49 CFR § 299.313 Texas Central Railroad High-Speed Rail Safety Standards

§ 299.313 Track geometry; performance based.

Current through Sep 25, 2026 · Read all of Part 299

(a) For all track of Class H4 and above, vibration in the lateral and vertical directions measured on the carbody of a vehicle representative of the service fleet traveling at a speed no less than 10 km/h (6.2 mph) below the maximum speed permitted for the class of track, shall not exceed the limits prescribed in the following table:

Table 1 to Paragraph (a)

Carbody acceleration limits 1 2
Lateral vibration 3Vertical vibration 3
≤ 0.35 g peak-to-peak≤ 0.45g peak-to-peak
1 sec window1 sec window
excluding peaks < 50 msecexcluding peaks < 50 msec

1 Carbody accelerations in the vertical and lateral directions shall be measured by accelerometers oriented and located in accordance with § 299.337(c)(3).

2 Acceleration measurements shall be processed through an LPF with a minimum cut-off frequency of 10 Hz. The sample rate for acceleration data shall be at least 200 samples per second.

3 Peak-to-peak accelerations shall be measured as the algebraic difference between the two extreme values of measured acceleration in any 1-second time period, excluding any peak lasting less than 50 milliseconds.

(b) If the carbody acceleration requirements are not met on a segment of track, the segment of track is to be reclassified to the next lower Class of track for which it does meet the requirements of this part.

← § 299.311 Track geometry; general.§ 299.315 Curves; elevation and speed limitations. →