Long-Term Field Performance of Warm Mix Asphalt Technologies (2017) / Chapter Skim
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66 Tables C1.1 (a) through (d)
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67 (continued on next page)
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68 (d) Dry No-Freeze Zone Project Mix Type Fracture Work Density IDT Strength Rutting Resistance Index Mean, kPa r Mean, kPa r Mean r TX SH 251 HMA 63.2 12.7 3568 223 17439.0 1202.2 DBG 65.2 10.7 H=W 3373 153 H=W 17439.0 4479.6 H=W TX SH 71 HMA 38.0 8.7 2303 252 19212.6 Evotherm 33.7 2.4 H=W 2505 204 H=W 19133.9 - H=W CA HVS 3a HMA 57.1 3.1 3201 210 12126.0 Gencor 50.1 8.1 H=W 2993 499 H=W 8740.2 - H>W Evotherm 41.7 0.7 H>W 2930 71 H=W 11889.8 - H=W Cecabase 66.4 14.1 H=W 3674 192 H=W 11811.0 - H=W CA HVS 3b HMA 29.3 5.1 2318 166 13661.4 Sasobit 50.0 5.7 H |
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