|
SN
|
Financial Year
|
Broad Area of Achievement
|
Title of Achievement
|
Description of Achievement
|
Likely Benefits
|
Current Status of Implementation
|
|
1.
|
2007-08
|
Freight Throughput
|
Designs for MBG Loading 1987
|
Design of 12.2m & 18.3m Post- tensioned, 4I girder for 1200mm gap for MBG - Loading.
|
Standard design and drawing for IR Expeditious planning and execution.
|
Drawings issued for trial adoption.
|
|
2.
|
2007-08
|
Freight Throughput
|
Design for HM Loading 1995
|
Design of 12.2m(4Unit) Post-tensioned PSC slab for HM Loading.
|
Enhanced freight throughput. Standard design and drawing for IR Expeditious planning and execution.
|
Drawings issued for trial adoption.
|
|
3.
|
2007-08
|
Safety
|
Design for MBG Loading 1987
|
Drawing of 18.3m Post- tensioned, 2I girder.
|
Standard design and drawing for IR Expeditious planning and execution.
|
Drawings in use on Indian Railways
|
|
4.
|
2007-08
|
Standardization
|
Design of Open Web Girder (OWG) bridge (underslung type)
|
Design and drawing of 61.0mtr underslung girder for MBG loading
|
Standard design and drawing for IR Expeditious planning and execution.
|
Used for constructing standard bridges on IR
|
|
5.
|
2007-08
|
Standardization
|
Design of Pot-PTFE Bearing
|
Design of Pot-PTFE bearing of underslung girder for 61.0m for MBG loading
|
Standard design and drawing for IR Expeditious planning and execution.
|
Used for fabricating standard bearings on IR
|
|
6.
|
2007-08
|
Standardization
|
Design of H-beam sleeper
|
Design of H-beam sleeper for welded girder bridge for BG
|
Standard design and drawing for IR Expeditious planning and execution.
|
Used for fabricating standard bearings on IR
|
|
7.
|
2007-08
|
Standardization
|
Design of OWG for 25t loading
|
Design & drawing of welded type OWG for 30.5m & 45.7m, 61.0m & 76.2m for 10 million cycles.
|
Standard design and drawing for IR Expeditious planning and execution.
|
Used for constructing standard bridges on IR
|
|
8.
|
2007-08
|
Standardization
|
Design of OWG of welded type DFC loading (32.5t axle load)
|
Design and drawings of welded type girder OWG for 30.5m for 10 million cycles for DFC loading
|
Standard design and drawing for IR Expeditious planning and execution.
|
To be used for DFC corridors
|
|
9.
|
2008-09
|
Freight Throughput
|
Design for 25 t
|
Design of 12.2m Post- tensioned, 4I girder. Desing of 3.05m, 3.66m, 4.57m, 6.10m & 9.15m(3 unit) Pretensioned PSC slab. Design of 12.2m Post- tensioned, 2I girder (Straight and Curved alignment) &18.3m 2I girder.
|
Standard design and drawing for IR Expeditious planning and execution.
|
Drawings issued for trial adoption.
|
|
10.
|
2008-09
|
Freight Throughput
|
Design for DFC Loading.
|
Design of 6.10m(3unit) Pre-tensioned PSC slab.
|
Enhanced throughput.
|
To be used for DFC Corridor.
|
|
11.
|
2008-09
|
Standardization
|
Standard drawing for 25t loading – 2008 plate girder welded type
|
The drawings of plate girder welded type for 10 million cycles for 12.2m span,18.3m span and 24.4 span.
|
For standardization of designs and to avoid repetitive work. Improvement in efficiency of system.
|
Used for constructing standard bridges on IR
|
|
12.
|
2008-09
|
Standardization
|
Standard drawing for DFC loading (32.5t axle load) plate girder welded type
|
The drawings of plate girder welded type for 10 million cycles for 12.2m span,18.3m span and 24.4m span.
|
For standardization of designs and to avoid repetitive work. Improvement in efficiency of system.
|
To be used for DFC corridors.
|
|
13.
|
2008-09
|
Throughput Enhancement
|
Design of Concrete Bridges for 25t loading-2008
|
RCC slabs for standard spans of 0.61m, 0.92m, 1.22m, 1.83m and 2.44m.
|
Enhanced throughput.
|
Used for constructing standard bridges on IR
|
|
14.
|
2008-09
|
Throughput Enhancement
|
Design of concrete bridges for DFC loading
|
RCC slabs for standard spans 0.61m, 0.92m, 1.22m, 1.83m and 2.44m
|
Enhanced throughput.
|
To be used for DFC corridors
|
|
15.
|
2008-09
|
Throughput Enhancement
|
Design for HM loading-1995.
|
Standardisation of provisional drawing of 3.05m, 3.66m & 4.57m PSC Slabs.
|
Enhanced throughput.
|
Drawings in use on Indian Railways
|
|
16.
|
2009-10
|
Freight Throughput
|
Designs for DFC loading -2008.
|
Design of 3.05, 3.66, 4.57 & 9.15m Pre-tensioned PSC slab for 32.5t (DFC) Loading.
|
Standard design and drawing for IR Expeditious planning and execution & throughput enhancement
|
To be used for DFC Corridor
|
|
17.
|
2009-10
|
Freight Throughput
|
Designs for 25 t loading-2008
|
Design of 24.4m Post- tensioned, PSC, Box girder for 25t Loading.
|
Safety, throughput enhancement.
|
Drawings issued for trial adoption.
|
|
18.
|
2009-10
|
Safety
|
Development of Channel sleeper
|
Checking of design of channel sleeper on curves at 20 kmph for NG
|
Passenger safety.
|
Result released to Railways for use.
|
|
19.
|
2009-10
|
Standardization
|
Standard drawing Composite girder welded type for 25t loading 2008
|
The drawings of Composite girder welded type for 10 million cycles for 24.4m span, 12.2m span, 18.3m span and 30.5m span.
|
Standard design and drawing for IR Expeditious planning and execution, Throughput Enhancement.
|
Used for constructing standard bridges on IR
|
|
20.
|
2009-10
|
Throughput Enhancement
|
Design of Concrete Bridges for DFC loading.
|
Mass concrete Pier and Abutment for 6.1m and 9.15m span PSC slabs
|
Standard design & drawings for IR.
|
Implemented.
|
|
21.
|
2009-10
|
Throughput Enhancement
|
Design of Concrete Bridges for 25t loading-2008
|
Mass concrete Pier and Abutment for 6.1m & 9.15m span PSC slabs.
|
|
Implemented.
|
|
22.
|
2010-11
|
Freight Throughput
|
Designs for 25t loading-2008
|
Design of 12.2m(4Unit) & 9.15m(2Unit) Post-tensioned PSC slab. Design of 3.05, 3.66, 4.57, 9.15m(3unit) & 6.1m Pre-tensioned PSC slab.
|
Standard design and drawing for IR Expeditious planning and execution and throughput enhancement.
|
Drawings issued for trial adoption on IR.
|
|
23.
|
2010-11
|
Safety
|
Evaluation of Vibration Signature Analysis for Condition Assessment of Concrete Bridges
|
It has been concluded that Vibration signature as a technique to monitor condition of bridge cannot be used at present and Deflection is a better parameter to monitor condition of bridge. A&C No. 22 to IRBM regarding measurement of camber/deflection has been issued.
|
Ensuring safety by regular health monitoring of bridges.
|
Implemented.
|
|
24.
|
2010-11
|
Safety
|
Design of men refuge
|
Design of man refuge for OWG
|
Safety of workforce.
|
Design released for implementation on IR.
|
|
25.
|
2010-11
|
Throughput Enhancement
|
Design of Concrete Bridges for 25t loading-2008
|
Mass concrete Pier and Abutment for 12.2m span composite girders
|
Standard design and drawing for IR Expeditious planning and execution
|
Used for constructing standard bridges on IR
|
|
26.
|
2010-11
|
Throughput Enhancement
|
Design of Open Web Girder bridge for DFC loading
|
Design & drawing of welded type OWG for 45.7m for 10 million cycles.
|
Standard design and drawing for IR Expeditious planning and execution
|
To be used for DFC Corridor
|
|
27.
|
2010-11
|
Throughput Enhancement
|
Design of channel sleeper for DFC loading
|
Design & drawings of H-beam sleeper.
|
Standard design and drawing for IR Expeditious planning and execution
|
To be used for DFC Corridor
|
|
28.
|
2010-11
|
Throughput Enhancement
|
Design of Concrete Bridges for 25t loading-2008
|
Single RCC Box culverts for spans 2 to 6m (324 combinations for span, height and earthfill)
|
Standard design and drawing for IR Expeditious planning and execution
|
Used for constructing standard bridges on IR
|
|
29.
|
2010-11
|
Throughput Enhancement
|
Design of Concrete Bridges for DFC loading
|
Single RCC Box culverts for spans 2 to 6m (324 combinations for span, height and earthfill)
|
Standard design and drawing for IR Expeditious planning and execution
|
Used for constructing standard bridges on IR
|
|
30.
|
2010-11
|
Throughput Enhancement
|
Design of Concrete Bridges for 25t loading-2008.
|
Mass concrete Pier and Abutment for 12.2m span PSC 2I Girders
|
Standard design and drawing for IR Expeditious planning and execution
|
Used for constructing standard bridges on IR
|
|
31.
|
2011-12
|
Safety, Reliability
|
Suitability checking of existing superstructure drawings for 25t Loading 2008.
|
Suitability of restricted height PSC girder of 18.3m span (MBG Design).
|
Avoiding new construction for spans found suitable, Safety and throughput enhancement.
|
Results released for use by Zonal Railways.
|
|
32.
|
2011-12
|
Standardization
|
Standard Drawing for “Details of skew arrangement of composite Girder ROBs for 18m,24m,30m and 36m clear spans”.
|
The Drawing of Details of skew arrangement of Composite Girder ROBs for 18m, 24m, 30m and 36m to IRC Loadings was issued.
|
Standard design and drawing for IR Expeditious planning and execution
|
Issued for use of Zonal Railways.
|
|
33.
|
2011-12
|
Standardization
|
Standard Drawing for Composite girder welded type 36.0m span IRC-6 Loading
|
The drawing for Composite girder welded type 36.0m span IRC-6 Loading was issued.
|
Standard design and drawing for IR Expeditious planning and execution
|
Issued for use of Zonal Railways.
|
|
34.
|
2011-12
|
Standardization
|
Design of washing pit line.
|
Design of washing pit line was developed.
|
Standard design and drawing for IR Expeditious planning and execution
|
Issued for use of Zonal Railways.
|
|
35.
|
2011-12
|
Standardization
|
Drawing of Cribs for Piers used for Temporary Arrangement for 25t Loading
|
The Standard Drawings of Cribs for Pier used for Temporary Arrangement for 25t Loading has been issued. The Drawings mention new type of clamps for C.C. Cribs and sill clamps and also introduce a new ‘top clamp” for use in temporary arrangements
|
Standard design and drawing for IR Expeditious planning and execution
|
Issued for use of Zonal Railways.
|
|
36.
|
2011-12
|
Standardization
|
The standard drawings for the Restricted head plate girder for 14.4m and 26.8m overall length for use as temporary arrangement.
|
The standard drawings for the Restricted head plate girder for 14.4m and 26.8m overall length were issued for use as temporary arrangement.
|
Standard design and drawing for IR Expeditious planning and execution
|
Issued for use of Zonal Railways.
|
|
37.
|
2011-12
|
Throughput Enhancement
|
Design of Concrete Bridges for 25t Loading 2008.
|
Mass concrete Pier and Abutment for 12.2m span PSC slabs (4 Units).
|
Standard design and drawing for IR Expeditious planning and execution
|
Used for constructing standard bridges on IR.
|
|
38.
|
2011-12
|
Throughput enhancement.
|
Design of PSC Slabs for 25t Loading 2008.
|
Design of 3.05, 3.66, 4.57, 9.15m(3unit) & 6.1m PSC slab suitable for severe environment condition.
|
Standard design and drawing for IR Expeditious planning and execution. Throughput enhancement.
|
Used for constructing standard bridges on IR.
|
|
39.
|
2012-13
|
Standardization
|
The standard drawings for the Restricted head plate girder for 20.4m overall length for use as temporary arrangement.
|
The new standard drawings for the Restricted head plate girder for 20.4m overall length for use in temporary Arrangement
|
Standard design and drawing for IR Expeditious planning and execution. Safety
|
Released for use by Zonal Railways.
|
|
40.
|
2012-13
|
Throughput Enhancement
|
Design of Concrete Bridges for DFC loading
|
Twin RCC Box Culverts for span 3 to 6m (189 combinations for spans, height and earthfill)
|
Standard design and drawing for IR Expeditious planning and execution
|
Used for constructing standard bridges on IR.
|
|
41.
|
2012-13
|
Throughput Enhancement
|
Design of Concrete Bridges for 25t loading-2008
|
Segmental RCC Box culverts for Limited Height Subways (18 combinations for spans, height and earthfill)
|
Standard design and drawing for IR Expeditious planning and execution
|
Used for constructing standard bridges on IR.
|
