Railway infrastructure — Non-destructive testing on rails in track — Part 1: Requirements for ultrasonic testing and evaluation principles

Mechanical vibration — Ground-borne noise and vibration arising from rail systems — Part 34: Characterizing irregularity of the running surfaces with respect to vibration excitation

Railway applications — Polymeric composite sleepers, bearers and transoms — Part 3: General requirements

Railway applications — Polymeric composite sleepers, bearers and transoms — Part 1: Material characteristics

Railway applications — Concrete sleepers and bearers for track — Part 2: Prestressed monoblock sleepers

Railway applications — Track geometry quality — Part 1: Characterization of track geometry and track geometry quality

Railway applications — Concrete sleepers and bearers for track — Part 1: General requirements

Railway infrastructure — Rail fastening systems — Part 8: Test method for vertical stiffness

Railway infrastructure — Rail fastening systems — Part 4: Test methods for resistance to repeated loading

Railway infrastructure — Rail fastening systems — Part 2: Test method for longitudinal rail restraint

Railway infrastructure — Rail fastening systems — Part 3: Proof load test method for pull-out resistance

Railway infrastructure — Rail fastening systems — Part 7: Test method for clamping force and uplift stiffness

Railway infrastructure — Rail fastening systems — Part 6: Test method for resistance to severe environmental conditions

Railway infrastructure — Rail welding — Part 1: General requirements and test methods for rail welding

Railway infrastructure — Rail fastening systems — Part 5: Test method for electrical resistance

Railway applications — Polymeric composite sleepers, bearers and transoms — Part 2: Product testing

Railway infrastructure — Rail fastening systems — Part 1: Vocabulary

Switch and crossing rails

Mechanical vibration -- Ground-borne noise and vibration arising from rail systems -- Part 31: Guideline on field measurements for the evaluation of human exposure in buildings

Flat bottom (Vignole) railway rails 43 kg/m and above