Mapping Validation
TITAN Elevator is operated from inside the vehicle TITAN in Production 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
2009 Spar Conference Denver, Colorado Mobile Mapping Validation
2009 Spar Conference Denver, Colorado Mobile Mapping Validation
2009 Spar Conference Denver, Colorado Mobile Mapping Validation
Lidar and Linescan  Fusion 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
Project Parameters ,[object Object],[object Object],[object Object],[object Object],[object Object],2009 Spar Conference Denver, Colorado Mobile Mapping Validation
Project Site Tallahassee, Florida 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
Gaines Street, Tallahassee, Florida  2009 Spar Conference Denver, Colorado Mobile Mapping Validation
Titan Lidar Processing ,[object Object],[object Object],[object Object],[object Object],[object Object],2009 Spar Conference Denver, Colorado Mobile Mapping Validation
Titan QC Process ,[object Object],[object Object],[object Object],[object Object],[object Object],2009 Spar Conference Denver, Colorado Mobile Mapping Validation
Titan  Survey Check Data ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],2009 Spar Conference Denver, Colorado Mobile Mapping Validation
Intensity Image to Check Alignment of Striping 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
Vertical Check Between Drivelines Match  to 1-2 cm 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
Mobile Mapping Validation 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
2009 Spar Conference Denver, Colorado Mobile Mapping Validation  We chose to test the system on a real  project. The test project was a completed and approved survey for FDOT  using their standard survey practices. A full DTM was provided to FDOT and check cross-sections were used to check the DTM data (QA/QC).
2009 Spar Conference Denver, Colorado Mobile Mapping Validation  The project area was later scanned with a HDS scanner.
Gaines Street, Tallahassee, Florida  2009 Spar Conference Denver, Colorado Mobile Mapping Validation
Gaines Street, Tallahassee, Florida  2009 Spar Conference Denver, Colorado Mobile Mapping Validation
Gaines Street, Tallahassee, Florida  2009 Spar Conference Denver, Colorado Mobile Mapping Validation
How do you test a mobile scanner? 2009 Spar Conference Denver, Colorado Mobile Mapping Validation  How good was the survey control? Is survey point data absolute?
How do you test a mobile scanner? 2009 Spar Conference Denver, Colorado Mobile Mapping Validation  Typical survey control results for these projects run from 1:40,000 to 1:60,000. Survey data is also adjusted over the total site to remove errors.
2009 Spar Conference Denver, Colorado Mobile Mapping Validation  Lowest Flight Altitude  360 feet Negative Scale  1”=60’ Spot Elevation Accuracy  +/- 0.05’ The project area was also surveyed using LAMP (Low Altitude Mapping Photography)
Control Survey Lamp Data Checks 2009 Spar Conference Denver, Colorado Mobile Mapping Validation  ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
2009 Spar Conference Denver, Colorado Mobile Mapping Validation  Who is checking who now?
How do you test a mobile scanner? 2009 Spar Conference Denver, Colorado Mobile Mapping Validation  ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Project was scanned using a Leica ScanStation. Each setup was adjusted into the existing ground control. Two Traverses (total length 7,177 feet) Avg. Hor. error = 0.08 feet (1:40,000) Avg. Vertical error  = 0.10 feet 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
2009 Spar Conference Denver, Colorado Mobile Mapping Validation  Cross-section Points
2009 Spar Conference Denver, Colorado Mobile Mapping Validation
2009 Spar Conference Denver, Colorado Mobile Mapping Validation
2009 Spar Conference Denver, Colorado Mobile Mapping Validation
2009 Spar Conference Denver, Colorado Mobile Mapping Validation
2009 Spar Conference Denver, Colorado Mobile Mapping Validation
2009 Spar Conference Denver, Colorado Mobile Mapping Validation
2009 Spar Conference Denver, Colorado Mobile Mapping Validation
Results from cross-data from ground survey vs. scanner data (search radius of 0.25 feet and a max. elevation tolerance of 0.10 feet). 2009 Spar Conference Denver, Colorado Mobile Mapping Validation  ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Results from the survey DTM vs. the HDS scanner data (search radius of 0.25 feet and a max. elevation tolerance of 0.10 feet). 2009 Spar Conference Denver, Colorado Mobile Mapping Validation  ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Checkpoint results using only shots within the pavement (search radius of 1.0 feet). 2009 Spar Conference Denver, Colorado Mobile Mapping Validation  ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Checkpoint results using only shots within the pavement (search radius of 0.25 feet). 2009 Spar Conference Denver, Colorado Mobile Mapping Validation  ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
2009 Spar Conference Denver, Colorado Mobile Mapping Validation
2009 Spar Conference Denver, Colorado Mobile Mapping Validation  HDS Scans  Titan Scans
2009 Spar Conference Denver, Colorado Mobile Mapping Validation Titan – HDS  Comparison Checkpoints for Horizontal Comparison
Titan – HDS Checkpoints for Horizontal Comparison  North Sums East Sums Point to Points Distance Sums Δ N -0.0223 0.0379 0.0167 -0.1168 0.0029 0.0134 0.0137 0.1216 -0.0168 0.0643 0.1452 -0.0435 -0.0259 -0.1587 Δ E -0.0023 0.0508 -0.0263 0.2692 0.0849 -0.0286 0.0902 0.1068 0.2463 0.0254 -0.1189 -0.0529 -0.1837 -0.0383 Point CK1 CK2 CK2 CK3 CK4 CK5 CK6 CK7 CK8 CK9 CK10 CK11 CK12 CK13 0.084 DEV-SQ 0.080 STD-DEV 0.204 DEV-SQ 0.125 STD-DEV Δ Distance 0.0224 0.0634 0.0312 0.2934 0.0849 0.0316 0.0912 0.1618 0.2469 0.0691 0.1877 0.0685 0.1855 0.1633 0.147  RMS 0.0852 STD-DEV 0.2934 MAX 0.0224 MIN
Comparisons TITAN to Static Scanning ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Questions?  Thank You. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation

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Mobile Test

  • 1. Mobile Mapping Validation Allen Nobles, PLS Nobles Consulting Group Tallahassee, Florida 2009 Spar Conference Denver, Colorado Mobile Mapping Validation David J. Ward Business Development Director Terrapoint USA
  • 2.
  • 3.
  • 4.
  • 5. TITAN Elevator is operated from inside the vehicle TITAN in Production 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 6. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 7. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 8. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 9. Lidar and Linescan Fusion 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 10.
  • 11. Project Site Tallahassee, Florida 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 12. Gaines Street, Tallahassee, Florida 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 13.
  • 14.
  • 15.
  • 16. Intensity Image to Check Alignment of Striping 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 17. Vertical Check Between Drivelines Match to 1-2 cm 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 18. Mobile Mapping Validation 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 19. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation We chose to test the system on a real project. The test project was a completed and approved survey for FDOT using their standard survey practices. A full DTM was provided to FDOT and check cross-sections were used to check the DTM data (QA/QC).
  • 20. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation The project area was later scanned with a HDS scanner.
  • 21. Gaines Street, Tallahassee, Florida 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 22. Gaines Street, Tallahassee, Florida 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 23. Gaines Street, Tallahassee, Florida 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 24. How do you test a mobile scanner? 2009 Spar Conference Denver, Colorado Mobile Mapping Validation How good was the survey control? Is survey point data absolute?
  • 25. How do you test a mobile scanner? 2009 Spar Conference Denver, Colorado Mobile Mapping Validation Typical survey control results for these projects run from 1:40,000 to 1:60,000. Survey data is also adjusted over the total site to remove errors.
  • 26. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation Lowest Flight Altitude 360 feet Negative Scale 1”=60’ Spot Elevation Accuracy +/- 0.05’ The project area was also surveyed using LAMP (Low Altitude Mapping Photography)
  • 27.
  • 28. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation Who is checking who now?
  • 29.
  • 30. Project was scanned using a Leica ScanStation. Each setup was adjusted into the existing ground control. Two Traverses (total length 7,177 feet) Avg. Hor. error = 0.08 feet (1:40,000) Avg. Vertical error = 0.10 feet 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 31. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation Cross-section Points
  • 32. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 33. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 34. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 35. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 36. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 37. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 38. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 39.
  • 40.
  • 41.
  • 42.
  • 43. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation
  • 44. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation HDS Scans Titan Scans
  • 45. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation Titan – HDS Comparison Checkpoints for Horizontal Comparison
  • 46. Titan – HDS Checkpoints for Horizontal Comparison North Sums East Sums Point to Points Distance Sums Δ N -0.0223 0.0379 0.0167 -0.1168 0.0029 0.0134 0.0137 0.1216 -0.0168 0.0643 0.1452 -0.0435 -0.0259 -0.1587 Δ E -0.0023 0.0508 -0.0263 0.2692 0.0849 -0.0286 0.0902 0.1068 0.2463 0.0254 -0.1189 -0.0529 -0.1837 -0.0383 Point CK1 CK2 CK2 CK3 CK4 CK5 CK6 CK7 CK8 CK9 CK10 CK11 CK12 CK13 0.084 DEV-SQ 0.080 STD-DEV 0.204 DEV-SQ 0.125 STD-DEV Δ Distance 0.0224 0.0634 0.0312 0.2934 0.0849 0.0316 0.0912 0.1618 0.2469 0.0691 0.1877 0.0685 0.1855 0.1633 0.147 RMS 0.0852 STD-DEV 0.2934 MAX 0.0224 MIN
  • 47.
  • 48. Questions? Thank You. 2009 Spar Conference Denver, Colorado Mobile Mapping Validation