BSI PD 6692:2018 – TC:2020 Edition
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Tracked Changes. Asphalt. Guidance on the use of BS EN 12697 “Bituminous mixtures. Test methods”
Published By | Publication Date | Number of Pages |
BSI | 2020 | 138 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
95 | Foreword |
97 | 0 Introduction 1 Scope |
98 | Table 1 — Asphalt tests in BS EN 12697 called up in asphalt specifications BS EN 13108 |
99 | 2 Overview of European Standards defining test methods for asphalts 2.1 “Back of the lorry” 2.2 CE marking |
100 | 2.3 Status of tests 2.4 Empirical and fundamental tests |
101 | 3 Guidance on test methods required for testing the constituent materials 3.1 BS EN 12697‑1 — Soluble binder content |
103 | 3.2 BS EN 12697‑2 — Determination of particle size distribution |
104 | 3.3 BS EN 12697‑3 — Bitumen recovery: rotary evaporator 3.4 BS EN 12697‑4 — Bitumen recovery: fractionating column |
105 | 3.5 BS EN 12697‑5 — Determination of the maximum density 3.6 BS EN 12697‑6 — Determination of bulk density of bituminous specimens |
106 | 3.7 BS EN 12697‑7 — Determination of the bulk density of bituminous specimens by gamma rays |
107 | 3.8 BS EN 12697‑8 — Determination of void characteristics of bituminous specimens 3.9 BS EN 12697‑9 — Determination of the reference density 3.10 BS EN 12697‑10 — Compactibility |
108 | 3.11 BS EN 12697‑11 — Determination of the affinity between aggregate and bitumen |
109 | 3.12 BS EN 12697‑12 — Determination of the water sensitivity of bituminous specimens |
110 | 3.13 BS EN 12697‑13 — Temperature measurement 3.14 BS EN 12697‑14 — Water content 3.15 BS EN 12697‑15 — Determination of the segregation sensitivity |
111 | 3.16 BS EN 12697‑16 — Abrasion by studded tyres 3.17 BS EN 12697‑17 — Particle loss of porous asphalt specimens |
112 | 3.18 BS EN 12697‑18 — Binder drainage |
113 | 3.19 BS EN 12697‑19 — Permeability of specimen 3.20 BS EN 12697‑20 — Indentation using cube or cylindrical specimens 3.21 BS EN 12697‑21 — Indentation using plate specimens |
114 | 3.22 BS EN 12697‑22 — Wheel tracking |
115 | 3.23 BS EN 12697‑23 — Determination of the indirect tensile strength of bituminous specimens 3.24 BS EN 12697‑24 — Resistance to fatigue |
117 | 3.25 BS EN 12697‑25 — Cyclic compression test |
118 | 3.26 BS EN 12697‑26 — Stiffness |
119 | 3.27 BS EN 12697‑27 — Sampling Table 2 — Recommended mass of bulk sample |
120 | 3.28 BS EN 12697‑28 — Preparation of samples for determining binder content, water content and grading 3.29 BS EN 12697‑29 — Determination of the dimensions of a bituminous specimen 3.30 BS EN 12697‑30 — Specimen preparation by impact compactor |
121 | 3.31 BS EN 12697‑31 — Specimen preparation by gyratory compactor 3.32 BS EN 12697‑32 — Laboratory compaction of bituminous mixtures by vibratory compactor |
122 | 3.33 BS EN 12697‑33 — Specimen prepared by roller compactor 3.34 BS EN 12697‑34 — Marshall test |
123 | 3.35 BS EN 12697‑35 — Laboratory mixing 3.36 BS EN 12697‑36 — Determination of the thickness of a bituminous pavement |
124 | 3.37 BS EN 12697‑37 — Hot sand test for the adhesivity of binder on coated chippings for HRA 3.38 BS EN 12697‑38 — Common equipment and calibration 3.39 BS EN 12697‑39 — Binder content by ignition |
125 | 3.40 BS EN 12697‑40 — In situ drainability 3.41 BS EN 12697‑41 — Resistance to de-icing fluids |
126 | 3.42 BS EN 12697‑42 — Amount of foreign matter in reclaimed asphault 3.43 BS EN 12697‑43 — Resistance to fuel |
127 | 3.44 BS EN 12697‑44 — Crack propagation by semi-circular bending test 3.45 BS EN 12697‑45 — Saturation ageing tensile stiffness (SATS) conditioning test |
128 | 3.46 BS EN 12697‑46 — Low temperature cracking and properties by uniaxial tension tests 3.47 BS EN 12697‑47 — Determination of the ash content of natural asphalts |
129 | 3.48 prEN 12697‑48 — Interlayer bonding |
130 | 3.49 BS EN 12697‑49 — Determination of friction after polishing 3.50 PD CEN/TS 12697‑50 — Resistance to scuffing |
131 | 3.51 PD CEN/TS 12697‑51 — Surface shear strength test 3.52 PD CEN/TS 12697‑52 — Conditioning to address oxidative ageing |
133 | Bibliography |