Railway applications. Track. Performance requirements for fastening systems - Fastening systems for wood sleepers Ingestion-build-73073 except transitions and directed links

except transitions and directed links

This Technical Specification specifies Electronic Citizen Card (ECC) requirements

sample container and temperature control device

Note: This test method is primarily applicable to CMOS devices

The purpose of the percentage determination of crushed and broken surfaces is to maximize shear strength by increasing inter-particle friction in either bound or unbound aggregate mixtures and provide stability for surface treatment aggregates and provide increased friction and texture for aggregates used in pavement surface courses

Railway applications. Track. Performance requirements for fastening systems - Fastening systems for wood sleepers Ingestion-build-73073 except transitions and directed links1 Scope This European Standard is applicable to fastening systems, in categories A C and E as specified in EN 13481 1: 2012, 3. 1, for use on wood sleepers in ballasted track with maximum axle loads and minimum curve radii in accordance with Table 1. Table 1 Fastening category criteria Category Maximum design axle load Minimum curve radius kN m A 130 40 B 180 80 C 260 150 E 350 150 NOTE The maximum axle load for categories A and B does not apply to