SIST EN 15273-4:2025
(Main)Railway applications - Gauges - Part 4: Catalogue of defined gauges
Railway applications - Gauges - Part 4: Catalogue of defined gauges
The gauges included in this document have been developed for application on mainline railway networks using various track gauges. Other vehicles and networks are outside the scope of this document, but the rules may be applied to them with some adjustments and agreement of the share of responsibility between rolling stock and infrastructure.
This document is a catalogue of reference profiles and their associated rules for the defined gauging process. This document is intended to be used with EN 15273-1:2025, EN 15273-2:2025 and EN 15273-3:2025.
This document is not applicable to the gauges “S” and “T” for track gauge 1 520 mm.
Bahnanwendungen - Begrenzungslinien - Teil 4: Katalog der definierten Begrenzungslinien
Die Begrenzungslinien in diesem Dokument wurden für die Anwendung in Hauptstrecken-Eisenbahnnetzen mit unterschiedlichen Spurweiten entwickelt. Andere Fahrzeuge und Schienennetze fallen nicht in den Anwendungsbereich dieses Dokuments, aber die Regeln können, mit einigen Anpassungen und einer Vereinbarung über die Aufteilung der Verantwortung zwischen Fahrzeugen und Infrastruktur, auf sie angewendet werden.
Dieses Dokument ist ein Katalog von Bezugsprofilen und ihren zugehörigen Regeln für definierte Berechnungsmethoden für Begrenzungslinien. Es ist zusammen mit EN 15273-1:2025, EN 15273-2:2025 und EN 15273-3:2025 zu verwenden.
Dieses Dokument ist nicht anwendbar auf die Begrenzungslinien „S“ und „T“ für die Spurweite 1 520 mm.
Applications ferroviaires - Gabarits - Partie 4 : Catalogue des gabarits définis
Les gabarits inclus dans le présent document ont été établis de manière à être appliqués sur les lignes principales des réseaux ferroviaires. Les autres types de véhicules et de réseaux ne relèvent pas du domaine d'application du présent document, mais les règles de ce dernier peuvent s'y appliquer, en apportant quelques ajustements et en définissant le partage des responsabilités entre les organismes chargés du matériel roulant et de l'infrastructure.
Le présent document constitue un catalogue des contours de référence et de leurs règles associées pour le processus dédié aux gabarits définis. Le présent document est destiné à être utilisé avec le EN 15273-1:2025, le EN 15273-2:2025 et le EN 15273-3:2025.
Le présent document ne s'applique pas aux gabarits S et T pour l'écartement de voie 1 520 mm.
Železniške naprave - Profili - 4. del: Katalog določenih profilov
General Information
Standards Content (Sample)
SLOVENSKI STANDARD
01-december-2025
Železniške naprave - Profili - 4. del: Katalog določenih profilov
Railway applications - Gauges - Part 4: Catalogue of defined gauges
Bahnanwendungen - Begrenzungslinien - Teil 4: Katalog der definierten
Begrenzungslinien
Applications ferroviaires - Gabarits - Partie 4 : Catalogue des gabarits définis
Ta slovenski standard je istoveten z: EN 15273-4:2025
ICS:
45.060.01 Železniška vozila na splošno Railway rolling stock in
general
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
EN 15273-4
EUROPEAN STANDARD
NORME EUROPÉENNE
October 2025
EUROPÄISCHE NORM
ICS 45.020; 45.060.01
English Version
Railway applications - Gauges - Part 4: Catalogue of
defined gauges
Applications ferroviaires - Gabarits - Partie 4 : Bahnanwendungen - Begrenzungslinien - Teil 4:
Catalogue des gabarits définis Katalog der definierten Begrenzungslinien
This European Standard was approved by CEN on 16 June 2025.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this
European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references
concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN
member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by
translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management
Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and
United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2025 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 15273-4:2025 E
worldwide for CEN national Members.
Contents Page
European foreword . 5
Introduction . 6
1 Scope . 7
2 Normative references . 7
3 Terms and definitions . 7
4 Symbols and abbreviations . 7
5 Static gauges . 7
5.1 Lower parts . 7
5.1.1 Static gauge GI1 . 7
5.1.2 Static gauge GI2 . 9
5.1.3 Static gauge GEI1 .10
5.1.4 Static gauge GEE10 .11
5.1.5 Static gauge FIN1 .12
5.2 Upper parts .14
5.2.1 Static gauge G1 .14
5.2.2 Static gauge G2 .16
5.2.3 Static gauge GA .17
5.2.4 Static gauge GB .19
5.2.5 Static gauge GC .21
5.2.6 Static gauge GB1 .22
5.2.7 Static gauge GB2 .23
5.2.8 Static gauge GHE16 .25
5.2.9 Static gauge GEA16 .26
5.2.10 Static gauge GEB16 .27
5.2.11 Static gauge GEC16 .29
5.2.12 Static gauge GEE10 .30
5.2.13 Static gauge GED10 .32
5.2.14 Static gauge FIN1 .34
5.3 Gauges based on Russian state standards .35
6 Kinematic gauges .35
6.1 Lower parts .35
6.1.1 Kinematic gauge GI1 .35
6.1.2 Kinematic gauge GI2 .37
6.1.3 Kinematic gauge GI3 .38
6.1.4 Kinematic gauge GEI1 .40
6.1.5 Kinematic gauge GEI2 .41
6.1.6 Kinematic gauge GEI3 .42
6.1.7 Kinematic gauge GEC14 .43
6.1.8 Kinematic gauge GEE10 .44
6.1.9 Kinematic gauge PT1 .45
6.1.10 Kinematic gauge PT2 .47
6.1.11 Kinematic gauge EBV U3 .48
6.1.12 Kinematic gauge DK1 .49
6.2 Upper Parts.50
6.2.1 Kinematic gauge G1 . 50
6.2.2 Kinematic gauge G2 . 52
6.2.3 Kinematic gauge GA . 53
6.2.4 Kinematic gauge GB . 54
6.2.5 Kinematic gauge GC. 56
6.2.6 Kinematic gauge GB1 . 57
6.2.7 Kinematic gauge GB2 . 58
6.2.8 Kinematic gauge DE1 . 60
6.2.9 Kinematic gauge DE2 . 61
6.2.10 Kinematic gauge DE3 . 64
6.2.11 Kinematic gauge FR3.3 . 65
6.2.12 Kinematic gauge BE1 . 67
6.2.13 Kinematic gauge BE2 . 69
6.2.14 Kinematic gauge BE3 . 70
6.2.15 Kinematic gauge BE4 . 71
6.2.16 Kinematic gauge NL1 . 72
6.2.17 Kinematic gauge NL2 . 73
6.2.18 Kinematic gauge EBVO1 . 74
6.2.19 Kinematic gauge EBVO2 . 75
6.2.20 Kinematic gauge EBVO3 . 77
6.2.21 Kinematic gauges GHE16 . 78
6.2.22 Kinematic gauge GEA16 . 79
6.2.23 Kinematic gauge GEB16 . 81
6.2.24 Kinematic gauge GEC16 . 83
6.2.25 Kinematic gauges GEE10 . 84
6.2.26 Kinematic gauges GED10 . 86
6.2.27 Kinematic gauge PTb . 88
6.2.28 Kinematic gauge PTb+ . 89
6.2.29 Kinematic gauge PTc . 91
6.2.30 Kinematic gauge DK1 . 92
6.2.31 Kinematic gauge GCZ3 . 93
7 Dynamic gauges . 95
7.1 Dynamic gauge SEa . 95
7.1.1 Lower part of the reference profile SEa . 95
7.1.2 Upper part of the reference profile SEa . 96
7.1.3 Pantograph reference profile for gauge SEa . 97
7.1.4 Basic data . 97
7.1.5 Calculation cases . 97
7.1.6 Lateral projections . 98
7.1.7 Vertical projections . 98
7.2 Dynamic gauge SEc . 99
7.2.1 Lower part of the reference profile SEc . 99
7.2.2 Upper part of the reference profile SEc . 99
7.2.3 Pantograph reference profile . 100
7.2.4 Basic data . 100
7.2.5 Calculation cases . 100
7.2.6 Lateral projections . 100
7.2.7 Vertical projections . 100
7.3 Dynamic gauge NO1 . 100
7.3.1 Lower part of the reference profile NO1 . 100
7.3.2 Upper part of the reference profile NO1 . 101
7.3.3 Pantograph reference profile for gauge NO1 . 102
7.3.4 Basic data . 102
7.3.5 Calculation cases . 102
7.3.6 Lateral projections . 103
7.3.7 Vertical projections . 103
7.4 Dynamic gauge NO2 . 104
7.4.1 Lower part of the reference profile NO2 . 104
7.4.2 Upper part of the reference profile NO2 . 104
7.4.3 Pantograph reference profile . 104
7.4.4 Basic data . 104
7.4.5 Calculation cases . 105
7.4.6 Lateral projections . 105
7.4.7 Vertical projections . 105
8 Pantograph gauges . 106
8.1 Pantograph reference profile . 106
8.2 Basic data . 106
8.3 Lateral projections . 107
9 Wheel zone . 108
9.1 Reference profile . 108
9.2 Basic data . 110
10 Marshalling humps and track brakes . 112
11 Contact ramp zone . 113
12 Passing over link spans onto ferries . 114
Annex A (informative) Combination of upper and lower parts . 115
A.1 Static gauges . 115
A.2 Kinematic gauges . 116
A.3 Dynamic gauges . 117
Bibliography . 118
European foreword
This document (EN 15273-4:2025) has been prepared by Technical Committee CEN/TC 256 “Railway
Applications”, the secretariat of which is held by DIN.
This European Standard shall be given the status of a national standard, either by publication of an
identical text or by endorsement, at the latest by April 2026, and conflicting national standards shall be
withdrawn at the latest by April 2026.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
This document is one of the series EN 15273, Railway applications — Gauges as listed below:
— EN 15273-1:2025, General — Common rules for rolling stock and infrastructure gives the general
explanations of gauging and defines the sharing of the space between rolling stock and
infrastructure;
— EN 15273-2:2025, Rolling stock gives the rules for dimensioning vehicles;
— EN 15273-3:2025, Infrastructure gives the rules for positioning the infrastructure;
— EN 15273-4:2025, Catalogue of defined gauges includes a non-exhaustive list of reference profiles
and parameters to be used by infrastructure and rolling stock;
— CEN/TR 15273-5:2025, Background, explanation and worked examples.
This document has been prepared under a standardization request addressed to CEN by the European
Commission. The Standing Committee of the EFTA States subsequently approves these requests for its
Member States.
Any feedback and questions on this document should be directed to the users’ national standards body.
A complete listing of these bodies can be found on the CEN website.
According to the CEN-CENELEC Internal Regulations, the national standards organisations of the
following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia,
Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland,
Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Republic of North
Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and the United
Kingdom.
Introduction
The aim of this series EN 15273 is to define the rules for the calculation and verification of the dimensions
of rolling stock and infrastructure from a gauging perspective.
This series EN 15273 sets out gauging processes taking into account the relative movements between
rolling stock and infrastructure as well as the necessary margins or clearances.
following parts:
— Part 1: General — Common rules for rolling stock and infrastructure;
— Part 2: Rolling stock;
— Part 3: Infrastructure;
— Part 5: Background, explanation and worked examples.
1 Scope
The gauges included in this document have been developed for application on mainline railway networks
using various track gauges. Other vehicles and networks are outside the scope of this document, but the
rules may be applied to them with some adjustments and agreement of the share of responsibility
between rolling stock and infrastructure.
This document is a catalogue of reference profiles and their associated rules for the defined gauging
process. This document is intended to be used with EN 15273-1:2025, EN 15273-2:2025 and
EN 15273-3:2025.
This document is not applicable to the gauges “S” and “T” for track gauge 1 520 mm.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. For dated references, only the edition cited applies. For
undated references, the latest edition of the referenced document (including any amendments) applies.
EN 15273-1:2025, Railway applications — Gauges — Part 1: General — common rules for rolling stock and
infrastructure
EN 15273-2:2025, Railway applications — Gauges — Part 2: Rolling stock
EN 15273-3:2025, Railway applications — Gauges — Part 3: Infrastructure
3 Terms and definitions
For the purposes of this document, the terms and definitions given in EN 15273-1:2025 apply.
ISO and IEC maintain terminology databases for use in standardization at the following addresses:
— ISO Online browsing platform: available at https://www.iso.org/obp/
— IEC Electropedia: available at https://www.electropedia.org/
4 Symbols and abbreviations
For the purposes of this document, the symbols and abbreviations given in EN 15273-1:2025 apply.
5 Static gauges
5.1 Lower parts
5.1.1 Static gauge GI1
5.1.1.1 Reference profile
Figure 1 shows the static reference profile GI1.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
3 for rolling stock, values can be reduced by 15 mm for unsprung parts
Figure 1 — Reference profile for static gauge GI1
5.1.1.2 Basic data
Table 1 gives the basic data to be considered for GI1 static gauge calculations.
Table 1 — Values to be considered for GI1 static gauge calculations
L l l R R
nom max min v min
s
lim
m m m m m
1,5 0,2 1,435 1,465 150 500
5.1.1.3 Lateral projections
Table 2 gives the lateral projections for the static gauge GI1.
Table 2 — Lateral projections for static gauge GI1
Formula
Height Radius
Inside curve Outside curve
2,5
∞ >𝑅𝑅≥ 250
𝑆𝑆 =𝑆𝑆 =
R,a 𝑅𝑅,𝑖𝑖
𝑅𝑅
ℎ ≤ 0,43
CR
50 60
250 >𝑅𝑅≥ 150
𝑆𝑆 = − 0,190 𝑆𝑆 = − 0,230
R,a
R,i
𝑅𝑅 𝑅𝑅
[ ]
applicable applicable 𝑙𝑙−𝑙𝑙
nom >0
𝑆𝑆 =
l
for all heights for all radii
5.1.1.4 Vertical projections
Table 3 gives the vertical projections for the static gauge GI1.
Table 3 — Vertical projections for static gauge GI1
𝑺𝑺
Height
v,u
applicable for all heights
𝑅𝑅
𝑣𝑣
5.1.2 Static gauge GI2
5.1.2.1 Reference profile
Figure 2 shows the static reference profile GI2.
Dimensions in millimetres
Key
1 running plane
2 centerline of the reference profile
3 for rolling stock, values can be reduced by 15 mm for unspring parts
Figure 2 — Reference profile for static gauge GI2
5.1.2.2 Basic data
The basic data for the static gauge GI2 are the same as for the static gauge GI1, given in Table 1.
5.1.2.3 Lateral projections
The lateral projections for the static gauge GI2 are the same as for the static gauge GI1, given in Table 2.
5.1.2.4 Vertical projections
The vertical projections for the static gauge GI2 are the same as for the static gauge GI1, given in Table 3.
5.1.3 Static gauge GEI1
5.1.3.1 Reference profile
Figure 3 shows the static reference profile GEI1.
NOTE In Spain, the static gauge GEI1 is used on broad gauge lines
Dimensions in millimetres
Key
1 running plane
2 centerline of the reference profile
Figure 3 — Reference profile for static gauge GEI1
5.1.3.2 Basic data
Table 4 gives the basic data to be considered for GEI1 static gauge calculations.
Table 4 — Values to be considered for GEI1 static gauge calculations
L l l R R
nom max min vmin
s
lim
m m m m m
1,733 0,3 1,668 1,698 150 500
5.1.3.3 Lateral projections
The lateral projections for the static gauge GEI1 are the same as for the static gauge GI1, given in Table 2.
5.1.3.4 Vertical projections
The vertical projections for the static gauge GEI1 are the same as for the static gauge GI1, given in Table 3.
5.1.4 Static gauge GEE10
5.1.4.1 Reference profile
Figure 4 shows the static reference profile GEE10.
NOTE In Spain, the static gauge GEE10 defined for narrow gauge lines is subject to specific national regulations.
Dimensions in millimetres
Key
1 running plane
2 centerline of the reference profile
Figure 4 — Reference profile for static gauge GEE10
5.1.4.2 Basic data
Table 5 gives the basic data to be considered for GEE10 static gauge calculations.
Table 5 — Values to be considered for GEE10 static gauge calculations
L l l R R
nom max min v min
s
lim
m m m m m
1,055 0,3 1,000 1,030 80 500
5.1.4.3 Lateral projections
Table 6 gives the lateral projections for the static gauge GEE10.
Table 6 — Lateral projections for static gauge GEE10
Formula
Height Radius
Inside curve Outside curve
∞ >𝑅𝑅≥ 100
𝑆𝑆 =𝑆𝑆 =
𝑅𝑅,𝑖𝑖 𝑅𝑅,𝑎𝑎
𝑅𝑅
ℎ ≤ 0,43
CR
20 24
100 >𝑅𝑅≥ 80
𝑆𝑆 = − 0,190 𝑆𝑆 = − 0,230
R,i R,a
𝑅𝑅
𝑅𝑅
[𝑙𝑙−𝑙𝑙 ]
applicable applicable
nom >0
𝑆𝑆 =
l
for all heights for all radii
5.1.4.4 Vertical projections
The vertical projections for the static gauge GEE10 are the same as for the static gauge GI1, given in
Table 3.
5.1.5 Static gauge FIN1
5.1.5.1 Reference profile
Figure 5 shows the lower part of static reference profile FIN1.
NOTE The static gauge FIN1 is based on broad gauge lines in Finland.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
3 lowering of the gauge for adoption of a separate regulation to be applied to the lower part of the bogies of
traction units that are unable to pass over marshalling humps and rail brakes
4 lowering of the gauge for adoption of a separate regulation to be applied to the lower part of the vehicles
(except for bogies of traction units, see key 3) that are unable to pass over marshalling humps and rail brakes
5 lower part for vehicles that are required to pass over marshalling humps and rail brakes
Figure 5 — Reference profile for static gauge FIN1
5.1.5.2 Basic data
Table 7 gives the basic data to be considered for FIN1 static gauge calculations.
Table 7 — Values to be considered for FIN1 static gauge calculations
L l l R R
nom max min v min
m m m m m
1,585 1,524 1,544 150 500
5.1.5.3 Lateral projections
Table 8 gives the lateral projections for the static gauge FIN1.
Table 8 — Lateral projections for static gauge FIN1
Height Radius Formula
𝑆𝑆 =𝑆𝑆 = 0,060
𝑅𝑅 =∞
R,i R,a
ℎ < 0,6
CR
∞ >𝑅𝑅≥ 150
𝑆𝑆 =𝑆𝑆 = + 0,060
R,i R,a
𝑅𝑅
applicable only for vehicles running over track brakes:
ℎ < 0,33 ∞ >𝑅𝑅≥ 150
𝑆𝑆 =𝑆𝑆 =
CR
R,i R,a
𝑅𝑅
5.1.5.4 Vertical projections
There are no vertical projections the lower part of static gauge FIN1.
5.2 Upper parts
5.2.1 Static gauge G1
5.2.1.1 Reference profile
Figure 6 shows the static reference profile G1.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
Figure 6 — Reference profile for static gauge G1
5.2.1.2 Basic data
Table 9 gives the basic data to be considered for G1 static gauge calculations.
Table 9 — Values to be considered for G1 static gauge calculations
𝑳𝑳 𝒔𝒔 𝒍𝒍 𝒍𝒍 𝑹𝑹 𝑹𝑹
𝒍𝒍𝒍𝒍𝒍𝒍 𝒏𝒏𝒏𝒏𝒍𝒍 𝒍𝒍𝒎𝒎𝒎𝒎 𝒍𝒍𝒍𝒍𝒏𝒏 𝒗𝒗 𝒍𝒍𝒍𝒍𝒏𝒏
m m m m m
1,5 0,2 1,435 1,465 150 500
5.2.1.3 Lateral projections
Table 10 gives the lateral projections for the static gauge G1.
Table 10 — Lateral projections of static gauge G1
Formula
Height Radius
Inside curve Outside curve
𝑅𝑅 =∞ 𝑆𝑆 =𝑆𝑆 = 0,045
R,i R,a
3,75
ℎ ≥ 0,43
CR
∞ >𝑅𝑅≥ 250
𝑆𝑆 =𝑆𝑆 = + 0,045
R,i R,a
𝑅𝑅
50 60
250 >𝑅𝑅≥ 150
𝑆𝑆 = − 0,140 𝑆𝑆 = − 0,180
R,i R,a
𝑅𝑅 𝑅𝑅
[𝑙𝑙−𝑙𝑙 ]
applicable applicable
nom >0
𝑆𝑆 =
l
for all heights for all radii
5.2.1.4 Vertical projections
Table 11 gives the vertical projections for the static gauge G1.
Table 11 — Vertical projections of static gauge G1
𝑺𝑺 𝑺𝑺
𝒗𝒗,𝒖𝒖 𝒗𝒗,𝒏𝒏
50 50
𝑅𝑅 𝑅𝑅
𝑣𝑣 𝑣𝑣
5.2.2 Static gauge G2
5.2.2.1 Reference profile
Figure 7 shows the static reference profile G2.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
Figure 7 — Reference profile for static gauge G2
5.2.2.2 Basic data
The basic data for the static gauge G2 are the same as for the static gauge G1, given in Table 9.
5.2.2.3 Lateral projections
The lateral projections for the static gauge G2 are the same as for the static gauge G1, given in Table 10.
5.2.2.4 Vertical projections
The vertical projections for the static gauge G2 are the same as for the static gauge G1, given in Table 11.
5.2.3 Static gauge GA
5.2.3.1 Reference profile
Figure 8 shows the static reference profile GA.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
Figure 8 — Reference profile for static gauge GA
5.2.3.2 Basic data
Table 12 gives the basic data to be considered for GA static gauge calculations. The value for k is given in
h
Table 13.
Table 12 — Values to be considered for GA static gauge calculations
𝑳𝑳 𝒔𝒔 𝒍𝒍 𝒍𝒍 𝑹𝑹 𝑹𝑹
𝒍𝒍𝒍𝒍𝒍𝒍 𝒏𝒏𝒏𝒏𝒍𝒍 𝒍𝒍𝒎𝒎𝒎𝒎 𝒍𝒍𝒍𝒍𝒏𝒏 𝒗𝒗 𝒍𝒍𝒍𝒍𝒏𝒏
m m m m m
1,5 0,2 + 0,1∙𝑘𝑘 1,435 1,465 150 500
ℎ
Table 13 — Parameter k for static gauge GA
h
Height
𝒌𝒌
𝒉𝒉
ℎ ≥ 3,85 1
𝐶𝐶𝑅𝑅
ℎ − 3,22
𝐶𝐶𝑅𝑅
3,22≤ℎ < 3,85
𝐶𝐶𝑅𝑅
0,63
ℎ < 3,22 0
𝐶𝐶𝑅𝑅
5.2.3.3 Lateral projections
Table 14 gives the lateral projections for the static gauge GA.
Table 14 — Lateral projections of static gauge GA
Height Radius Formula
Inside curve Outside curve
𝑅𝑅 =∞ 𝑆𝑆 =𝑆𝑆 = 0,045
𝑅𝑅,𝑖𝑖 𝑅𝑅,𝑎𝑎
ℎ
3,75 16,25∙𝑘𝑘
𝐶𝐶𝑅𝑅
ℎ
∞ >𝑅𝑅≥ 250
𝑆𝑆 =𝑆𝑆 = + + 0,045
𝑅𝑅,𝑖𝑖 𝑅𝑅,𝑎𝑎
≥ 0,43
𝑅𝑅 𝑅𝑅
50 60 10
250 >𝑅𝑅
𝑆𝑆 = − 0,180 +𝑘𝑘 �0,105− �
𝑆𝑆 = − 0,140 + 0,065∙𝑘𝑘
𝑅𝑅,𝑖𝑖 ℎ 𝑅𝑅,𝑎𝑎 ℎ
≥ 150
𝑅𝑅 𝑅𝑅 𝑅𝑅
5.2.3.4 Vertical projections
The vertical projections for the static gauge GA are the same as for the static gauge G1, given in Table 11.
5.2.4 Static gauge GB
5.2.4.1 Reference profile
Figure 9 shows the static reference profile GB.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
Figure 9 — Reference profile for static gauge GB
5.2.4.2 Basic data
The basic data for the GB static gauge calculations are the same as for the static gauge GA, given in
Table 12. The value for k is given in Table 15.
h
Table 15 — Parameter k for static gauge GB
h
Height 𝒌𝒌
𝒉𝒉
ℎ ≥ 4,08 1
𝐶𝐶𝑅𝑅
ℎ − 3,22
𝐶𝐶𝑅𝑅
3,22≤ℎ < 4,08
𝐶𝐶𝑅𝑅
0,86
ℎ < 3,22 0
𝐶𝐶𝑅𝑅
5.2.4.3 Lateral projections
The lateral projections for the static gauge GB are the same as for the static gauge GA, given in Table 14.
5.2.4.4 Vertical projections
The vertical projections for the static gauge GB are the same as for the static gauge G1, given in Table 11.
5.2.5 Static gauge GC
5.2.5.1 Reference profile
Figure 10 shows the static reference profile GC.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
Figure 10 — Reference profile for static gauge GC
5.2.5.2 Basic data
Table 16 gives the basic data to be considered for GC static gauge calculations.
Table 16 — Values to be considered for GC static gauge calculations
𝑳𝑳 𝒔𝒔 𝒍𝒍 𝑹𝑹
𝒍𝒍 𝑹𝑹
𝒍𝒍𝒍𝒍𝒍𝒍 𝒏𝒏𝒏𝒏𝒍𝒍 𝒍𝒍𝒍𝒍𝒏𝒏
𝒗𝒗 ,𝒍𝒍𝒍𝒍𝒏𝒏
𝒍𝒍𝒎𝒎𝒎𝒎
m m m
𝐦𝐦
𝐦𝐦
1,5 0,3 1,435 1,465 150 500
5.2.5.3 Lateral projections
The lateral projections for the static gauge GC are the same as for the static gauge G1, given in Table 10.
5.2.5.4 Vertical projections
The vertical projections for the static gauge GC are the same as for the static gauge G1, given in Table 11.
5.2.6 Static gauge GB1
5.2.6.1 Reference profile
Figure 11 shows static the reference profile GB1.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
Figure 11 — Reference profile for static gauge GB1
5.2.6.2 Basic data
The basic data for the GB1 static gauge calculations are the same as for the static gauge GA, given in
Table 12. The value for k is given in Table 17.
h
Table 17 — Parameter k for static gauge GB1
h
Height 𝒌𝒌
𝒉𝒉
ℎ ≥ 4,18 1
𝐶𝐶𝑅𝑅
ℎ − 3,22
𝐶𝐶𝑅𝑅
3,22≤ℎ < 4,18
𝐶𝐶𝑅𝑅
0,96
ℎ < 3,22 0
𝐶𝐶𝑅𝑅
5.2.6.3 Lateral projections
The lateral projections for the static gauge GB1 are the same as for the static gauge GA, given in Table 14.
5.2.6.4 Vertical projections
The vertical projections for the static gauge GB1 are the same as for the static gauge G1, given in Table 11.
5.2.7 Static gauge GB2
5.2.7.1 Reference profile
Figure 12 shows the static reference profile GB2.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
Figure 12 — Reference profile for static gauge GB2
5.2.7.2 Basic data
The basic data for the GB2 static gauge calculations are the same as for the static gauge GA, given in
Table 12. The value for k is given in Table 18.
h
Table 18 — Parameter k for static gauge GB2
h
Height 𝒌𝒌
𝒉𝒉
ℎ ≥ 4,32 1
𝐶𝐶𝑅𝑅
ℎ − 3,22
𝐶𝐶𝑅𝑅
3,22≤ℎ < 4,32
𝐶𝐶𝑅𝑅
1,1
ℎ < 3,22 0
𝐶𝐶𝑅𝑅
5.2.7.3 Lateral projections
The lateral projections for the static gauge GB2 are the same as for the static gauge GA, given in Table 14.
5.2.7.4 Vertical projections
The vertical projections for the static gauge GB2 are the same as for the static gauge G1, given in Table 11.
5.2.8 Static gauge GHE16
5.2.8.1 Reference profile
Figure 13 shows the static reference profile GHE16.
NOTE In Spain, the static gauge GHE16 is used on broad gauge lines.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
Figure 13 — Reference profile for static gauge GHE16
5.2.8.2 Basic data
Table 19 gives the basic data to be considered for GHE16 static gauge calculations.
Table 19 — Values to be considered for GHE16 static gauge calculations
𝑳𝑳 𝒔𝒔 𝒍𝒍 𝒍𝒍 𝑹𝑹 𝑹𝑹
𝒍𝒍𝒍𝒍𝒏𝒏 𝒗𝒗,𝒍𝒍𝒍𝒍𝒏𝒏
𝒍𝒍𝒍𝒍𝒍𝒍 𝒏𝒏𝒏𝒏𝒍𝒍 𝒍𝒍𝒎𝒎𝒎𝒎
m m m m
m
1,733 0,3 1,668 1,698 150 500
5.2.8.3 Lateral projections
The lateral projections for the static gauge GHE16 are the same as for the static gauge G1, given in
Table 10.
5.2.8.4 Vertical projections
The vertical projections for the static gauge GHE16 are the same as for the static gauge G1, given in
Table 11.
5.2.9 Static gauge GEA16
5.2.9.1 Reference profile
Figure 14 shows the static reference profile GEA16.
NOTE In Spain, the static gauge GEA16 is used on broad gauge lines.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
Figure 14 — Reference profile for static gauge GEA16
5.2.9.2 Basic data
The basic data for the GEA16 static gauge calculations are the same as for the static gauge GHE16, given
in Table 19. The value for k is given in Table 20.
h
Table 20 — Parameter k for static gauge GEA16
h
Height 𝒌𝒌
𝒉𝒉
ℎ ≥ 3,67 1
𝐶𝐶𝑅𝑅
ℎ − 3,29
𝐶𝐶𝑅𝑅
3,29≤ℎ < 3,67
𝐶𝐶𝑅𝑅
0,38
ℎ < 3,29 0
𝐶𝐶𝑅𝑅
5.2.9.3 Lateral projections
The lateral projections for the static gauge GEA16 are the same as for the static gauge GA, given in
Table 14.
5.2.9.4 Vertical projections
The vertical projections for the static gauge GEA16 are the same as for the static gauge G1, given in
Table 11.
5.2.10 Static gauge GEB16
5.2.10.1 Reference profile
Figure 15 shows the static reference profile GEB16.
NOTE In Spain, the static gauge GEB16 is used on broad gauge lines.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
Figure 15 — Reference profile for static gauge GEB16
5.2.10.2 Basic data
The basic data for the GEB16 static gauge calculations are the same as for the static gauge GHE16, given
in Table 19. The value for k is given in Table 21.
h
Table 21 — Parameter k for static gauge GEB16
h
Height 𝒌𝒌
𝒉𝒉
ℎ ≥ 4,08 1
𝐶𝐶𝑅𝑅
ℎ − 3,29
𝐶𝐶𝑅𝑅
3,29≤ℎ < 4,08
𝐶𝐶𝑅𝑅
0,79
ℎ < 3,29 0
𝐶𝐶𝑅𝑅
5.2.10.3 Lateral projections
The lateral projections for the static gauge GEB16 projections are the same as for the static gauge GA,
given in Table 14.
5.2.10.4 Vertical projections
The vertical projections for the static gauge GEB16 are the same as for the static gauge G1, given in
Table 11.
5.2.11 Static gauge GEC16
5.2.11.1 Reference profile
Figure 16 shows the static reference profile GEC16.
NOTE In Spain, the static gauge GEC16 is used on broad gauge lines.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
Figure 16 — Reference profile for static gauge GEC16
5.2.11.2 Basic data
The basic data of static gauge GEC16 are the same than those of the static gauge GHE16, shown in
Table 19.
5.2.11.3 Lateral projections
The lateral projections of the static gauge GEC16 are the same that those of the static gauge G1, shown in
Table 10.
5.2.11.4 Vertical projections
The vertical projections for the static gauge GEC16 are the same as for the static gauge G1, given in
Table 11.
5.2.12 Static gauge GEE10
5.2.12.1 Reference profile
Figure 17 shows the static reference profile GEE10.
NOTE In Spain, the static gauge GEE10 defined for narrow gauge lines is subject to specific national regulations.
Dimensions in millimetres
Key
1 running plane
2 centreline of the reference profile
Figure 17 — Reference profile for static gauge GEE10
5.2.12.2 Basic data
Table 22 gives the basic data to be considered for GEE10 static gauge calculations.
Table 22 — Values to be considered for GEE10 static gauge calculations
𝑳𝑳 𝒔𝒔 𝒍𝒍 𝒍𝒍 𝑹𝑹 𝑹𝑹
𝒍𝒍𝒍𝒍𝒍𝒍 𝒏𝒏𝒏𝒏𝒍𝒍 𝒍𝒍𝒎𝒎𝒎𝒎 𝒍𝒍𝒍𝒍𝒏𝒏 𝒗𝒗 𝒍𝒍𝒍𝒍𝒏𝒏
m m m m m
1,055 0,3 1,000 1,030 80 500
5.2.12.3 Lateral projec
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