Post on 14-Sep-2018
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Standards needs for HS and CR INF TSI
Referenced documents:
...\..\..\GV\TSI adopted\TSI Infra\ST13EN04 INS - part 2 - TSI text - original.doc ..\..\..\GV\TSI adopted\TSI Infra\DV87EN02 Comments on revised HS INS TSI.doc ..\..\..\GV\REv.Guideline\Tableau GuidelineJPRINF01_2007_updated version.doc ..\\..\\..Standards needs for HS and CR RST TSI.doc
• ..\..\Normalisation\Travaux CEN\Liste des EN en cours\TC 256 brut.xls • …\\..\ERA\ERA-CEN meeting_070625\IU-INF-070328-TSI 1.2.doc •
CEN/CENELEC Work (column 6): Nothing; CEN On going work; EN assessment; EN revision; New EN; Research program CEN/CENELEC follow-up for CR-TSI (column 10): Same thing as HS; According TSI content; Already taken into account in CEN work; Extend the scope of the (pr)EN to all INF; new work needed TSI requirements versus EN requirements. Proposal (column 11): Proposals of work to separate the mandatory requirements of the EN referred in TSI and voluntary requirements of the harmonized standard which are referred in the annexes Z of the EN.
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 1/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 I TSI §§ and Annexes with direct references to Standards
I 1 4.2.4.1 Minimum structure gauge
PrEN 15273-3: 2008 Gauges - Part 3 -Obstacle gauges :chapters 5, 7, 10 and the Annex C
Formal vote
The draft TSI for CR quotes prEN 15273-3 for safe clearanc
I 2 4.2.4.2 Distance between track centres
PrEN 15273-3: 2008 Gauges - Part 3 -Obstacle gauges :chapter 9
Formal vote
Finalization achieved
The draft TSI for CR quotes prEN 15273-3 for safe clearanc
I 3 4.2.4.4. Minimum radius of horizontal curve
EN 13803-2:2006 Track gauges 1435 and wider -Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of curvature paragraph 8.4
Applies to reverse curves with radii in the range from 150 m up to 300 m
I 4 4.2.9.2 Equivalent conicity Design value
EN 15302:2008 - Method for determining the equivalent
UIC 519 (Transfer
of UIC 519 into EN)
Same thing as HS
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 2/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 4.2.5.5.1 Design value for equivalent conicity
conicity
I 5 4.2.9.2 Equivalent conicity Design value 4.2.5.5 Design value for equivalent conicity
EN 13715:2006 Wheelsets and bogies – Wheels – Tread profile
UIC 510-2 According TSI content There are no requirements for speed less or equal than 160km/h
May be other tread profiles to add in EN 13715: 2006 Annex Z to be updated
I 6 4.2.13.1 Track Resistance - Lines of category 1- Vertical load-
I 7 4.2.13.1 Track Resistance - Lines of category 1-Longitudina load-c) Longitudinal
EN1991-2:2003 Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges
WG 10
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 3/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 forces due to interaction between structures and track
clause 6.5.4
I 8 4.2.14.1 Traffic load on structures-Vertical loads 4.2.8.1.1 Vertical load
EN1991-2:2003 Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges paragraphs 6.3.2 (2), 6.3.3 (3) ; paragraphs 6.3.2 (3) and 6.3.3 (5) ; paragraphs 6.4.3 (1) and 6.4.5.2 (2)
Same thing as HS Specific values for axle loads greater than 22.5 t Adding of load model SW/2 and reference to EN 1991-2:2003 § 6.3.3(4)
I 9 4.2.14.1 Traffic load on structures-Vertical loads 4.2.8.1.1 Vertical load
EN 1990:2002/A1: 2005
Same thing as HS TSI Annex A2 EN 1990-2
I 10 4.2.14.2 Traffic load on structures- Dynamic analysis
EN1991-2:2003 Eurocode 1: Actions on structures -
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 4/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11
Part 2: Traffic loads on bridges section 6.4.4 ; paragraphs 6.4.6.1.1 (3), (4), (5) and (6) ; paragraph 6.4.6.2 (1) ; paragraph 6.4.6.5 (3)
I 11 4.2.14.2 Traffic load on structures- Dynamic analysis
EN 1990:2002/A1
I 12 4.2.14.3 Traffic load on structures--Centrifugal forces 4.2.8.1.3 Centrifugal forces
EN1991-2:2003 Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges paragraphes 6.5.1 (2), (3)P, (4)P, (7) and (9)
Same thing as HS EN 1991-2:2003
I 13 4.2.14.4 Traffic load on structures Nosing forces
EN1991-2:2003 Eurocode 1: Actions on structures -
Same thing as HS EN 1991-2:2003
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 5/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 4.2.8.1.4 Nosing force
Part 2: Traffic loads on bridges paragraphs 6.5.2 (2),(3).
I 14 4.2.14.5 Traffic load on structures Actions due to traction and braking (Longitudinal loads) 4.2.8.1.5 Actions due to traction and braking (Longitudinal loads)
EN1991-2:2003 Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges paragraphs 6.5.3 (2) P, (4), (5) and (6)
Same thing as HS EN 1991-2:2003
I 15 4.2.14.6 Traffic load on structures Longitudinal forces due to interaction between structures and track
EN1991-2:2003 Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges - clause 6.5.4.
I 16 4.2.14.7 Aerodynamic actions from passing trains on
EN1991-2:2003 Eurocode 1: Actions on structures -
.
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 6/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 line side structures
4.2.8.3.Resistance of structures over or adjacent to tracks
Part 2: Traffic loads on bridges section 6.6
I 17 4.2.8.2 Equivalent vertical loading for earthworks and earth pressure effects
Paragraph 6.3.6.4.
Paragraphs 6.3.2 (3)P.
I 18 4.2.14.8 Application of the requirements of EN1991-2:2003 New clause recently include related to this area
EN1991-2:2003 Eurocode 1: Actions on structures - Part 2: to be applied in accordance with a National Annex where this exists.
Same thing as HS EN 1991-2:2003
I 19 4.2.9.1.Determination of
EN13848-1: 2003 –- Track
EN revision
WG 28 00256274
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 7/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 immediate action, intervention and alert limits
geometry quality – Part 1 :Characterisation of track geometry and EN13848-1: 2003/prA1:2008 chapter 5.
I 20 5.3.1.1 Railhead profile a) Plain line
EN 13674-1: 2003-Track- Rail - Part 1 : Vignole railway rails 46kg/m and above - Annex and EN 13674-2003/prA1-2006
EN revision
WG 4 00256204 Annex Z to be updated
I 21 5.3.1.1 Railhead profile b) Switches and crossings
EN 13674-2: 2003- Track- Rail - Part 2 : Switch and crossing rail used in conjunction with Vignole railway rails 46kg/m and above - annex A
Wrong reference for EN 13674-2 Published in 2006
Annex Z to be updated
I 22 5.3.1.3 Steel grade a) Plain EN 13674-1:
EN revision
WG 4 00256204
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 8/29
Issued by CMC 2007-12
(1) e to the corresponding § of CR TSI in blue
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 9/29
Referenc
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 line
2003-Track- Rail - Part 1 : Vignole railway rails 46kg/m and above - Annex A Chapter 5.
I 23 5.3.1.3 Steel grade b)Switches and crosings
EN 13674-2: 2003- Track- Rail - Part 2 : Switch and crossing rail used in conjunction with Vignole railway rails 46kg/m and above - annex A Chapter 5.
Wrong reference for EN 13674-2 Published in 2006
Annex Z to be updated
I 24 5.3.2 The rail fastening systems a) the minimum resistance to rail longitudinal slip
EN 13481-2:2002 – Performance requirements for fastening systems - Part 2 – Fastening for concrete sleepers
EN revision
WG 17 00256196 EN 13481-2/A1:2006 published
To add the reference to A1 2006 To add the reference of EN 13481-2 Annex B for the dynamic stiffness of the rail pad. Annex Z to be updated.
I 25 5.3.2 The rail fastening systems b) the resistance to repeated loading
EN 13481-2: 2002 – Performance requirements for fastening systems – Part 2–
New EN WG 17 00256196 EN 13481-2/A1:2006 published
To add the reference to A1 2006 To add the reference of EN 13481-2 Annex B for the dynamic stiffness of the rail pad.
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11
Fastening for concrete sleeper
Annex Z to be updated
I 26
5.3.2 The rail fastening systems d) Electrical resistance
EN 13146-5: 2002 Test methods for fastening systems - Part 5: Determination of electrical resistance
I 27
5.3.3 Track sleepers and bearers
Annex Z to be updated
I 28 6.1.3. Procedures to be applied for established and novel interoperability constituents
EN 13674-1: 2003-Track- Rail - Part 1 : Vignole railway rails 46kg/m and above - Annex A
EN revision
WG 4 00256204 To delete the reference of the profile 60E2 annexe F of the TSI and substitute it by the reference of prEN 13674-1:2003/prA1-2006 Annex Z to be updated
I 29 6.2.5.2 Assessment of equivalent conicity
EN 13674-1: 2003-Track- Rail - Part 1 : Vignole railway rails 46kg/m and above - Annex A
EN revision
WG 4 00256204 i To delete the reference of the profile 60E2 annexe F of the TSI and substitute it by the reference of prEN 13674-1:2003/prA1-2006 Annex Z to be updated
I 30
6.2.6.2 EN 13848-1.2003
EN revision
WG 28 00256274 Same thing as HS Annex Z to be updated
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 10/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 Assessment of minimum value of mean track gauge 6.2.5.3 Assessment of minimum value of mean track gauge
Track geometry quality – Part 1:Characterisation of track geometry
EN13848-1: 2003 –- Track geometry quality – Part 1:Characterisation of track geometry and EN13848-1: 2003/prA1:2008 chapter 5.
I 31 7 - Correlation of categories of line with vehicle performance
and annex E
EN 15528:2008 Line categories for Managing between load limits of vehicles and infrastructure section 6, annex A, J and K
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 11/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 II. TSI §§ and Annexes without direct references to Standards
II 1. 4.2.2 Nominal track gauge 4.2.5.1 Nominal track gauge
EN 13848-1: 2003 –Track geometry quality – Part 1:Characterisation of track geometry
EN revision
WG 28 00256nnn Same thing as HS EN 13848-1:2003-prA1:2006 to be added Annex Z to be updated
II 2. 4.2.3 Minimum infrastructure gauge 4 .2.4.1 Minimum structure gauge
prEN 15273 – 1:- Gauges – part 1 – Generalities: Common rules for Infrastructure and Rolling Stock
HS TSI Freihgt wagons annex C,T,U, W, GG
Formal vote
Same thing as HS Limited to structure gauge within CR TSI
II 3. 4.2.3 Minimum infrastructure gauge 4 .2.4.1 Minimum structure gauge
prEN 15273-3: - Gauges – part 3 –Obstacle gauges
HS TSI Freihgt wagons annexes C,T,U,W, GG UIC 505-1
Formal vote
Finalization achieved
Already taken into account in ERA work but limited to structure gauge The draft TSI for CR quotes prEN 15273-3 for safe clearance
Maximum height of check rail is 70 mm in HS TSI and CR TSI and 80mm within EN 15273-3, in coherence with EN 13232-9 that requires maximum height of 80mm These values shall be harmonised
II 4 4.2.4 Distance between track centres 4.2.4.2 Distance between track centres
prEN 15273-3: - Gauges – part 3 –Obstacle gauges
HS TSI Freihgt wagons annexes C,T,U,W, GG UIC 505-1
Formal vote
Finalization achieved
Already taken into account in ERA work The draft TSI for CR quotes prEN 15273-3 for safe clearance. Besides, it also quotes EN 14067-4 and EN 14067-5
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 12/29
Issued by CMC 2007-12
(1) e to the corresponding § of
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 13/29
Referenc CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 II 5 4.2.6 Minimum
radius of curvature
prEN 13803-1 Track gauges 1435 and wider - Part 1: Characterisation of track geometry
EN revision
WG 15 00256099 Finalization underway
Same thing as HS Annex Z to be updated
II 6 4.2.6 Minimum radius of curvature 4.2.4.4 Minimum radius of horizontal curve
EN 13803-2: 2006 Track gauges 1435 and wider -Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of curvature
Already taken into account in ERA work CR TSI quotes prEN 13803-2 for reverse curves
Annex Z to be updated
II 7 4.2.7 Track cant 4.2.5.2 Cant
prEN 13803-1:2002-Track gauges 1435 and wider-part 1:Characterisation of track geometry
EN revision
WG15 00256099 Finalization underway
According TSI content
Values of the standard to be harmonized with those of the TSIs Annex Z to be updated
II 8. 4.2.7 Track cant 4.2.5.2 Cant
EN 13803-2:2006 - Track gauges 1435 and wider - Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature
According TSI content
Values of the standard to be harmonized with those of the TSIs Annex Z to be updated
II 9 4.2.7 Track cant EN 14363: 2005 – UIC 518 EN WG10 00256232 According TSI
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 4.2.5.2 Cant
Testing for the acceptance of running characteristics of railway vehicles – Testing of running behaviour and stationary tests
UIC 518-1UIC 518-2UIC 530-2UIC 432
revision 00256233 content
II 10 4.2.8 Cant deficiency 4.2.5.4.1 Cant deficiency on plain track and on the through route of switches and crossing
prEN 13803-1 Track gauges 1435 and wider - Part 1: Characterisation of track geometry
EN revision
WG 15 00256099 Finalization underway
Same thing as HS Values of the standard shall be harmonized with those of the TSIs
II 11 4.2.8 Cant deficiency 4.2.5.4.1 Cant deficiency on plain track and on the through route of switches and crossing
EN 13803-2; 2006 Track gauges 1435 and wider – Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature
Same thing as HS Values of the standard to be harmonised with these of the TSIs Annez ZA to be updated
II 12 4.2.8 Cant deficiency 4.2.5.4.1 Cant deficiency on plain track and on the through
EN 14363: 2005 – Testing for the acceptance of running characteristics of railway vehicles – Testing of running behaviour and
UIC 518 UIC 518-1UIC 518-2UIC 530-2UIC 432
EN revision
WG 10 00256232 00256233
Same thing as HS Annex Z to be updated
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 14/29
Issued by CMC 2007-12
(1) e to the corresponding § of
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 15/29
Referenc CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 route of switches and crossing
stationary tests
II 13 4.2.9 Equivalent conicity 4.2.9.3.1 Minimum value of mean track gauge 4.2.5.5 Equivalent conicity
EN 13848-1: 2003 –- Track geometry quality – Part 1:Characterisation of track geometry
EN revision
WG 28
00256274 Same thing as HS for speed above 160km/h
EN 13848-1: 2003:prA1:2008 to be added. Anne Z to be updated
II 14 4.2.9.3.1 Minimum value of mean track gauge 4.2.5.5 Equivalent conicity
prEN13848-5: 2005 - Track geometry quality – Part 5: Geometric quality assessment
EN assessmen
t
WG 28 00256188 Finalization of work for FV
According TSI content Same thing as HS For speed above 160km/h
Values of IINF TSIs and EN 13848-5 should be harmonized Discrepancies with the EN 14363 relating to limit values shall be solved NB: Need to examine the TSIs text in the detail when the FV version of this standard is produced
II 15 4.2.5.6 Railhead profile for plain line
EN 13674-1: 2003-Track- Rail - Part 1 : Vignole railway rails 46kg/m and above - Annex and EN 13674-2003/prA1-2006
EN revision
WG 4 00256204 To delete the reference of the profile 60E2 annexe F of the TSI and substitute it by the reference of prEN 13674-1:2003/prA1-2006 Annex Z to be updated
II 16. 4.2.10 Track geometrical quality and limits on isolated
EN13848-1: 2003 –- Track geometry quality – Part 1:Characterisation of
EN revision
WG 28
00256274
Same thing as HS for speed above 160 km/h
EN 13848-1: 2003/prA1:2008 to be added Annex Z to be updated
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 defects 4.2.9.1 Determination of immediate action, intervention and alert limits
track geometry and EN13848-1: 2003/prA1:2008
II 17 4.2.10 Track geometrical quality and limits on isolated defects 4.2.9.1 Determination of immediate action, intervention and alert limits
prEN13848-5: 2005 - Track geometry quality – Part 5: Geometric quality assessment
EN assessmen
t
WG 28 00256188 Finalization of work for FV
According TSI content
CR TSI is waiting for maintenance values of EN 13848-5
Discrepancy with the EN 14363 relating to limit values Values should be harmonized NB: Need to examine the TSIs text in the detail when the FV version of this standard is produced NB 2: Probably not sufficiently strict to support this requirement
II 18 4.2.9.2 The immediate action limit for track twist
prEN13848-5: 2005 - Track geometry quality – Part 5: Geometric quality assessment
EN assessmen
t
WG 28 00256188 Finalization of work for FV
According TSI content
CR TSI is waiting for maintenance values of EN 13848-5
Discrepancy with the EN 14363 relating to limit values Values should be harmonized
II 19 4.2.9.3 The prEN13848-5: 2005 - EN WG 28 00256188 Finalization of work According TSI Discrepancy with the EN
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 16/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 17/29
CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 immediate action limit for variation of track gauge
Track geometry quality – Part 5: Geometric quality assessment
assessment
for FV content CR TSI is waiting for maintenance values of EN 13848-5
14363 relating to limit values Values should be harmonized NB:
II 20 4.2.12 Switches and crossings 4.2.6 Switches and crossings
EN 13232-2:2003 - – Switches and crossings – Part 2: Requirements for geometric design
Same thing as HS Annex Z to be added
II 21 4.2.12 Switches and crossings 4.2.6 Switches and crossings
EN 13232-9:2005 – Switches and crossings – Part 9: Layouts
Same thing as HS Maximum height of check rail is 70 mm in HS TSI and CR TSI and 80mm within EN 15273-3, in coherence with EN 13232-9 that requires maximum height of 80mm. The value shall be harmonized Annex Z to be updated
II 22 4.2.12.1 Means
of detection and locking 4.2.6 Switches and crossings
EN 13232-4:2005 – Switches and crossings – Part 4: Actuation locking an detection
Same thing as HS The coherence with the TSIs shall be verified Annex Z to be updated
II 23. 4.2.12.2 Use of swing nose
prEN13232-7:2005 - Switches and crossings - Part 7:
Same thing as HS The coherence with the TSIs shall be verified Annex Z to be updated
Issued by CMC 2007-12
(1) e to the corresponding § of
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 18/29
Referenc CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 4.2.6 Switches and crossings
Crossings with movable parts
II 24 4.2.12.3Geometrical characteristics 4.2.6 Switches and crossings
EN 13232-4:2005 – Switches and crossings – Part 4: Actuation locking an detection
Same thing as HS The coherence with the TSIs shall be verified Annex Z to be updated
II 25 4.2.12.3Geometrical characteristics 4.2.6 Switches and crossings
EN13232-5: 2005 - Switches and crossings - Part 5: Switches
Same thing as HS The coherence with the TSIs shall be verified Annex
Z to be updated
II 26 4.2.12.3 Geometrical characteristics 4.2.6 Switches and crossings
EN13232-6:2005 - Switches and crossings - Part 6: Fixed common and obtuse crossings
Same thing as HS The coherence with the TSIs shall be verified Annex Z to be updated
II 27 4.2.12.4 Geometrical characteristics 4.2.6 Switches and crossings
EN 13232-7:2006 -Switches and crossings - Part 7: Crossings with movable parts
Same thing as HS The coherence with the TSIs shall be verified Annex Z to be updated
II 28 4.2.12.3 Geometrical characteristics
EN 13232-8: 2007 Switches and crossings – part 8
Same thing as HS The coherence with the TSIs shall be verified Annex Z to be updated
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 Expansion devices
II 29 4.2.12.3
Geometrical characteristics 4.2.6 Switches and crossings
EN 13232-9:2006 - Railway applications – Track – Switches and crossings – Part 9: Layouts
Same thing as HS Maximum height of check rail is 70 mm in HS TSI and CR TSI and 80mm within EN 15273-3, in coherence with EN 13232-9 that requires maximum height of 80mm These values shall be harmonised Annex Z to be updated
II 30 4.2.12.3 Geometrical characteristics 4.2.6 Switches and crossings
prEN 15273-3: Gauges-part 3-Obstacle gauges
Formal vote
Finalization of work Same thing as HS Maximum height of check rail is 70 mm in HS TSI and CR TSI and 80mm within EN 15273-3, in coherence with EN 13232-9 that requires maximum height of 80mm These values shall be harmonised Annex Z to be updated
II 31. 4.2.13 Track resistance
prEN 13803-1: Track gauges 1435 and wider - Part 1: Characterisation of track geometry
4.2.7. Track resistance to
EN revision
WG 15 00256099 Finalization underway
Same thing as HS Annex Z to be updated
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 19/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 applied load
II 32 4.2.13 Track resistance 4.2.7. Track resistance to applied load
EN 13803-2:2006 –Track gauges 1435 and wider - Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature
Same thing as HS Values of the standard to be harmonised with these of the TSIs Annez ZA to be updated
II 33 4.2.13 Track resistance 4.2.7. Track resistance to applied load
EN 14363: 2005 – Testing for the acceptance of running characteristics of railway vehicles – Testing of running behaviour and stationary tests
UIC 518 UIC 518-1UIC 518-2UIC 530-2UIC 432
EN revision
WG 10 00256232 00256233
Same thing as HS Annex Z to be updated
II 34 4.2.16 Maximum pressure variation in tunnels 4.2.11.1 Maximum pressure variations in tunne
EN14067-4:2005 - Aerodynamics - Part 4: Requirements and test procedures for aerodynamics on open track
Same thing as HS Annex Z to be updated
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 20/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 Same thing as HS II 35. 4.2.16 Maximum
pressure variation in tunnels 4.2.11.1 Maximum pressure variations in tunnel
EN14067-5:2006 - Aerodynamics - Part 5: Requirements and test procedures for aerodynamics in tunnel
Direct reference in TSI RS
Annex Z to be updated
II 36 4.2.17 Effects of crosswinds 4.2.11.6 Effects of crosswinds
PrEN 1467-6: 2006- Aerodynamics - Part 6: Cross wind effects on railway operation
CEN on going work
WG 6 00256192 Same thing as HS
II 37 4.4.3 Protection of workers against aerodynamic effects 4.4.3 Protection of workers against aerodynamic effects
EN14067-4:2005 - Railway applications - Aerodynamics - Part 4: Requirements and test procedures for aerodynamics on open track
Same thing as HS Annex Z to be updated
II 38. 4.5 Maintenance rules 4.5 Maintenance
EN13848-1: 2003 – Track geometry quality – Part 1:Characterisation of
EN revision
WG 28 00256274 Same thing as HS EN 13848-1 2003 :prA1 2008 to be added Annex Z to be updated
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 21/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 22/29
CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 plan track geometry
II 39 4.5 Maintenance
rules 4.5 Maintenance plan
prEN13848-5: 2005 – Track geometry quality – Part 5: Geometric quality assessment
EN assessmen
t
WG 28 00256188 Finalization of work for FV
According TSI content CR TSI is waiting for maintenance values of EN 13848-5
II 40 4.5 Maintenance rules 4.5 Maintenance plan
EN 13232-9:2006 – Switches and crossings – Part 9: Layouts
Same thing as HS Annex Z to be updated
II 41 4.5 Maintenance rules 4.5 Maintenance plan
prEN 13803-1 Track gauges 1435mm and wider – Part 1: Characterisation of track geometry
EN revision
WG 15 00256099 Finalization underway
Same thing as HS Annex Z to be updated
II 42 4.5 Maintenance rules 4.5 Maintenance plan
EN 13803-2:2006 –Track gauges 1435 and wider – Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature
Same thing as HS Annex Z to be updated
II 43 5.3.1 The rail EN 13674-1: 2003-Track- Rail - Part 1 : Vignole railway rails 46kg/m and above -
EN révision
WG 4 00256204 To delete the reference of the profile 60E2 annexe F of the TSI and substitute it by the reference of prEN
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 Annex and EN 13674-2003/prA1-2006
13674-1:2003/prA1-2006 Annex Z to be updated
II 44 5.3.1 The rail EN 13674-2: 2003- Track- Rail - Part 2 : Switch and crossing rail used in conjunction with Vignole railway rails 46kg/m and above - annex A Chapter 5.
Annex Z to be updated
II 45 5.3.2 Rail fastening system 5.3.2 Rail fastening system
EN 13481-2 Performance requirements for fastening systems – Part 2– Fastening system for concrete sleeper Part 3 – Fastening system for wood sleeper Part 4 - Fastening system for steel sleepers Part 5 – Fastening system for slab track Part 7 – Special fastening system for switches and crossings
Extend the reference to the EN 13481-2 to all the
series of EN 13481
Annex Z to be updated
II 46 5.3.3 Track sleepers and bearers
EN 13230-1 Concrete sleepers and bearers - Part 1: General
EN revision
WG 16 00256255 Extended the reference to the EN 13230-1 to all the
Annex Z to be updated
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 23/29
Issued by CMC 2007-12
(1) e to the corresponding § of
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 24/29
Referenc CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 5.3.3 Track sleepers and bearers
requirements and the relevant EN of the series ( EN 13230-2 up to EN 13230 –5)
series of EN 13230
II 47 5.3.4 Switches and crossings a)Means of detection and locking
EN 13232-4-2005: Switches and crossings - Part 4: Actuation, locking and detection
Same thing as HS Annex Z to be updated The coherence with the TSIs shall be verified
II 48 5.3.4 Switches and crossings b) Use of
swing nose
EN 13232-6-2005: Switches and crossings - Part 6: Fixed common and obtuse crossings and EN 13232-7 Switches and crossings - Part 7: Crossings with movable parts
Same thing as HS Annex Z to be updated The coherence with the TSIs shall be verified
II 49 5.3.4 Switches and crossings c) geometrical characteristics
EN 13232 series, mainly part 2, part 3, part 5,part 6, Part 7, part 8, part 9
Same ting as HS Annex Z to be updated The coherence with the TSIs shall be verified
II 50 Annex E EN 13232-7:2006 - According TSI The coherence with the
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11
Switches and crossings - Part 7: Crossings with movable parts
content
TSIs shall be verified Annex Z to be updated
II 51 Annex E
EN 13232-9:2006 - Railway applications – Track – Switches and crossings – Part 9: Layouts
According TSI content
Maximum height of check rail is 70 mm in HS TSI and CR TSI and 80mm within EN 15273-3, in coherence with EN 13232-9 that requires maximum height of 80mm These values shall be harmonised Annex Z to be updated
II 52 Annex F 1
EN 13674-1: 2003-Track- Rail - Part 1 : Vignole railway rails 46kg/m and above - Annex A
EN revision
WG 4 00256204 According TSI content EN 13674-1:2003/prA1 already taken into account in part 5 of CR TSI
To delete the reference to profile 60E2 annexe F of the TSI and substitute it by the reference of prEN 13674-
1:2003/prA1-2006 Annex Z to be updated
II 53 Annex F
EN 13674-2: 2003- Track- Rail - Part 2 : Switch and crossing rail used in conjunction with Vignole railway rails 46kg/m and above - annex A
Wrong reference for EN 13674-2 Published in 2006
According TSI content EN 13674-2: 2006/prA1 already taken into account in part 5 of CR TS
To delete the reference of the profile 60E2 annexe F of the TSI and substitute it by the reference of prEN 13674-2 :2006 annex A Annex Z to be updated
III TSI §§ and Annexes with a need of new standards
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 25/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 III.1
4.2.13 Track
resistance
4.2.7.2 Longitudinal rail restraints a)&b)
New EN WG ? Nothing Longitudinal loads. Actions due to traction and braking are defined at the level of structures but nor for the plain line. These characteristics are important mainly with the use of braking systems which dissipate kinetic energy through heating the rail for service braking
New work needed
III 2 4.2. 15 Global track stiffness 4.2.5.8 Track stiffness
New EN CEN Nothing Requirements for track stiffness as a complete system are an open point. For both HS and CR TSI
New work needed
III 3 4.2.19 Noise and vibrations 4.2.11.3 Noise and vibration limits and mitigation
New EN CEN Nothing New work needed
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 26/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 measures
III 4 4.2.26.2 Train external cleaning facilities 4.2.13.2 Train external cleaning facilities
New EN CEN Nothing A new EN should defined standard requirements taking into account the gauge and the environmental conditions of a washing machine in accordance with the TSIs
New work needed
III 5 4.2.26.3 Water restocking 4.2.13.3 Water restocking
New EN CEN Nothing According TSIS content
New work needed
III 6 4.2.26.5 Refuelling 4.2.13.5 Refuelling
New EN CEN Nothing A new EN should define standard refuelling equipments, taking into account the Directive 98/83/EC and the environmental aspects of the refuelling operation
New work needed
III 7 4.2.27 Ballast pick up
New EN CEN/WG 6
Nothing Open point of the TSI.
New work needed
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 27/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Available Standards Technical Subject
HS-INF-TSI Section(1)
Direct References in TSI
Recommended In Application Guide
Other Available Document
s.
CEN/ CENELEC
Work
Allocated to:
CEN/CLC WI N°
/Proj. N°
Comments CEN/CENELEC follow up for
CR-TSI
TSI requirements versus EN requirements
proposal
1 2 3 4 5 6 7 8 9 10 11 Nothing required for CR INF
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 28/29
Issued by CMC 2007-12
(1) Reference to the corresponding § of CR TSI in blue
Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG
Appendix 1: TSI modifications for the deletion of Annex F
5.3.1.1 Railhead profile
….. c) Plain line The railhead profile shall be selected from the range set out in EN 13674-1:2003 annex A or shall be the profile 60 E2 defined in Annex F of this TSI. …… d) Switches and crossings The railhead profile shall be selected from the range set out in EN 13674-2:2003 EN 13674-2 :2006 annex A or shall be the profile 60 E2 defined in Annex F of this TSI.
6.2.5 Technical solutions giving presumption of conformity at design phas
6.2.5.2 Assessment of equivalent conicity
• Rail section 60 E 2 defined in Annex F A of this TSI with a rail inclination of 1 in 40 and track gauge between 1435 mm and 1437 mm.