Maintenance of Track carrying HAL Deep Screening Pradeep

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Maintenance of Track carrying HAL - Deep Screening Pradeep Kumar Garg, Chief Engineer (TM),

Maintenance of Track carrying HAL - Deep Screening Pradeep Kumar Garg, Chief Engineer (TM), Central Railway

Introduction � Increasing Speeds & Running HAL is a necessity �Goal – to run

Introduction � Increasing Speeds & Running HAL is a necessity �Goal – to run the trains safely – With Least disturbance to traffic �Maintenance of Track is of utmost importance �Track requiring least maintenance �Speed of maintenance & quality of work

Basic Requirements of Track �Structural Integrity of Components �Strength v/s stresses �Track Geometry �Bringing

Basic Requirements of Track �Structural Integrity of Components �Strength v/s stresses �Track Geometry �Bringing Track to requisite geometry �Retentivity of track geometry �Role of Track Machines

Factors affecting Track Geometry �Initial Laying Standards of Track �Stability of Formation �Characteristics of

Factors affecting Track Geometry �Initial Laying Standards of Track �Stability of Formation �Characteristics of Traffic �Standards of track maintenance & Quality of work done �Rail Wheel Interaction �Condition of Ballast

Role of Ballast �Means of correction to Track Geometry �Providing Good Drainage �Providing Resiliency

Role of Ballast �Means of correction to Track Geometry �Providing Good Drainage �Providing Resiliency to Track �Distribution of Load �Deep Screening �Prior to TSR/CTR �Once in 10 years �Intermediate D. S. on condition basis

Unclean Ballast �No drainage �Increased stresses Ø HIGH Stresses on Track Components �Crushed GRSP

Unclean Ballast �No drainage �Increased stresses Ø HIGH Stresses on Track Components �Crushed GRSP �Notched/ Broken Sleepers �Rail / weld breakages Ø Poor Running Ø Fast deterioration of Track Geometry

Deep Screening on Central Railway Div BB BSL NGP PUNE SUR C. Rly. Deep

Deep Screening on Central Railway Div BB BSL NGP PUNE SUR C. Rly. Deep Screening of Plain Track Total M/L Track (Km) Due for D. S. (Km) % Due Deep Screening of Turn- Require outs Total M/L turnouts (Nos) Due for D. S (Nos) % Due 1241 923 74. 4 1091 657 60. 2 1448 770 53. 2 680 211 31. 0 1732 446 25. 8 731 217 29. 7 639 336 52. 6 328 97 29. 6 1087 296 27. 2 478 72 15. 1 6147 2771 45. 1 3308 1254 37. 9 ment of D. S. per year 206 196 228 89 145 863

Progress of Deep Screening Div BB BSL NGP PUNE SUR C. Rly. Progress by

Progress of Deep Screening Div BB BSL NGP PUNE SUR C. Rly. Progress by BCM in 2015 -16 Plain Track Turn-outs* Total 41. 9 78. 4 59. 6 21. 9 35. 9 237. 7 3 8 33 5 30 79 Progress/mc/ month in 2015 -16 44. 1 84. 4 25. 7 58. 4 297 No. of BCMs on C. Rly. in 2015 -16 = 8 One more BCM commissioned in June 2016 2. 23 3. 53 3. 46 2. 97 3. 32 3. 15

Progress Parameters for BCM �Railway Board’s Stipulations �Block 4 hours /day �Progress per effective

Progress Parameters for BCM �Railway Board’s Stipulations �Block 4 hours /day �Progress per effective hour = 200 m �Effective block for work = 3 hours � 25 working days in a month �Progress per BCM per month = 15 km �Avg Progress /mc/month on CR = 3. 15 km �Avg Progress /mc/month on IR = 4. 25 km �Highest Progress on IR (WCR) = 5. 5 km

Why Dismal Progress of D. S. ? �Obstructions in the track �Cables, Foundations, Boulders,

Why Dismal Progress of D. S. ? �Obstructions in the track �Cables, Foundations, Boulders, Rails, tie bars etc �Sleepers, Side drains, old parapet walls etc �Under ballasting/over ballasting in the section �Fixed Structures (LC/GB) encountered in the section � 2 BCMs working in group – patch complete �Wet soil - Jamming of screens, Jamming of cutter chain �Availability of ETA in the section �Blocks granted & Duration of Block

Availability of Corridor Blocks Division Section BSL IGP-BSL BSL-KNW PUNE-LNL PUNE-DD SUR DD-MO MO-SUR

Availability of Corridor Blocks Division Section BSL IGP-BSL BSL-KNW PUNE-LNL PUNE-DD SUR DD-MO MO-SUR SUR-WD Road DN UP DN/UP/SL DN UP DN/UP/SL Corridor block (hrs. ) 1’ 30’’ to 3’ 00’’ 1’ 20’’ to 1’ 30’’ 2’ 00’’ to 2’ 50’’ 2’ 15’’ 2’ 00’’ 2’ 05’’ 2’ 00’’ to 2’ 15’’ 1’ 15’’ to 2’ 35’’ 2’ 30’’ to 3’ 00’’ 2’ 50’’ 1’ 15’’ to 2’ 15’’

40 38 50 35 34 45 39 52 41 50 42 55 55 57

40 38 50 35 34 45 39 52 41 50 42 55 55 57 57 60 58 61 65 Block/mc/mth Progress/mc/mth -17 16 20 -16 15 20 -15 14 20 -14 13 20 -13 20 12 12 1120 20 10 -11 40 48 46 44 42 40 38 36 34 32 30 Progress per month (kms) Blocks per month (Hours) Plain Tampers – Blocks & Progress

44 42. 9 51 52 53 54 53 52 51 50 49 48 47

44 42. 9 51 52 53 54 53 52 51 50 49 48 47 46 45 44 34. 5 37. 3 35. 7 38 36 46 36. 4 40 48 36. 0 48 49 40. 4 42 34 Progress/mc/mth -17 16 20 -16 15 20 -15 14 20 -14 13 20 -13 12 20 12 1120 20 10 -11 32 Block/mc/mth Progress per month (t/outs) Blocks/month (Hours) UNIMAT – Blocks & Progress

49 43 4. 1 3. 5 3. 1 3. 0 4. 5 4. 0

49 43 4. 1 3. 5 3. 1 3. 0 4. 5 4. 0 3. 5 39 42 43 44 46 50 48 46 44 42 40 38 36 34 32 30 3. 2 3. 1 Progress per month (kms) 3. 0 2. 7 2. 5 Block/mc/mth Progress/mc/mth -17 16 20 -16 15 20 -15 14 20 -14 13 20 -13 12 20 12 1120 10 -11 2. 0 20 Blocks/month (Hours) BCM – Blocks & Progress

% increase in Blocks & Progress Dec 2016 over Nov 2016 Dec 2016 over

% increase in Blocks & Progress Dec 2016 over Nov 2016 Dec 2016 over Dec 2015 • With 18% increase in blocks, BCM progress increased by 31% • With 78% increase in blocks, BCM progress increased by 153%

Requirement of BCMs on CR �Track Length on CR = 6150 kms �Turn-outs on

Requirement of BCMs on CR �Track Length on CR = 6150 kms �Turn-outs on main line = 3308 �Arrears of DS on plain track = 2770 kms �Arrears of DS for turn-outs = 1254 nos. �To wipe out arrears + DS due in next 5 yrs, DS to be done per year = 930 kms �Assuming progress of 4 kms/year/BCM (+30%), no. of BCMs required = 20

Bridging The Gap Increasing Output of Machines �Condemnation of old & inefficient machines in

Bridging The Gap Increasing Output of Machines �Condemnation of old & inefficient machines in phased manner �Maintenance of machines on sound principles �Use of original/ branded spares �Removal of Obstructions in advance �Optimum Ballasting of track �Faster relaxation of SRs

Bridging The Gap Increasing Traffic Blocks �Is there any incentive for Traffic Deptt for

Bridging The Gap Increasing Traffic Blocks �Is there any incentive for Traffic Deptt for granting the blocks �Is it possible to grant longer blocks continuously when adequate corridors have not been provided �Imposing SRs if deep screening is in arrears

The Way Ahead & Conclusions �Timely Deep Screening of Track – Essential for proper

The Way Ahead & Conclusions �Timely Deep Screening of Track – Essential for proper track behaviour �Rationalization of frequency of Deep Screening �Ensuring proper upkeep & performance of machines �Measures for increasing output of machines

The Way Ahead & Conclusions �Creating margins for corridor blocks in WTT �Regulation of

The Way Ahead & Conclusions �Creating margins for corridor blocks in WTT �Regulation of trains; TSL for granting blocks �Joint Accountability of Engg. & Traffic Deptt for the work �Integrated Block Planning �Group working of machines �Manual Deep Screening at selected locations

THANKS

THANKS