U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000
Federal Highway Administration Research and Technology
Coordinating, Developing, and Delivering Highway Transportation Innovations
This report is an archived publication and may contain dated technical, contact, and link information |
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Publication Number: FHWA-HRT-08-056 Date: November 2008 |
PDF version (2.34 MB)
The Long-Term Pavement Performance (LTPP) program is a study of pavement performance at nearly 2,500 in-service pavement sections in the United States and Canada. LTPP's goal is to improve pavement performance and cost-effectiveness.
Toward accomplishing these objectives, LTPP is collecting data on in-service pavement sections over a 20-year period. The data collected at the test sections are stored in the LTPP Pavement Performance Database (PPDB). These data are being used and will continue to be used to achieve the goal and objectives of the LTPP program.
This manual describes operational procedures to be followed when measuring longitudinal pavement profiles for the LTPP program using the International Cybernetics Corporation (ICC) road profiler, Face Company Dipstick®, and the rod and level. This manual also describes procedures to be followed in the office when processing profile data that were collected in the field as well as guidelines for performing interregional comparison tests among the four LTPP profilers.
Gary L. Henderson
Director, Office of Infrastructure Research and Development
This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in this document. This report does not constitute a standard, specification, or regulation.
The U.S. Government does not endorse products or manufacturers. Trade or manufacturers' names appear in this report only because they are considered essential to the object of the document.
The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvements.
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6. Performing Organization Code |
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7. Author(s) |
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9. Performing Organization Name and Address Soil and Materials Engineers, Inc. Mactec Engineering and Consulting |
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12. Sponsoring Agency Name and Address Pavement Performance Division |
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14. Sponsoring Agency Code HRDI-13 |
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15. Supplementary Notes Contracting Officer's Technical Representative: Aramis Lopez, Jr. |
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16. Abstract This manual describes operational procedures for measuring longitudinal pavement profiles for the Long-Term Pavement Performance (LTPP) Program using the International Cybernetics Corporation (ICC) road profiler, Face Company Dipstick®, and the rod and level. It also contains procedures for measuring transverse profiles of the pavement using the Face Company Dipstick®. Procedures for calibration of equipment, data collection, record keeping, and maintenance of equipment for each of these profiling devices are described in this manual. This manual also describes procedures to be followed in the office when processing the profile data that were collected in the field as well as guidelines for performing inter-regional comparison tests among the LTPP profilers. |
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Form DOT F 1700.7 (8-72) Reproduction of completed pages authorized
CHAPTER 2. PROFILE MEASUREMENTS USING ICC PROFILER
CHAPTER 3. PROFILE MEASUREMENTS USING THE FACE DIPSTICK®
CHAPTER 4. PROFILE MEASUREMENTS USING THE ROD AND LEVEL
CHAPTER 5. PROCESSING OF PROFILE DATA IN THE OFFICE
CHAPTER 6. INTER-REGIONAL PROFILER COMPARISON TESTS
APPENDIX A. PROFILER PROBLEM REPORT FORM
APPENDIX B. PROFILE TROUBLE SHOOTING GUIDE
APPENDIX C. STANDARD FORMS FOR PROFILER OPERATIONS
APPENDIX D. STANDARD FORMS FOR DIPSTICK® MEASUREMENTS
APPENDIX E. PROCEDURE FOR DETERMINING DIPSTICK® FOOTPAD SPACING
APPENDIX F. DATA COLLECTION FORM FOR ROD AND LEVEL PROFILE MEASUREMENTS
APPENDIX G. FORMS FOR INTER-REGIONAL PROFILER COMPARISON TESTS
Figure 2. Photo. Laser on/off switch
Figure 3. Photo. Locations of horizontal and vertical photocells
Figure 4. Photo. Position and mounting of horizontal photocell
Figure 5. Photo. Position and mounting of vertical photocell
Figure 6. Photo. Keyboard, video, and mouse (KVM) switch
Figure 7. Photo. Power switch positions
Figure 8. Photo. Inverter switch
Figure 9. Photo. Switches on computer case
Figure 10. Photo. UPS on/off switch
Figure 11. Photo. Monitor on/off switch
Figure 12. Photo. Remote switch for inverter power
Figure 13. Screen shot. MDR main menu (1)
Figure 14. Screen shot. Options menu (1)
Figure 15. Screen shot. ICC system parameters screen
Figure 16. Screen shot. Calibration menu (1)
Figure 17. Screen shot. Sensor calibration menu (1)
Figure 18. Screen shot. Sensor configurations
Figure 19. Screen shot. Sensor spacing submenu
Figure 20. Screen shot. Key rut positions screen
Figure 21. Screen shot. Rutting order screen
Figure 22. Screen shot. Sensor spacing screen
Figure 23. Screen shot. Sensor serial number screen
Figure 24. Screen shot. Run menu (1)
Figure 25. Screen shot. Run options menu (1)
Figure 26. Screen shot. IRI options screen (1)
Figure 27. Screen shot. ProQual system menu
Figure 28. Screen shot. Equipment screen in ProQual
Figure 29. Screen shot. Analysis parameter screen in ProQual
Figure 30. Screen shot. Sensor calibration menu (2)
Figure 31. Screen shot. Calibration check screen (1)
Figure 32. Photo. Laser dot centered on base plate (1)
Figure 33. Photo. Calibration surface plate on top of base plate (1)
Figure 34. Screen shot. Readings taken on base plate (1)
Figure 35. Photo. Block on top of base plate with calibration plate on top of block (1)
Figure 36. Screen shot. Readings being taken on 25-mm blocks (1)
Figure 37. Screen shot. Reading taken on base plate for single block test
Figure 38. Screen shot. Readings being taken on 25-mm block-single block test
Figure 39. Screen shot. Accelerometer calibration menu (1)
Figure 40. Screen shot. Accelerometer calibration screen (1)
Figure 41. Screen shot. MDR main menu (2)
Figure 42. Screen shot. Run menu (2)
Figure 43. Screen shot. IRI options screen (2)
Figure 44. Screen shot. Run options screen
Figure 45. Screen shot. Run screen of MDR program (1)
Figure 46. Screen shot. Adjusting scale of graph in WinGraph
Figure 47. Screen shot. Output from combined bounce test
Figure 48. Screen shot. WinGraph screen after static test has been terminated
Figure 49. Screen shot. WinGraph screen after dynamic bounce test has been terminated
Figure 50. Screen shot. MDR main menu (3)
Figure 51. Screen shot. WinGraph program running in system 1
Figure 52. Screen shot. Options menu (2)
Figure 53. Screen shot. ICC systems parameters screen
Figure 54. Screen shot. Run menu (3)
Figure 55. Screen shot. Run options menu (2)
Figure 56. Screen shot. IRI options screen (3)
Figure 57. Screen shot. Header file list
Figure 58. Screen shot. LTPP parameters screen
Figure 59. Screen shot. Run menu (4)
Figure 60. Screen shot. Run screen of MDR program (2)
Figure 61. Screen shot. End of run note screen
Figure 62. Screen shot. Site files in ProQual
Figure 63. Illustration. Layout of WIM site
Figure 64. Screen shot. Calibration menu (2)
Figure 65. Screen shot. Distance calibration screen
Figure 66. Screen shot. Calibration screen after obtaining six runs
Figure 67. Screen shot. Calibration menu (3)
Figure 68. Screen shot. Accelerometer calibration menu (2)
Figure 69. Screen shot. Accelerometer calibration screen (2)
Figure 70. Photo. Support blocks
Figure 71. Photo. Profiler on top of support blocks
Figure 72. Photo. Laser dot centered on base plate (2)
Figure 73. Photo. Calibration surface plate on top of base plate (2)
Figure 74. Screen shot. Sensor calibration menu (3)
Figure 75. Screen shot. Calibration check screen (2)
Figure 76. Screen shot. Readings taken on base plate (2)
Figure 77. Photo. Block on top of base plate with calibration plate on top of block (2)
Figure 78. Screen shot. Readings being taken on 25-mm blocks (2)
Figure 79. Screen shot. Readings taken on base plate (base plate below sensor #1)
Figure 80. Screen shot. Readings taken with 25-mm block below sensor #1
Figure 81. Photo. Accelerometer test tool
Figure 82. Screen shot. Equipment table in ProQual
Figure 83. Photo. Section starting stripe and bump target placed on the pavement
Figure 84. Photo. Placement of vertical photocell target in relation to section starting location
Figure 85. Screen shot. Photocell target parameters for determining horizontal photocell offset
Figure 86. Screen shot. Photocell target parameters for determining vertical photocell offset
Figure 87. Screen shot. WinReport program menus
Figure 88. Screen shot. Parameters set in the advanced options tab
Figure 89. Screen shot. File selection window in WinReport program
Figure 90. Screen shot. Text format profile data displayed in WordPad window
Figure 91. Screen shot. Profile data displayed in WordPad window-horizontal photocell test
Figure 92. Screen shot. Profile data displayed in WordPad window-vertical photocell test
Figure 94. Graph. Spike in profile data (profile data for run 4 has been offset for clarity)
Figure 95. Graph. Data collected with a correctly calibrated and a miscalibrated DMI
Figure 96. Graph. Example of early profile start
Figure 97. Graph. Differences in profile due to rehabilitation of section
Figure 98. Graph. Differences in profile due to maintenance within section
Figure 99. Illustration. Test section layout
Figure 100. Illustration. Location of back footpad of Dipstick® at start of the section
Table 1. Allowable closure errors for transverse Dipstick® measurements
Table 2. Resolution requirement for rod and level measurements
Table 3. Suggested format of RSC office log
AC | Asphalt Concrete |
ACF | Accelerometer Calibration Factor |
AIMS | Ancillary Information Management System |
DCF | Distance Calibration Factor |
DMI | Distance Measuring Instrument |
FHWA | Federal Highway Administration |
GPS | General Pavement Studies |
ICC | International Cybernetics Corporation |
IRI | International Roughness Index |
LTPP | Long Term Pavement Performance |
PCC | Portland Cement Concrete |
PPDB | Pavement Performance Database |
RSC | Regional Support Contractor |
SHRP | Strategic Highway Research Program |
SMP | Seasonal Monitoring Program |
SPS | Specific Pavement Studies |
TSSC | Technical Support Services Contractor |
WIM | Weigh-in-Motion |
UPS | Uninterruptible Power Supply |
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