Bituminous mixtures |
TEST |
REFERENCE STANDARD |
| Determination of the water sensitivity of bituminous specimens |
EN 12697-12 |
| Wheel Tracking |
EN 12697-22 |
| Bulk density of bituminous specimens |
NP EN 12697-6 |
| Determination of void characteristics |
NP EN 12697-8 |
| Soluble binder content |
EN 12697-1 |
| Soluble binder content |
ASTM D 2172-95 |
| Soluble binder content by ignition |
EN 12697-39 |
| Soluble binder content by ignition |
ASTM D 6307-01 |
| Bitumen recovery: Rotary evaporator |
EN 12697-3 |
| Maximum density |
ASTM D 2041 |
| Maximum density |
EN 12697-5 |
| Particle size distribution |
NP EN 12697-2 |
| Particle size distribution |
LNEC E233 |
| Compactability between aggregates and bitume |
JAE P.9-53 |
| Compactability between aggregates and bitume |
EN 12697-11 |
| Sampling |
EN 12697- 27 |
| Marshall test |
NP 142 |
| Marshall test |
NP EN 12697-34 |
| Particle loss of porous asphalt specimen |
NLT 352/ 362 |
| Particle loss of porous asphalt specimen |
EN 12697-17 |
| Extraction of cores |
- |
| Determination of the tickeness of a bituminous pavement |
EN 12697-36 |
| Measurement of pavement surface macrotexture depth using a volumetric patch technique |
LNEC Proc.52/1/3416 |
| Measurement of pavement surface macrotexture depth using a volumetric patch technique |
EN 13036-1 |
| Specimen preparation by impact compactor |
EN 12697-30 |
| Marshall study with or without reclaimed asphalt |
Asphalt Institute / MI |
| Binder drainage |
EN 12697-18 |
| Compactibility |
EN 12697-10 |
| Drainabilite in situ |
NLT 327/88 |
| Drainabilite in situ |
EN 12697-40 |
| Permeabilty of specimen |
EN 12697-19 |
| Resistance to de-icing fluids |
EN 12697-41 |
| Resistance to fuel |
EN 12697-43 |