Track Maintenance
1. What is Track Maintenance?
Track maintenance is the organised process of inspecting, repairing and upgrading the rails, sleepers, ballast, fastenings and formation so that the track continues to meet the prescribed geometry standards, ensures running safety and provides a comfortable ride at the sanctioned speed.
2. Objectives of Track Maintenance
- Maintain correct track geometry (gauge, alignment, longitudinal level, cross-level, twist)
- Keep rail & sleeper defects within permissible limits
- Preserve resilience & drainage
- Ensure riding comfort & safety
- Minimize overall life-cycle cost
3. Track Components & Their Maintenance Needs
| Component | Main Defects | Maintenance Action |
|---|---|---|
| Rail | Wear, corrugation, cracks, squats, battered ends | Rail grinding, welding, lubrication, rail renewal |
| Sleepers | Cracks, spike killing, abrasion, plate cutting | Sleeper renewal, elastic fastenings, screw spikes |
| Ballast | Fouling, inadequate depth, pumping | Deep screening, shoulder cleaning, recoupment |
| Fastenings | Looseness, broken clips, missing keys | Re-packing, keying, elastic clip renewal |
| Formation | Rain cuts, settlement, slurry formation | Geotextile, blanket layer, sub-surface drainage |
4. Key Specifications (Indian Railway Permanent Way Manual – IRPWM 2021)
- Gauge – 1676 mm (BG), 1000 mm (MG), 762/610 mm (NG)
- Maximum tolerable gauge variation – (+)6 mm / (–)3 mm for BG (Group-A route)
- Alignment deviation on 20 m chord – 20 mm (for 160 km/h)
- Longitudinal level on 3.6 m straight edge – 6 mm (Group-A), 10 mm (Group-D)
- Cant deficiency – 75 mm (BG conventional), 100 mm (with 60 kg 90 UTS rail & CMS crossing)
- Minimum ballast cushion – 250 mm (BG high-speed), 200 mm (BG plain line)
- Pack voids – ≤2% sleepers (plain track), ≤1% (approaches to bridge & points & crossings)
- Frequency of systematic track recording – Once in 2 months (≥110 km/h), quarterly (<110 km/h)
5. Classification of Track Maintenance
A. Routine / Daily Maintenance
- Through packing / measured shovel packing
- Picking up slacks
- Lubrication of rail joints
- Casual renewal of broken sleepers & fastenings
B. Periodic Maintenance
- Machine Packing (Tamping) – 1 cycle / 60 GMT or 2 years whichever earlier
- Deep screening – 1 cycle / 10–12 years (BG), 15 years (MG)
- Track renewal (complete or partial) – based on GMT, UTS rail policy, rail wear index
C. Special Maintenance
- Prestressing of concrete sleepers
- Rail grinding & milling
- Formation rehabilitation
- Pre-monsoon attention (patrolling, destressing of LWR)
6. Track Machines Used
| Machine | Purpose | Output (approx.) |
|---|---|---|
| 08-32 & 09-3X CSM (Plasser & Theurer) | Tamping & lining | 600–800 sleepers/h |
| Points & Crossing Tamping (Unimat) | Tamping of switches | 1 set / 45 min |
| Dynamic Track Stabiliser (DTS) | Consolidation | 0–1.5 km/h |
| BCM (Ballast Cleaning Machine) | Deep screening | 650 m³/h |
- UNOMAT/SM-IT – for plain track & switch tamping on LWR track without destressing
7. Rail Grinding Strategy (Indian Railways since 1996)
- Preventive grinding – 40–60 MGT or 2 years (BG high-speed)
- Corrective grinding – when corrugation ≥0.15 mm depth
- Target profile – 60E1/52E1/90 USFD compatible profile
- RCF (Rolling Contact Fatigue) control – keep cracks <5 mm
8. Long Welded Rail (LWR) & Maintenance
- Breathing length – 100 m (BG) each end
- Destressing temperature band – td ± 5 °C (td = rail temperature at laying)
- Minimum ballast resistance – 9 t/m (BG) for LWR stability
- Hot weather patrol – when rail temp > td + 20 °C
- Cold weather patrol – when rail temp < td – 30 °C
9. USFD (Ultra-Sonic Flaw Detection) Rail Testing
- Frequency – 4 months (BG main line), 6 months (BG other), 12 months (MG)
- Acceptable defect size – Transverse crack <5% head area
- Action for 5–8% – watch & re-test within a fortnight
- >8% or 20 mm length – immediate removal / closure
10. Historical Milestones
| Year | Event |
|---|---|
| 1853 | First BG track (Bombay–Thane) – wooden sleeper, fish-plated rail |
| 1956 | Introduction of 90 R rail (90 lb/yd) on main trunk routes |
| 1972 | 52 kg rail & elastic fastenings adopted |
| 1983 | Policy to convert entire BG network into LWR |
| 1995 | Decision to adopt 60 kg 90 UTS rail for high-speed & heavy-haul |
| 2003 | First high-speed block with Plasser CSM machine on Rajdhani route |
| 2016 | Mission Raftaar – target 160 km/h on Golden Quadrilateral |
| 2021 | Nationwide switch to 60 kg 90 UTS rails & CMS crossings on all Group-A routes |
11. Current Status & Recent Updates (2020-24)
- 80% of BG track machine-packed; target 100% by 2027
- Rail Grinding Train (RGT) – 2 imported + 2 made by RDSO/BHEL under “Make-in-India”
- Track Management System (TMS) – GIS-based digital inspection through handheld Android devices
- Smart Patrolling App – live photo with GPS tag, replaced manual log-book
- Ultrasonic Rail Flaw Detection – phased array technology trials on Northern Railway
- Green Initiatives – 100% recycled plastic sleepers (Tata-Ambikapur project) approved for 5 km trial
- T-49 (2023) revised policy – mandatory use of mechanical tamping in approach of all turnouts within 200 m
12. Organisation & Staffing Pattern
- PWI (Permanent Way Inspector) – in-charge of 50–70 km (BG) or 80–100 km (MG)
- Keymen – 1 per 5 km (high-speed), 1 per 10 km (other)
- Gang strength – 12–14 men per km annually for manual maintenance
- Machine gang – 6–8 operators per CSM unit (3 shifts)
13. Safety Drives & Campaigns
- “Safety-Samiksha” – 2022 drive to eliminate derailments through 100% USFD coverage
- “One Minute Safety Drill” – mandatory before every block
- “Track Safety Fortnight” – June & December each year
- IRCA (Indian Railway Conference Association) code revised every 5 years
14. Track Recording & Quality Indices
- Track Recording Car (TRC) – fortnightly for ≥130 km/h, monthly for others
- Q-value (Quality Index) – composite index combining alignment, level, twist, gauge, etc.
- Q ≤ 20 → Good
- 20 < Q ≤ 40 → Satisfactory
- Q > 40 → Needs attention
- Oscillograph car (Oscar) – rides at 5 mm/sec max vertical acceleration for 160 km/h
15. Common Causes of Track Defects
- Inadequate ballast cushion → poor drainage & pumping
- Over-driving of spikes → sleeper splitting
- Improper destressing → kinks in LWR
- Delayed screening → ballast fouling & wet-bed
- Skipped USFD → rail fractures in service
16. Cost Indicative Figures (2023 Indian rates)
- Manual through packing – ₹0.12 million per km
- Machine tamping – ₹0.05 million per km (only tamping)
- Deep screening – ₹2.5 million per km
- 60 kg rail renewal – ₹6 million per km (rail + sleeper + fastenings)
17. International Comparison (for GK)
| Country | Top maintenance speed | Technology used |
|---|---|---|
| France (TGV) | 320 km/h | RAILAB 3000, H-Track recording, 36 h grinding interval |
| Japan (Shinkansen) | 320 km/h | Daily midnight block, full-scale tamping every 2 years |
| China | 350 km/h | Big-data TMS, predictive maintenance using digital twins |
18. MCQs for Practice
-
The maximum permissible gauge variation for BG Group-A route is
a) ±10 mm b) +6 mm / –3 mm c) +8 mm / –4 mm d) ±5 mmAnswer
b) +6 mm / –3 mm -
Minimum ballast cushion prescribed for BG high-speed track is
a) 150 mm b) 200 mm c) 250 mm d) 300 mmAnswer
c) 250 mm -
Which machine is used for deep screening of ballast?
a) Tamping machine b) DTS c) BCM d) UNOMATAnswer
c) BCM -
The breathing length provided at each end of LWR is
a) 50 m b) 100 m c) 250 m d) 500 mAnswer
b) 100 m -
Preventive grinding of rail is recommended after every
a) 10 MGT b) 40–60 MGT c) 100 MGT d) 150 MGTAnswer
b) 40–60 MGT -
The defect size above which a rail must be removed immediately as per USFD policy is
a) 3% of head area b) 5% c) 8% d) 10%Answer
c) 8% -
Q-value of track more than which limit is considered “Needs attention”?
a) 20 b) 30 c) 40 d) 50Answer
c) 40 -
Who is the overall in-charge of track maintenance for a section?
a) Station Master b) PWI c) ADEN d) DENAnswer
b) PWI -
The policy of converting entire BG network into LWR was adopted in the year
a) 1975 b) 1983 c) 1990 d) 2000Answer
b) 1983 -
The maximum cant deficiency permitted on BG with 60 kg 90 UTS rail is
a) 50 mm b) 75 mm c) 100 mm d) 125 mmAnswer
c) 100 mm -
Which of the following is NOT a cause of rail corrugation?
a) High axle load b) Rail grinding c) Steady braking d) Poor lubricationAnswer
b) Rail grinding -
The frequency of USFD testing for BG main line is
a) 1 month b) 2 months c) 4 months d) 6 monthsAnswer
c) 4 months -
Dynamic Track Stabiliser (DTS) is used for
a) Tamping b) Lining c) Consolidation d) ScreeningAnswer
c) Consolidation -
The first Indian route to use 60 kg 90 UTS rail was
a) Delhi–Mumbai b) Delhi–Howrah c) Mumbai–Chennai d) Delhi–ChennaiAnswer
b) Delhi–Howrah (Howrah–Rajdhani section) -
Which year saw the launch of Track Management System (TMS) on Indian Railways?
a) 2016 b) 2018 c) 2020 d) 2022Answer
c) 2020 -
The maximum vertical acceleration permitted by Oscillograph car for 160 km/h is
a) 0.15 g b) 0.20 g c) 0.25 g d) 0.30 gAnswer
a) 0.15 g (≈5 mm/sec) -
T-49 policy 2023 makes it mandatory to machine-pack track up to how many metres from the tip of switch?
a) 50 m b) 100 m c) 150 m d) 200 mAnswer
d) 200 m
19. Quick-Fire Facts (Memory Hooks)
- 6-3 rule → Gauge tolerance (+6/-3 mm)
- 10-12-15 → Screening cycle in years (BG-MG-NG)
- 100 m → Breathing length
- 40-60 MGT → Grinding interval
- Q-40 → Attention limit
- 8% → USFD removal limit
Revise the above figures & policies thoroughly; 3–4 direct questions appear every year from track maintenance in all RRB technical & non-technical exams.