Rail Types

1. What is a Rail?

A rail is a high-carbon rolled steel section which, together with another parallel rail and the intervening sleepers & fastenings, forms the track on which railway vehicles run. It is the most critical load-carrying element—wheels transmit vertical, lateral and longitudinal forces to it; hence its metallurgy, geometry and weight decide safety, speed and maintenance effort.


2. Technical Specifications & Nomenclature

Parameter Value / Formula Remarks
Standard length (L) 13 m (42.65 ft) for 60 kg, 52 kg & 90 R; 26 m welded panels in LWR Earlier 11.8 m & 12.8 m existed
Nominal weight (W) Expressed in kg/m or lbs/yd 60 kg ≈ 60 kg/m ≈ 121 lb/yd
Section modulus (Z) I/y_max Bending strength ∝ Z
Wear allowance 2–3 mm on head top & 1 mm on gauge face Re-profiling limit 8 mm vertical wear
Chemical composition (60 kg – IRS T-12) C 0.60–0.80 %, Mn 0.80–1.30 %, Si 0.15–0.55 %, S & P ≤ 0.04 % Micro-alloyed (Cr, V) for 1080 grade
Hardness (BH) 280–350 for plain carbon; ≥ 380 for head-hardened (HH) HH rails used in curves ≤ 1000 m radius
Contact stress limit 2100 MPa (von-Mises) Influences rail head radius design

3. Indian Rail Sections – Evolution & Comparison

Rail Introduced Weight (kg/m) Height (mm) Head (mm) Web (mm) Foot (mm) Status (2024)
90 R 1920 44.65 142.9 66.7 13.5 127 Phased out (≤ 5 % network)
52 kg 1950 51.92 156 67 16 140 35 % route-km
60 kg (UIC-60 profile) 1985 60.34 172 74.3 16.5 150 60 % network; mandatory for ≥ 160 km/h
60 kg HH 1997 60.34 172 74.3 16.5 150 12 % of 60 kg; target 25 % by 2030
75 kg (experimental) 2022 (RDSO trial) 74.4 185 80 20 160 Trial on DFC (Rewari–Mewat)

4. Rail Classifications in Use

A. By Weight (Indian Railways categorisation)

  • Heavy: ≥ 52 kg/m (52 kg, 60 kg, 75 kg)
  • Medium: 40–52 kg/m (90 R, 75 R rarely found)
  • Light: < 40 kg/m (35 R, 25 R on NG/Metro depots)

B. By Metallurgy & Heat-treatment

  • Plain-Carbon (IRS T-12)
  • Micro-Alloyed (MA) – 1080 grade
  • Head-Hardened (HH) – Bainitic/martensitic layer 25 mm deep
  • Hypereutectoid (HE) – 0.9 % C, lab trial for 200 km/h

C. By Service Application

  • Straight Track (ST) rails
  • Curve rails (high wear)
  • Turnout rails (wing, check, crossing rails)
  • Welded-rail (LWR) panels
  • Conductor rail (3rd rail 750 V DC metros)

5. Manufacturing & Quality Control

  • Steel route: Blast furnace → Basic Oxygen Furnace → Continuous casting blooms (320 mm × 320 mm) → Universal mill rolling → Online water quenching (for HH) → Straightening → Ultrasonic testing (UST) → Brand marking.
  • New Mills: SAIL, Bhilai (exp. to 2.0 MT), JSPL Raigarh, RINPL Vizag.
  • Quality norms: IRS T-12:2019 (replaced 1996), EN 13674-1:2017, BS 11-1985.
  • Brand mark example:
    60 Ⅱ 13 05 23 SAIL T-12 1080 HH ← △
    (kg/m, II quality, 13 m, May-2023, mill, grade, heat-treated, directional arrow)

6. Historical Milestones

Year Event
1853 First rail (50 lb/yd ≈ 25 kg/m) on BB&CI
1920 90 R becomes “standard” on MG & FG
1950 52 kg adopted for high-speed routes (120 km/h)
1985 Decision to switch to 60 kg UIC profile (speed-cum-freight)
1992 First HH rail (imported) laid on Agra-Gwalior curve
1997 Indigenous HH rail production started at Bhilai
2005 IRS T-12:2005 specifies 1080 grade MA rails
2016 260 m long rail panels (Bhilai) – longest in Asia
2023 100 % UST mandatory; QR-coded stamping launched

7. Current Status & Recent Updates (2024)

  • Indian Railways consumes ≈ 7.5 lakh tonnes rail/yr (60 % HH).
  • Policy: All new lines & renewals ≥ 160 km/h to use 60 kg HH; ≤ 100 km/h may continue 52 kg.
  • Long-welded rail (LWR) now 260 m factory panels, field flash-butt welded to 1 km+ strings.
  • DFC (E & W) completely 60 kg HH on concrete sleepers with elastic fastenings.
  • Green initiative: Waste rail recycled into “R-Girders” for ROBs (Rail Over Bridges).
  • RDSO developing 75 kg rail for 25-tonne axle-load dedicated freight corridors & heavy-haul (30 t) trials.
  • Import substitution: Import of rails almost nil since FY 2021-22.

8. Weight vs Speed-Axle Load Matrix (IR Guideline)

Speed (km/h) Axle Load (t) Recommended Rail
≤ 100 ≤ 20 52 kg
≤ 130 ≤ 22.5 60 kg
≤ 160 ≤ 22.5 60 kg HH
≤ 200 ≤ 22.5 60 kg HH + MA
≥ 200 (future) ≤ 25 75 kg HH (trial)

9. Quick-Fire Data Points for MCQ

  • Minimum vertical wear permitted before rail closure: 8 mm (IRPWM).
  • Length tolerance for 13 m rail: ±10 mm.
  • Straightness limit (edge camber): ≤ 0.5 mm in 1 m.
  • Head width of 60 kg rail: 74.3 mm.
  • Foot width of 90 R rail: 127 mm.
  • Thermal stress in LWR at 40 °C ≈ 1.15 t/mm² → 115 t for 60 kg.
  • Head-hardened depth: 25 mm minimum.
  • HH rail life extension on 600 m radius curve: ≈ 2.5 × plain carbon.
  • Mill trial of hypereutectoid rail: RDSO & SAIL, 2021.

10. Practice MCQs

Q1. Which rail section is heaviest among the following currently used on Indian Railways main line?

  • (a) 90 R
  • (b) 52 kg
  • (c) 60 kg
  • (d) 75 kg (trial)
Ansc (60 kg is standard; 75 kg is still under trial)

Q2. The standard length of a 60 kg rail panel supplied by SAIL for LWR track is

  • (a) 11.8 m
  • (b) 13 m
  • (c) 26 m
  • (d) 260 m
Ansb (13 m individual; 260 m welded panel)

Q3. Head-hardened rails are primarily recommended for

  • (a) Stations yards
  • (b) Sharp curves
  • (c) Level crossings
  • (d) Bridge approaches
Ansb

Q4. Chemical composition of IRS T-12 1080 grade rail contains carbon in the range of

  • (a) 0.45 – 0.60 %
  • (b) 0.60 – 0.80 %
  • (c) 0.82 – 0.90 %
  • (d) 0.90 – 1.20 %
Ansb

Q5. The height of 52 kg rail section is approximately

  • (a) 142 mm
  • (b) 156 mm
  • (c) 172 mm
  • (d) 185 mm
Ansb

Q6. Which of the following is NOT a classification of rail by Indian Railways?

  • (a) Heavy
  • (b) Medium
  • (c) Super-heavy
  • (d) Light
Ansc

Q7. The first heat-treated (head-hardened) rail in India was laid in the year

  • (a) 1985
  • (b) 1992
  • (c) 1997
  • (d) 2005
Ansb (imported); indigenous in 1997

Q8. The rail brand mark “60 II 13 08 22 SAIL T-12” indicates

  • (a) 60 lb/yd rail
  • (b) 60 kg/m rail of second quality
  • (c) 60 m length
  • (d) 60 tonnes tensile strength
Ansb

Q9. As per latest policy, all new lines with speed ≥ 160 km/h must use

  • (a) 90 R
  • (b) 52 kg
  • (c) 60 kg plain carbon
  • (d) 60 kg head-hardened
Ansd

Q10. The minimum depth of head hardening specified for HH rail is

  • (a) 10 mm
  • (b) 15 mm
  • (c) 25 mm
  • (d) 35 mm
Ansc

Q11. Which mill rolled the first 260 m long rail panel in India?

  • (a) JSPL
  • (b) RINPL
  • (c) SAIL-Bhilai
  • (d) Tata Steel
Ansc

Q12. The foot width of 60 kg UIC rail is

  • (a) 127 mm
  • (b) 140 mm
  • (c) 150 mm
  • (d) 160 mm
Ansc

Q13. Vertical wear limit beyond which a rail must be replaced in Indian Railways is

  • (a) 5 mm
  • (b) 6 mm
  • (c) 8 mm
  • (d) 10 mm
Ansc

Q14. The rail section 90 R weighs approximately

  • (a) 40 kg/m
  • (b) 44.65 kg/m
  • (c) 52 kg/m
  • (d) 60 kg/m
Ansb

Q15. Micro-alloyed 1080 grade rails achieve their strength mainly due to

  • (a) Increased manganese and vanadium
  • (b) Increased sulphur
  • (c) Decreased carbon
  • (d) Heavy phosphorus
Ansa

Q16. The trial of 75 kg rail is being done primarily for

  • (a) Metro tracks
  • (b) Heritage hill railways
  • (c) Dedicated freight corridors with 25 t axle load
  • (d) 3rd rail electrification
Ansc

Remember: 60 kg HH rails → 160 km/h; 75 kg rails → Future heavy-haul; 90 R → Only on remaining MG/NG heritage sections.