PD 6692:2018
Asphalt. Guidance on the use of BS EN 12697 “Bituminous mixtures. Test methods”
Standard number: | PD 6692:2018 |
Pages: | 48 |
Released: | 2018-04-30 |
ISBN: | 978 0 580 96882 2 |
Status: | Standard |
PD 6692:2018
This standard PD 6692:2018 Asphalt. Guidance on the use of BS EN 12697 “Bituminous mixtures. Test methods” is classified in these ICS categories:
- 93.080.20 Road construction materials
This Published Document gives guidance on the use of each of the European test methods for asphalt given in BS EN 12697. The tests are divided into five groups:
test methods required for testing the constituent materials, as identified in BS EN 13108‑20:2016, Annex A;
test methods called up in at least four of the standard specifications for the different types of asphalt, BS EN 13108‑1 to BS EN 13108‑7, as identified in BS EN 13108‑20:2016, Annex B (see Table 1);
test methods called up in only specific standard specifications, as identified in BS EN 13108‑20:2016, Annex B;
test procedures used to support the test methods in BS EN 12697‑30 to BS EN 12697‑33, as identified in BS EN 13108‑20:2016, Annex C, plus BS EN 12697‑35; and
test methods and procedures not called up in the asphalt standards.
Where standards fit into more than one category, they are described in the first and subsequently cross-referenced. The subclauses describing each of the tests are listed in Table 1.
Table 1 Asphalt tests in BS EN 12697 called up in asphalt specifications BS EN 13108
BS EN 12697 | BS EN 13108 | ||||||||
---|---|---|---|---|---|---|---|---|---|
Part | Description | Part 1 | Part 2 | Part 4 | Part 5 | Part 6 | Part 7 | Part 9 | |
Title | Sub-clause | AC | BBTM | HRA | SMA | MA | PA | AUTL | |
1 | Soluble binder content | 3.1 | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | |
2 | Particle size distribution | 3.2 | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | |
3 | Bit. recovery: rotary evaporator | 3.3 | |||||||
4 | Bit. recovery: fractionating column | 3.4 | |||||||
5 | Maximum density | 3.5 | ✓ | ✓ | ✓ | ✓ | ✓ | ||
6 | Bulk density | 3.6 | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | |
7 | Bulk density, gamma rays | 3.7 | |||||||
8 | Void characteristics | 3.8 | ✓ | ✓ | ✓ | ✓ | ✓ | ||
9 | Reference density | 3.9 | Withdrawn October 2011 | ||||||
10 | Compactibility | 3.10 | |||||||
11 | Affinity between aggregate and bitumen | 3.11 | ✓ | ||||||
12 | Water sensitivity | 3.12 | ✓ | ✓ | ✓ | ✓ | ✓ | ||
13 | Temperature measurement | 3.13 | |||||||
14 | Water content | 3.14 | |||||||
15 | Segregation sensitivity | 3.15 | |||||||
16 | Abrasion by studded tyres | 3.16 | ✓ | ✓ | ✓ | ✓ | |||
17 | Particle loss of porous asphalt specimens | 3.17 | ✓ | ||||||
18 | Binder drainage | 3.18 | ✓ | ✓ | |||||
19 | Permeability of specimen | 3.19 | ✓ | ||||||
20 | Indentation: cube or cylindrical | 3.20 | ✓ | ||||||
21 | Indentation using plates | 3.21 | ✓ | ||||||
22 | Wheel tracking | 3.22 | ✓ | ✓ | ✓ | ||||
23 | Indirect tensile test | 3.23 | |||||||
24 | Resistance to fatigue | 3.24 | ✓ | ||||||
25 | Cyclic compression | 3.25 | ✓ | ✓ | |||||
26 | Stiffness | 3.26 | ✓ | ✓ | |||||
27 | Sampling | 3.27 | |||||||
28 | Preparation of samples | 3.28 | |||||||
29 | Dimensions of a specimen | 3.29 | |||||||
30 | Spec prep: Impact compactor | 3.30 | |||||||
31 | Spec prep: Gyratory compactor | 3.31 | ✓ | ✓ | ✓ | ✓ | ✓ | ||
32 | Vibratory compactor | 3.32 | |||||||
33 | Specimen prep: Roller compactor | 3.33 | |||||||
34 | Marshall test | 3.34 | ✓ | ||||||
35 | Laboratory mixing | 3.35 | |||||||
36 | Thickness of a pavement | 3.36 | |||||||
37 | Hot sand test for HRA chips | 3.37 | |||||||
38 | Common equipment and calibration | 3.38 | |||||||
39 | Binder content by ignition | 3.39 | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | |
40 | In-situ drainability | 3.40 | |||||||
41 | Resistance to de-icing fluids | 3.41 | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | |
42 | Foreign material in reclaimed material | 3.43 | |||||||
43 | Resistance to fuel | 3.43 | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | |
44 | Crack propagation by semi‑circular bending | 3.44 | ✓ | ✓ | |||||
45 | Saturation ageing tensile stiffness conditioning (SATS) | 3.45 | ✓ | ||||||
46 | Low temperature cracking and properties | 3.46 | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ |
47 | Ash content of natural asphalts | 3.47 | |||||||
48 | Interlayer bonding | 3.48 | |||||||
49 | Friction after polishing | 3.49 | ✓ | ✓ | ✓ | ✓ | ✓ | ||
50 | Resistance to scuffing | 3.50 | |||||||
51 | Surface shear strength | 3.51 | |||||||
52 | Oxidative ageing | 3.52 |