National Academies Press: OpenBook

Bonded Concrete Overlays on Asphalt Pavements: Resources for Evaluation (2022)

Chapter: Appendix F: Visual Distress Survey Results

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Page 266
Suggested Citation:"Appendix F: Visual Distress Survey Results." National Academies of Sciences, Engineering, and Medicine. 2022. Bonded Concrete Overlays on Asphalt Pavements: Resources for Evaluation. Washington, DC: The National Academies Press. doi: 10.17226/26759.
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Suggested Citation:"Appendix F: Visual Distress Survey Results." National Academies of Sciences, Engineering, and Medicine. 2022. Bonded Concrete Overlays on Asphalt Pavements: Resources for Evaluation. Washington, DC: The National Academies Press. doi: 10.17226/26759.
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Suggested Citation:"Appendix F: Visual Distress Survey Results." National Academies of Sciences, Engineering, and Medicine. 2022. Bonded Concrete Overlays on Asphalt Pavements: Resources for Evaluation. Washington, DC: The National Academies Press. doi: 10.17226/26759.
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Page 269
Suggested Citation:"Appendix F: Visual Distress Survey Results." National Academies of Sciences, Engineering, and Medicine. 2022. Bonded Concrete Overlays on Asphalt Pavements: Resources for Evaluation. Washington, DC: The National Academies Press. doi: 10.17226/26759.
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Page 269

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266 APPENDIX F: VISUAL DISTRESS SURVEY RESULTS

267 Table F-1. Visual distress survey results. Project ID Slab Size (ftxft) Segment Total Slabs Corner Breaks (count) Long. Cracks Unsealed (ft) Long. Cracks Sealed (ft) Trans. Cracks (# joints) CO I-70 6x6 Good 180 0 0 0 0 Fair 180 0 0 0 0 Poor 180 0 8 0 2 CO SR-83A 6x6 Good 178 0 4 0 0 Fair 180 0 0 0 3 Poor 178 0 12 0 3 CO SR-83B 6x6 Good 172 1 6 0 0 Fair 166 1 0 0 0 Poor 174 1 4 0 1 CO SR-121A 6x6 Good 174 0 7 0 0 Fair 176 0 16 0 0 Poor 178 0 55 0 0 CO SR-121B 6x6 Good 176 0 0 0 7 Fair 178 0 0 0 0 Poor 178 0 16 0 3 CO US-6 12x12 Good 47 0 0 0 0 Fair 48 0 33 22 0 Poor 47 0 47 191 4 IA US-71 6x6 Good 174 0 61 0 0 Fair 174 0 10 0 0 Poor 176 0 95 0 0 IL CH-27 5.5x5.5 Good 192 0 0 0 0 Fair 192 0 0 0 0 Poor 194 2 56 0 0 IL SR-53 4x4 Good 396 0 43 0 1 Fair 396 10 37 0 37 Poor 396 11 165 0 46 KS I-70 6x6 Good 176 0 0 0 0 Fair 192 0 0 0 0 Poor 176 0 8 0 0 LA US-167 4x4 Good 326 0 29 0 3 Fair 265 2 20 0 2 Poor 266 1 43 0 0 LA US-425 4x4 Good 405 0 1 0 0 Fair 321 0 0 0 1 Poor 396 1 45 0 11 MN CSAH-22 6x6 Good 172 0 0 0 0 Fair 176 0 0 0 1 Poor 174 0 7 0 0 MN CSAH-7 6x6 var Good 178 0 18 0 0 Fair 180 0 31 0 0 Poor 174 1 115 0 0 MN I-35 6x6 Good 176 0 0 0 4 Fair 0 0 0 0 0 Poor 176 0 0 0 0 MN TH-30 12x12 Good 45 0 3 0 0 Fair 42 0 44 0 0 Poor 45 0 204 0 7 MO US-60 4x4 Good 396 2 8 0 1 Fair 393 7 70 0 12 Poor 402 35 60 0 4 MT SR-16 4x4 Good 396 2 8 0 0 Fair 399 0 6 0 0 Poor 405 0 8 0 0 PA SR-119 6x6 Good 152 0 47 0 0 Fair 154 0 15 0 0 Poor 174 0 62 0 0

268 Table F-2. Visual distress survey results (continued). Project ID Slab Size (ftxft) Segment Total Slabs Trans. Joint Seal Damage (# joints) Long. Joint Seal Damage (ft) Long. Joint Spalling (ft) Trans. Joint Spalling (ft) CO I-70 6x6 Good 180 181 4 0 1 Fair 180 182 494 2 0 Poor 180 179 546 1 0 CO SR-83A 6x6 Good 178 180 1,011 23 1 Fair 180 181 386 2 2 Poor 178 181 725 1 4 CO SR-83B 6x6 Good 172 173 818 6 8 Fair 166 168 538 1 5 Poor 174 175 1,035 16 23 CO SR-121A 6x6 Good 174 166 27 1 0 Fair 176 175 50 0 0 Poor 178 178 78 0 0 CO SR-121B 6x6 Good 176 178 676 0 2 Fair 178 173 858 0 2 Poor 178 180 1,009 1 1 CO US-6 12x12 Good 47 48 73 0 13 Fair 48 49 237 0 2 Poor 47 48 39 0 3 IA US-71 6x6 Good 174 0 0 2 0 Fair 174 0 0 1 2 Poor 176 0 0 7 0 IL CH-27 5.5x5.5 Good 192 0 0 1 0 Fair 192 0 0 2 0 Poor 194 0 0 52 2 IL SR-53 4x4 Good 396 0 0 17 1 Fair 396 0 0 10 0 Poor 396 0 0 52 6 KS I-70 6x6 Good 176 0 0 0 0 Fair 192 0 0 2 1 Poor 176 0 0 0 0 LA US-167 4x4 Good 326 0 0 49 11 Fair 265 0 0 45 20 Poor 266 0 0 34 7 LA US-425 4x4 Good 405 0 0 1 3 Fair 321 0 0 1 1 Poor 396 0 0 0 0 MN CSAH-22 6x6 Good 172 173 1,058 0 1 Fair 176 176 684 0 0 Poor 174 177 1,060 1 1 MN CSAH-7 6x6 var Good 178 0 0 21 1 Fair 180 0 0 1 0 Poor 174 0 0 9 3 MN I-35 6x6 Good 176 178 162 5 4 Fair 0 0 0 0 0 Poor 176 178 560 1 0 MN TH-30 12x12 Good 45 45 0 13 226 Fair 42 43 0 3 10 Poor 45 45 0 16 88 MO US-60 4x4 Good 396 0 0 9 1 Fair 393 0 0 17 6 Poor 402 0 0 33 0 MT SR-16 4x4 Good 396 0 0 4 0 Fair 399 0 0 4 0 Poor 405 0 0 1 0 PA SR-119 6x6 Good 152 0 0 0 0 Fair 154 0 0 0 0 Poor 174 0 0 0 3

269 Table F-3. Visual distress survey results. Project ID Slab Size (ftxft) Segment Total Slabs Map Cracking (ft2) Scaling (ft2) Polished Aggregate (ft2) Asphalt Patch (ft2) Concrete Patch (ft2) CO I-70 6x6 Good 180 120 0 0 0 0 Fair 180 1,976 0 0 0 0 Poor 180 3,777 3 23 0 0 CO SR-83A 6x6 Good 178 4,232 0 2,116 0 0 Fair 180 4,194 12 2,102 0 94 Poor 178 4,240 0 2,144 0 0 CO SR-83B 6x6 Good 172 6,312 0 0 0 0 Fair 166 6,336 0 0 0 0 Poor 174 6,384 0 0 0 72 CO SR-121A 6x6 Good 174 0 0 0 0 0 Fair 176 0 0 0 0 0 Poor 178 0 0 0 0 0 CO SR-121B 6x6 Good 176 4,224 0 2,112 0 0 Fair 178 0 2,121 4,224 0 0 Poor 178 839 0 6,049 0 0 CO US-6 12x12 Good 47 0 0 0 0 0 Fair 48 0 0 0 0 0 Poor 47 0 0 0 0 5 IA US-71 6x6 Good 174 0 0 0 0 0 Fair 174 0 0 0 0 0 Poor 176 0 0 0 0 0 IL CH-27 5.5x5.5 Good 192 0 0 0 0 0 Fair 192 0 0 0 0 0 Poor 194 0 2 0 0 0 IL SR-53 4x4 Good 396 1,908 0 0 0 0 Fair 396 0 0 0 7 0 Poor 396 0 0 0 126 0 KS I-70 6x6 Good 176 0 0 0 0 0 Fair 192 0 0 0 0 0 Poor 176 0 0 0 0 21 LA US-167 4x4 Good 326 921 0 0 1,894 0 Fair 265 32 0 0 2 890 Poor 266 3,371 2 0 0 756 LA US-425 4x4 Good 405 46 0 0 0 0 Fair 321 525 0 5 0 0 Poor 396 78 0 0 10 0 MN CSAH-22 6x6 Good 172 0 0 0 0 0 Fair 176 1,525 0 0 0 0 Poor 174 130 0 0 0 0 MN CSAH-7 6x6 var Good 178 0 0 0 0 0 Fair 180 0 0 0 0 146 Poor 174 0 0 0 0 0 MN I-35 6x6 Good 176 0 0 0 0 0 Fair 0 0 0 0 0 0 Poor 176 0 0 0 0 0 MN TH-30 12x12 Good 45 0 0 0 0 298 Fair 42 5 0 0 0 2,633 Poor 45 0 0 0 0 68 MO US-60 4x4 Good 396 209 1 0 2 0 Fair 393 348 0 0 84 31 Poor 402 0 0 0 0 0 MT SR-16 4x4 Good 396 0 0 0 0 0 Fair 399 0 0 0 0 48 Poor 405 0 0 0 0 24 PA SR-119 6x6 Good 152 0 0 0 0 0 Fair 154 0 0 0 0 209 Poor 174 194 0 0 0 0

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The TRB National Cooperative Highway Research Program's NCHRP Web-Only Document 329: Bonded Concrete Overlays on Asphalt Pavements: Resources for Evaluation provides Appendices A through G of the contractor’s final report, which detail survey responses from transportation agencies on bonded concrete overlays on asphalt pavements as well as agency plans and projects.

The document is supplemental to NCHRP Research Report 1007: Evaluation of Bonded Concrete Overlays on Asphalt Pavements.

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