The National Academies Press

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From page 201... ... D-1 A P P E N D I X D Wisconsin Construction Report The rehabilitation of the pavement surface for Wisconsin State Highway 36 (SH36) was done in the fall of 2016. Read the entire page →
From page 202... ... D-2 Evaluating the Effects of Recycling Agents on Asphalt Mixtures with High RAS and RAP Binder Ratios replacement) satisfied all WisDOT mixture requirements (Design HR_250-0316-2016) Read the entire page →
From page 203... ... Wisconsin Construction Report D-3 Figure D.2: Existing Pavement Condition. The asphalt mixtures were produced at an asphalt plant in Muskego (Figure D.3) Read the entire page →
From page 204... ... D-4 Evaluating the Effects of Recycling Agents on Asphalt Mixtures with High RAS and RAP Binder Ratios were used in this field project. The aggregate bins, point of aggregate inclusion, and point of inclusion of DEG (baghouse filler) Read the entire page →
From page 205... ... Wisconsin Construction Report D-5 Figure D.5: Production Details - Recycled Materials. Figure D.6: Production Details – Binder and Recycling Agent (V2) Read the entire page →
From page 206... ... D-6 Evaluating the Effects of Recycling Agents on Asphalt Mixtures with High RAS and RAP Binder Ratios (without a material transfer device) Read the entire page →
From page 207... ... Wisconsin Construction Report D-7 Figure D.8: Temperature Readings. Table D.2: Production and Placement Temperatures (°F) Read the entire page →
From page 208... ... D-8 Evaluating the Effects of Recycling Agents on Asphalt Mixtures with High RAS and RAP Binder Ratios (a) Aggregates (b) Read the entire page →
From page 209... ... Wisconsin Construction Report D-9 (c) Mixtures Figure D.9: Sampling Materials. Read the entire page →
From page 210... ... D-10 Evaluating the Effects of Recycling Agents on Asphalt Mixtures with High RAS and RAP Binder Ratios Table D.3: Cores Description Section Core # Density (%Gmm) Reference Thickness (in) Read the entire page →
From page 211... ... Figure D.11: Mix Design – DOT Control (0-250-0052-2016) Read the entire page →
From page 212... ... Figure D.11: Mix Design – High RAP (0-250-0316-2016) Read the entire page →
From page 213... ... Wisconsin Construction Report D-13 Figure D.12: Section 1 – High RAP PG 52-34 Read the entire page →
From page 214... ... D-14 Evaluating the Effects of Recycling Agents on Asphalt Mixtures with High RAS and RAP Binder Ratios 43-25 GP PAR hgiH – 1 noitceS :31.D erugiF Read the entire page →
From page 215... ... Wisconsin Construction Report D-15 Figure D.14: Section 2 - HR PG 58-28 Regressed AV 3% Read the entire page →
From page 216... ... D-16 Evaluating the Effects of Recycling Agents on Asphalt Mixtures with High RAS and RAP Binder Ratios Figure D.14: Section 2 - HR PG 58-28 Regressed AV 3% Read the entire page →
From page 217... ... Wisconsin Construction Report D-17 Figure D.15: Section 3 – HR PG 58-28 with 1.2% V2 Read the entire page →
From page 218... ... D-18 Evaluating the Effects of Recycling Agents on Asphalt Mixtures with High RAS and RAP Binder Ratios lortnoC 82-85 GP RH – 4 noitceS :61.D erugiF Read the entire page →
From page 219... ... Wisconsin Construction Report D-19 Figure D.17: Section 5 – DOT Control PG 58-28 Read the entire page →

From page 201...

... D-1 A P P E N D I X D Wisconsin Construction Report The rehabilitation of the pavement surface for Wisconsin State Highway 36 (SH36) was done in the fall of 2016.