Comprehensive Truck Size and Weight Limits Study: Pavement Comparative Analysis Technical Report
Appendix K: Compilation of Base Case Pavement Analysis Tables
The following tables present a tabulation of the number of years (service life) until predicted distress levels reach a specified trigger value at the mean predicted distress values. Note that the individual pavement sections considered in the 2014 CTSW study analysis, presented here and in Appendices L, M, and N, cover a range of pavement types and design details, climates, traffic levels, axle loads, and other key factors. Since a small number of sections were used in each climate zone and traffic range, the results cannot be used to assess the relative effects of climate or traffic level. Together, the range of sections produces a plausible assessment of the relative effects of each scenario within the parameters and assumptions of the analysis.
Geographic Location #1 Base Case Flexible Sections | ||||
---|---|---|---|---|
Rehab Trigger Time (Years) at Predicted Mean Values | Geographic Location #1 Base Case Flexible Sections | |||
HV Int, 11338 ADTT | MV Int, 7206 ADTT | LV Artl, 782 ADTT | ||
IRI @ | 160 | 35.527 | 34.250 | 37.197 |
Rutting | 0.4 | 31.983 | 26.068 | > 50 |
Fatigue Crk @ | 7.5% | > 50 | 30.853 | > 50 |
Geographic Location #1 Base Case Rigid Sections | ||||
Rehab Trigger Time (Years) at Predicted Mean Values | Geographic Location #1 Base Case Rigid Sections | |||
HV Int, 11338 ADTT | MV Int, 7206 ADTT | LV Artl, 782 ADTT | ||
IRI @ | 160 | 21.987 | 22.657 | 40.529 |
Faulting @ | 0.15 | 26.440 | 28.553 | > 50 |
Transv Crk @ | 7.5% | > 50 | > 50 | > 50 |
Geographic Location #2 Base Case Flexible Sections | ||||
Rehab Trigger Time (Years) at Predicted Mean Values | Geographic Location #2 Base Case Flexible Sections | |||
HV Int, 13562 ADTT | MV Int, 7419 ADTT | LV Artl, 895 ADTT | ||
IRI @ | 160 | 15.454 | 15.170 | 15.755 |
Rutting | 0.4 | 6.069 | 4.164 | 16.158 |
Fatigue Crk @ | 7.5% | 41.705 | 7.107 | 14.226 |
Geographic Location #2 Base Case Rigid Sections | ||||
Rehab Trigger Time (Years) at Predicted Mean Values | Geographic Location #2 Base Case Rigid Sections | |||
HV Int, 13562 ADTT | MV Int, 7419 ADTT | LV Artl, 895 ADTT | ||
IRI @ | 160 | 46.357 | 29.317 | 31.897 |
Faulting @ | 0.15 | 44.103 | 27.487 | 31.452 |
Transv Crk @ | 7.5% | > 50 | > 50 | 35.532 |
Geographic Location #3 Base Case Flexible Sections | ||||
Rehab Trigger Time (Years) at Predicted Mean Values | Geographic Location #3 Base Case Flexible Sections | |||
HV Int, 9824 ADTT | MV Int, 3838 ADTT | LV Artl, 481 ADTT | ||
IRI @ | 160 | 37.223 | 38.277 | 41.734 |
Rutting | 0.4 | 15.947 | 25.212 | > 50 |
Fatigue Crk @ | 7.5% | > 50 | > 50 | > 50 |
Geographic Location #3 Base Case Rigid Sections | ||||
Rehab Trigger Time (Years) at Predicted Mean Values | Geographic Location #3 Base Case Rigid Sections | |||
HV Int, 9824 ADTT | MV Int, 3838 ADTT | LV Artl, 481 ADTT | ||
IRI @ | 160 | 25.226 | 33.499 | > 50 |
Faulting @ | 0.15 | 27.560 | 43.875 | > 50 |
Transv Crk @ | 7.5% | > 50 | > 50 | > 50 |
Geographic Location #4 Base Case Flexible Sections | ||||
Rehab Trigger Time (Years) at Predicted Mean Values | Geographic Location #4 Base Case Flexible Sections | |||
HV Int, 9159 ADTT | MV Int, 7489 ADTT | LV Artl, 1391 ADTT | ||
IRI @ | 160 | 38.835 | 35.915 | 36.973 |
Rutting | 0.4 | 8.173 | 5.059 | 24.243 |
Fatigue Crk @ | 7.5% | 39.164 | 13.544 | 21.768 |
Geographic Location #4 Base Case Rigid Sections | ||||
Rehab Trigger Time (Years) at Predicted Mean Values | Geographic Location #4 Base Case Rigid Sections | |||
HV Int, 9159 ADTT | MV Int, 7489 ADTT | LV Artl, 1391 ADTT | ||
IRI @ | 160 | > 50 | > 50 | > 50 |
Faulting @ | 0.15 | > 50 | > 50 | > 50 |
Transv Crk @ | 7.5% | > 50 | > 50 | 19.686 |