Materials for Aggregate, Sands & Clause 3.1 Refer Clause 3.1 Refer Clause 3.1 Asphalt Mineral Filler Hydrated Lime Refer Clause 3.1 Refer Clause 3.1 Refer Clause 3.1 Binder Content Reclaimed (wash out) & AS 2891.3.3 Refer Clause 3.2 Report Only Asphalt Grading 3.2 Pavement Asphalt Binder Material TP 664 Refer Clause 3.2 Report Only Viscosity (RAP) Moisture Content AS 1289.B1.3 Refer Clause 3.2 Report Only Total Absorption by Attachment AS 2891.9.2 Report Only R27B Combined Agg. Mix Design Attachment Refer PC044 Report Only Proportions R27B Refer Clause 4.3, 4.4, 4.6 Binder Content & Attachment AS 2891.3.3 & 4.7 and Asphalt Mix Combined Grading R27B Design Assessment AS 2891.9.2 Attachment Bulk Density Report Only R27B AS 2891.9.3 Absorption of 2.0% for AC20 ≤ Compacted AS 2891.9.2 Refer Table 6.1 1.0% for SMA ≤ Specimens Attachment Maximum Density AS 2891.7.1 Report Only R27B Mix 4.0 Voids on Refer Clause 4.3, 4.4, 4.6 Requirements Attachment Compacted AS 2891.8 & 4.7 and Asphalt Mix R27B Specimens Design Assessment Void in Mineral Attachment AS 2891.8 Clause 4.3 & 4.4 Aggregate (VMA) R27B Tensile Strength Attachment AGPT/T232 Refer Clause 4.3 & 4.4 Ratio (TSR) R27B Binder Film Index Attachment AS 2891.8 Refer Clause 4.3 & 4.4 (BFI) R27B Indirect Tensile Attachment TP 460 Refer Clause 4.3 Strength (ITS) R27B Viscosity of the Binder of the Attachment AGPT/T192 Refer Clause 4.5 Combined Mix R27B Containing RAP DPTI will compare the mix design and test results submitted with the requirements contained in: Parts R15 & R27. AS 2150, Sections 4, 5 and 6. AGPT04B-14 Guide to Pavement Technology Part 4B: Asphalt. –
Materials for Asphalt Aggregate, Sands & Mineral Filler Clause 3.1 Refer Clause 3.1 Refer Clause 3.1 Hydrated Lime Refer Clause 3.1 Refer Clause 3.1 Refer Clause 3.1 3.2 Reclaimed Asphalt Pavement Material (RAP) Binder Content (wash out) & Grading AS 2891.3.3 Refer Clause 3.2 Report Only Asphalt Binder Viscosity TP 664 Refer Clause 3.2 Report Only Moisture Content AS 1289.B1.3 Refer Clause 3.2 Report Only 4.0 Mix Requirements Total Absorption by Combined Agg. AS 2891.9.2 Attachment R27B Report Only Mix Design Proportions Refer PC044 Attachment R27B Report Only Binder Content & Combined Grading AS 2891.3.3 Attachment R27B Refer Clause 4.3, 4.4, 4.6 & 4.7 and Asphalt Mix Design Assessment Bulk Density AS 2891.9.2 AS 2891.9.3 Attachment R27B Report Only Absorption of Compacted Specimens AS 2891.9.2 Refer Table 6.1 ≤ 2.0% for AC20 ≤ 1.0% for SMA Maximum Density AS 2891.7.1 Attachment R27B Report Only Voids on Compacted Specimens AS 2891.8 Attachment R27B Refer Clause 4.3, 4.4, 4.6 & 4.7 and Asphalt Mix Design Assessment Void in Mineral Aggregate (VMA) AS 2891.8 Attachment R27B Clause 4.3 & 4.4 Tensile Strength Ratio (TSR) AGPT/T232 Attachment R27B Refer Clause 4.3 & 4.4 Binder Film Index (BFI) AS 2891.8 Attachment R27B Refer Clause 4.3 & 4.4 Indirect Tensile Strength (ITS) TP 460 Attachment R27B Refer Clause 4.3 Viscosity of the Binder of the Combined Mix Containing RAP AGPT/T192 Attachment R27B Refer Clause 4.5 DPTI will compare the mix design and test results submitted with the requirements contained in: Parts R15 & R27. AS 2150, Sections 4, 5 and 6. AGPT04B-14 Guide to Pavement Technology – Part 4B: Asphalt.
Part_R27_Supply_of_Asphalt_Oct_2016.docx