49 C.F.R. § 299.311
Track geometry; general.
Cite as 49 C.F.R. § 299.311 (2026)
If the values listed in the following table are exceeded, the railroad shall initiate remedial action. A reduction in operating speed so that the condition complies with the limits listed for a lower speed shall constitute bringing the track into compliance.
Table 1 to § 299.311
Track geometry parameter (millimeter (mm))
Track class
H0
H1
H2
H3
H4
H5
H6
H7
Gauge is measured between the heads of the rails at right angles to the rails in a plane 14 mm (0.55 inches) below the top of the rail head and may not exceed—
Min.
1429
1429
1429
1429
1429
1429
1429
1429
Max.
1454
1454
1454
1454
1454
1454
1454
1454
The deviation from uniformity
1
of the mid-chord offset on either rail for a 10 meter (m) chord (alignment) may not be more than—
10 m chord
38
31
31
14
12
10
8
7
The deviation from uniform profile on either rail at the mid-ordinate of a 10 m chord (surface) may not be more than—
10 m chord
40
40
40
27
22
18
15
13
The deviation from uniform crosslevel at any point on tangent and curved track may not be more than—
50
26
26
22
18
14
9
9
The difference in crosslevel between any two points 2.5 meters (8.2 feet) apart (twist) may not be more than—
2.5 m
26
26
26
22
18
14
9
9
1
Uniformity for alignment at any point along the track is established by averaging the measured mid-chord offset values for a 10 m (32.8 feet) chord for nine consecutive points that are centered around that point and spaced at 2.5 m (8.2 feet) intervals.
- Cross-references to the CFR
- 299.311