shape, color, dimensions of road markings. Appendix a

Name:

Technical means of organizing traffic. Road markings. Classification. Technical requirements

Date of introduction:

Text GOST R 51256-2011 Technical means of organizing traffic. Road markings. Classification. Technical requirements

FEDERAL AGENCY FOR TECHNICAL REGULATION AND METROLOGY

NATIONAL

STANDARD

RUSSIAN

FEDERATION

Technical means for organizing road traffic

movement

ROAD MARKINGS

Classification.

Technical requirements

Official publication

Stand Rtinform 2012

Preface

The goals and principles of standardization in the Russian Federation are established by Federal Law No. 184-FZ of December 27, 2002 “On Technical Regulation”, and the rules for applying national standards of the Russian Federation are GOST R 1.0-2004 “Standardization in the Russian Federation. Basic provisions"

Standard information

1 DEVELOPED by the Limited Liability Company "Center for Engineering and Technical Research "Dorkontrol" (LLC "CITI "Dorkontrol")

2 INTRODUCED by the Technical Committees for Standardization TC 418 “Road Facilities” and TC 278 “Road Safety”

3 APPROVED AND ENTERED INTO EFFECT by Order of the Federal Agency for Technical Regulation and Metrology dated December 13, 2011 N9 1175-st

4 INSTEAD GOST R 51256-99

Information about changes to this standard is published in the annually published information index “National Standards”, and the text of changes and amendments is published in the monthly published information index “National Standards”. In case of revision (replacement) or cancellation of this standard, the corresponding notice will be published in the monthly published information index “National Standards”. Relevant information, notifications and texts are also posted in the public information system - on the official website of the Federal Agency for Technical Regulation and Metrology on the Internet

This standard cannot be fully or partially reproduced, replicated or distributed as an official publication without permission from the Federal Agency for Technical Regulation and Metrology

NATIONAL STANDARD OF THE RUSSIAN FEDERATION

Technical means of organizing road traffic ROAD MARKINGS Classification. Technical requirements

Traffic control devices. Road markings Classification. Technical requirements

Date of introduction - 2012-09-01

1 area of use

This standard establishes the shape, color, size and technical requirements for road markings (hereinafter referred to as markings) of public roads.

2 Normative references

This standard uses normative references to the following standards:

GOST R 50971-2011 Technical means of organizing traffic. Road filters. General technical requirements. Rules of application

GOST R 52289-2004 Technical means of organizing traffic. Rules for the use of road signs, markings, traffic lights, road barriers and guide devices GOST R 52290-2004 Technical means of organizing road traffic. Road signs. General technical requirements

GOST R 52575-2006 Public automobile roads. Materials for road markings. Technical requirements

GOST R 52605-2006 Technical means of organizing traffic. Artificial bumps. General technical requirements. Rules of application

GOST R 52766-2007 Public automobile roads. Arrangement elements. General requirements

GOST R 54809-2011 Technical means of organizing traffic. Road markings. Control methods

GOST R 53170-2008 Public automobile roads. Products for road markings. Piece forms. Technical requirements

GOST R 53172-2008 Public automobile roads. Products for road markings. Micro glass beads. Technical requirements

GOST R 54306-2011 Public automobile roads. Products for road markings. Polymer tapes. Technical requirements

GOST 7721-89 Light sources for energy measurements. Types. Technical requirements. Marking

Note - When using this standard, it is advisable to check the validity of the reference standards in the public information system - on the official website of the Federal Agency for Technical Regulation and Metrology on the Internet or according to the annually published information index “National Standards”, which was published as of January 1 of the current year , and according to the corresponding monthly information indexes published in the current year. If the reference standard is replaced (changed), then when using this standard you should be guided by the replacing (changed) standard. If the reference standard is canceled without replacement, then the provision in which a reference is made to it is applied in the part that does not affect this reference.

Official publication

3 Terms, definitions and designations

3.1 The following terms with corresponding definitions are used in this standard:

3.1.1 road markings: Lines, inscriptions and other markings on the carriageway of highways, artificial structures on them and elements of highway infrastructure, informing road users about the conditions and traffic patterns on the road section.

3.1.2 brightness coefficient of road markings: A parameter determined on a dry surface and characterizing the visibility of markings during daylight hours when observed in a direction perpendicular to the plane of the road markings from a limited area, and which is an intermediate color coordinate Y. expressed as a percentage.

3.1.3 retroreflectivity coefficient of road markings: The ratio of the brightness of a surface in the direction of observation to the illumination of this surface in a plane perpendicular to the direction of incident light.

Note - The retroreflectivity coefficient of road markings is determined separately for its two states - with a dry surface and with a wet surface (during rain).

3.1.4 light reflectance coefficient for diffuse daylight or artificial lighting of road markings: The ratio of the brightness of the road marking surface in a given direction to the illumination of this surface by diffuse lighting, determined for a dry surface.

3.1.5 color coordinates of the road marking surface: Parameters characterizing the color of the road marking surface and determined in the 1931 CIE colorimetric system.

3.1.6 functional durability of road markings: The period during which the marking meets regulatory requirements.

3.1.7 horizontal road markings with a structured surface: Markings made from individual fragments, the degree of line filling of which when applied is less than 100%.

Note - The degree of line filling is the ratio of the surface area of the marking material to the surface area of the marking in its outer cores. expressed as a percentage.

3.1.8 horizontal road markings with a profile surface: Markings with alternating protrusions of various shapes, the degree of filling of the lines when applied is 100%.

3.1.9 design position of road markings: Position of markings on the carriageway of highways, artificial structures on them and elements of road construction in accordance with the road traffic management project approved in the prescribed manner.

3.2 This standard uses the following designations for photometric and lighting parameters of horizontal road markings: ft, - marking brightness coefficient. %;

Qa. - reflectance coefficient of markings in diffuse daylight or artificial lighting. mkd - lk" 1 m" 2:

Retroreflectivity coefficient of markings for dry coating, mkd lux* 1. m~ 2:

R^i - coefficient of retroreflectivity of markings on a wet surface (during rain), mkd lux-' m -2;

chi y - chromaticity coordinates.

4 Classification of road markings

4.1 Marking is divided into two groups:

Horizontal markings:

Vertical markings.

Each type of markup is assigned a number, which has the following structure of two or three digits or two-digit numbers separated by periods:

the first digit of the number indicates the group to which the marking belongs (1 - horizontal marking. 2 - vertical marking);

the second digit or number indicates the serial number of the markup in the group; the third digit (if available) is a type of marking.

4.2 The numbers, shape, color, dimensions and purpose of each type of marking are given in Appendix A (Tables A.1 and A.2).

It is allowed to apply markings 1.1-1.12.1.14.1.1.14.2 with a structural and profile surface.

The outer boundaries of horizontal markings with a structural surface should not extend beyond the limits established by this standard.

The sizes of arrows, letters and numbers are given in Appendix B (Figures B.1-B.9).

4.3 Horizontal markings can be permanent or temporary. Permanent markings, except 1.4.1.10.1.17. should be white, marking 1.4.1.10.1.17 should be yellow (see Appendix A).

Temporary markings should be orange and made with materials that can be quickly removed. When applying it, removing permanent markings is not necessary.

The functional durability of temporary markings is limited by the duration of road works or other events requiring their application.

5 Technical requirements

5.1 Markings can be made with paint (enamels), thermoplastics and cold plastics in accordance with GOST R 52575. polymer tapes in accordance with GOST R 54306. piece forms in accordance with GOST R 53170. retroreflectors in accordance with GOST R 50971. To give markings made of paints (enamels) thermoplastics and cold plastics, piece-shaped, with reflective properties, microglass balls are used in accordance with GOST R 53172.

5.2 When marking is applied, its deviation from the design position should not exceed:

For horizontal markings in the transverse direction (relative to the axis of the roadway) - 0.05 m:

For horizontal markings (except for markings 1.1-1.6 and 1.6-1.11) in the longitudinal direction (relative to the axis of the roadway) - 0.05 m;

For horizontal markings 1.1-1.6 and 1.8-1.11 in the longitudinal direction - 1.00 m;

For vertical markings - 0.05 m.

The deviation of the marking dimensions from those established by this standard and GOST R 52289 should not exceed:

0.01 m in line width for 1.1-1.12 and the distance between them for 1.3,1.9 and 1.11;

0.10 m length of strokes and gaps between them for 1.2.2.1.5.1.6,1.8-1.11:

0.05 m for the length of strokes and gaps between them for 1.7,1.15;

5% (but not more than 0.10 m) for other linear dimensions.

When applying markings 1.1,1.2.1.1.3,1.4,1.11 with a thickness of 1.5 mm or more, it is allowed to use technological breaks no more than 0.05 m long with a distance between them of at least 20 m.

5.3 Horizontal markings (with the exception of retroreflectors in accordance with GOST R 50971) should not protrude above the surface on which they are applied by more than 6 mm. including the height of the marking protrusions with the profile surface.

5.4 Markings made with thermoplastic or cold plastic with application thickness

1.5 mm or more, in piece forms and polymer tapes, must have a functional durability of at least one year, thermoplastic or cold plastic with an application thickness of less than 1.5 mm - at least six months, and paints (enamels) - at least three months.

The functional durability of the marking is determined by the period during which the marking meets the requirements of this standard, and the destruction and wear of each type of marking in area does not exceed the following values:

For marking 1.1-1.11. made of thermoplastic or cold plastic with a coating thickness of 1.5 mm or more, polymer tapes, piece forms on any control section with a length of 50 m - 25%;

For markings 1.12-1.25, made of thermoplastic or cold plastic with an application thickness of 1.5 mm or more, polymer tapes, piece forms. - thirty %.

For marking 1.1-1.11. made of paint (enamel), thermoplastic or cold plastic with an application thickness of less than 1.5 mm on any control section with a length of 50 m - 50%;

For marking 1.12-1.25. made of paint (enamel), thermoplastic or cold plastic with an application thickness of less than 1.5 mm. - 50 %.

5.5 After applying new markings, traces of the old markings should not protrude beyond the boundaries of the new marking by more than 0.05 m along the length of strokes and breaks in the marking lines and 0.01 m for other geometric parameters.

5.6 Color coordinates x and y of markings applied to the road surface. defined in the colorimetric system of the CIE 1931 £1] with a light source D65 (according to GOST 7721) and a measurement geometry of 45’/0* (see Figure B.1). must correspond to those specified in Appendix B (Table B.1).

5.7 On sections of roads that do not have artificial lighting, white marking stripes 2.1-2.3 must be made of retroreflective material (except for bollards with internal lighting in accordance with GOST R 52766), and fencing and guide devices marked with markings 2.4-2.6 must have retroreflectors according to GOST R 50971.

5.8 6 marking classes are established depending on the value of the brightness coefficient 80. 81.B2, VZ. B4 and B5.

The brightness coefficient of the marking surface, depending on the class assigned to the marking, must correspond to the values specified in Appendix B (Table 8.2).

5.9 6 classes of horizontal markings are established depending on the value of the retroreflectivity coefficient of horizontal markings in a dry state: R0. R1. R2. R3. R4. R5.

The value of the retroreflectivity coefficient of horizontal markings with a dry coating, depending on the class assigned to the markings, must correspond to the values specified in Appendix B (Table B.3).

4 classes of horizontal road markings are established depending on the value of the retroreflection coefficient of horizontal road markings on wet surfaces (during rain): RWO, RW1, RW2. RW3.

The value of the retroreflectivity coefficient of horizontal road markings on wet surfaces (during rain), depending on the class assigned to the markings, must correspond to the values specified in Appendix B (Table B.4).

The retroreflectivity coefficient of vertical road markings is not standardized.

5.10 5 classes of horizontal road markings are established depending on the value of the light reflection coefficient in diffuse daylight or artificial lighting of horizontal road markings: OO. 01, Q2, Q3. Q4.

The value of the light reflectance coefficient for diffuse daylight or artificial lighting of horizontal road markings, depending on the class assigned to the markings, must correspond to the values specified in Appendix B (Table B.5).

The light reflectance coefficient for diffuse daylight or artificial lighting of road markings is not standardized.

5.11 The requirements for the brightness coefficient, light reflectance coefficient in diffuse daylight or artificial lighting and the retroreflectivity coefficient of markings specified in 5.8-5.10 must be maintained:

» for markings made of paints (enamels), thermoplastics or cold plastics with an application thickness of less than 1.5 mm - during the first month of operation:

* for markings made of thermoplastic or cold plastic with an application thickness of 1.5 mm or more, piece forms, polymer tapes - during the first three months of operation.

During further operation of road markings during the period of ensuring functional durability, it is allowed to reduce the values of the brightness coefficient, the coefficient of light rotation and the coefficient of light reflection in diffuse daylight or artificial lighting given in Appendix B by no more than 25%.

5.12 Rules for the use of marking lines are given in GOST R 52269.

6 Control methods

Methods for monitoring markings according to GOST R 54809.

Table A.1

Appendix A (mandatory)

Shape, color, dimensions of road markings

Shape, dimensions, s

Color*, purpose

Separates traffic flows in opposite directions and marks the boundaries of traffic lanes in dangerous places on the roads;

indicates the boundaries of the roadway to which entry is prohibited;

marks the boundaries of vehicle parking spaces

V £ 60 km/h. /, > 1.00. / 2 > 2.00;

V > 60 km/h. /, ■ 2.00. / 2 « 4.00; V - movement speed**.

Separates traffic flows of opposite directions on roads with four or more lanes

Yellow color.

Indicates a place where stopping vehicles is prohibited

Separates traffic flows in opposite directions on roads with two or three lanes:

indicates the boundaries of traffic lanes when there are two or more lanes intended for traffic in the same direction

V i 60 km/h. /, > 1.00-3.00. 1 2 3.00-8.00: V> 60 km/h. /, > 3.00-4.00, / 2 > 9.00-12.00.

Warns when approaching markings 1.1 or 1.11. which separates traffic flows in opposite or opposite directions

V s 60 km/h. /, > 3.00-6.00. / 2 > 1.00-2.00:

V > 60 km/h. /, ■ 6.00-9.00. ! g ■ 2.00-3.00.

Indicates traffic lanes within an intersection

	Form. sizes. m	Color*, purpose
		Marks the boundary between the acceleration or deceleration lane and the main lane of the roadway
	P* 0.4 - on highways (roads marked with sign S.1 according to GOST R S2290); P « 0.2 - not other roads
	V i 60 km/h, /, « 3.00-6.00. / 2 * 1.00-2.00; V > 60 km/h. /, > 6.00-9.00.1 2 ■ 2.00-3.00.	Indicates the boundaries of traffic lanes, some of which are subject to reverse control. separates traffic flows of opposite directions (with reverse traffic lights turned off) on roads where reverse control is carried out
	100 1.00 % 1 1 1	Yellow color. Indicates places where parking of vehicles is prohibited

Separates traffic flows of opposite or similar directions on road sections where changing lanes is allowed only from one lane:

indicates places where it is necessary to allow movement only from the side of the broken line<в местах разворота, въезда и выезда с прилегающей территории)

8 places of turn, entry and exit from the adjacent territory /, * 0.9, / 2 * 0.3.

V £ 60 km/h. /, « 3.00-6.00. / 2 > 1.00-2.00:

V > 60 km/h. /, > 6.00-9.00, / 2 * 2.00-3.00.

Indicates the place where the driver must stop if there is a 2.5 sign (according to GOST R 52290) or if there is a prohibiting traffic light signal (traffic controller)

Indicates the place where the driver must stop, if necessary, to give way to vehicles moving on the road being crossed.

▼ mmm

Indicates a pedestrian crossing at 6.00 34.00

Indicates a pedestrian crossing at P > 6.00 (see Figures B.1);

marking arrows 1.14.2 indicate the direction of movement of pedestrians

Indicates the place where the bicycle path crosses the roadway

Indicates islands at the confluence of traffic flows.

Dimensions and angles of inclination of marking lines - as for marking 1.16.1

0,10 2.00 , 2.00

Sidewalk, tram tracks located at the same level as the roadway

Yellow color.

Indicates the stopping places for route vehicles and parking so

Indicates the permitted lane movements at the intersection (see Figure B.2)

Warns of approaching a narrowing of the roadway (a section where the number of lanes in a given direction is reduced) or to marking lines 1.1 or 1.11. separating traffic flows in opposite directions (see Figure B.Z)

Warns of approaching marking 1.13 (see Figure B.4)

Warns when approaching marking 1.12. when it is used in combination with the 2.S sign according to GOST R 52290 (see Figure B.5)

Indicates the road number (see pictures B.6-B.d)

Indicates a special lane for route vehicles (see Figure B.9)

Duplication of warning road signs"**

Duplication of prohibitory road signs

Duplication of the road sign "Disabled"

Designation of artificial unevenness according to GOST R 5260S

*Default markup color:

white - for permanent horizontal road markings (except 1.4. 1.10. 1.17);

orange - for temporary horizontal road markings.

* * Images of sign symbols must correspond to those given in GOST R 52290, enlarged to the required size, taking into account changes or maintaining proportions. It is allowed to duplicate road signs in colors that comply with GOST R 52290.

T b l i c a A.2

21.1 2.1.2 2.1.3

N< 2.00. в s 0.30. в «0.10; «<2.00. в >0.30. a » 0.15; « g 2.00. in > 0.30. a * 0.20

Designation of vertical surfaces of road structures (bridge supports, overpasses, thorium parts of parapets, etc.),

2.1.1 - to the left of the roadway;

2.1.2 - on the roadway;

2.1.3 - to the right of the roadway in this direction of travel

Indicates the bottom edge of the superstructure of tunnels, bridges and overpasses

Indicates round bollards installed on medians or traffic islands

at £0.30. in >0.10; B >0.30. in >0.15

Designation of signal posts, pillars, cable fencing supports, etc.

End of Table A.2

Appendix B (mandatory)

Shape, location and size of arrows, letters and numbers

In all figures, the background and markings are shown with reverse coloring (negative image). All dimensions are in meters

Figure B.1.1 - Arrangement of arrows on markings of type 1.14.2.

0,15 0,15 , 0.60 , 0.15

Dimensions indicated by letters are given in table B.1

Table B.1

Figure B.Z - Shape, location and dimensions of marking booms type 1.19

Dimensions are given for V > 60 kmN (in parentheses - different dimensions for V 560 kmN) Figure B.4 - Shape and dimensions of type 1.20 markings

Figure B.6 - Shape, location and size of marking numbers of type 1.22


					SHTTSH-GGGI

GOST R 51256-2011

■■■ aiar avaan ai jbi avvavv a

ibb aaaf ibbi ,b> ibi

PI i^B I I I I I

IB "ВВВ~1ВВ in

Iflk 4BBBBBI BBBI JBBBL JBBB IBBBBk iflflflk JBBBBi jBBB

Figure B.7 - Shape, location and dimensions of marking numbers of type 1.22

Figure 8.8 - Shape, location and dimensions of beech marking type 1.22

Figure B.9 - Shape and dimensions of type 1.23 markings

Appendix B (mandatory)

Figure B.1 - Graph of color areas for road unwinding (ICE, 1931)

Table B.1

	Designation of marking color coordinates	Coordinates of coal spots of color areas of road markings
	Designation of marking color coordinates




Orange

Note - The graph of marking color areas is shown in Figure 8.1.

T a b l e u 8 B.2

Grille color	Type of coverage		Road marking brightness coefficient p, not less
Horizontal road markings
	Asphalt concrete		Not standardized 30 40 50 60
	Cement concrete		Not standardized 40 50

	Asphalt concrete or cement concrete		Not standardized 20 30 40
Orange	Asphalt concrete or cement concrete		Not standardized 20 30
vertical road markings
			Not standardized 30 40 50 60
		Not standardized

Table 8.3

		Seed efficiency coefficient of horizontal road markings
Marking color		for dark conditions with dry coating R^.
		mkd pk"" m* 2 . no less
Constant
		Not standardized




		Not standardized



Temporary
		Not standardized
Orange

T 8 6 litsa V.4

Table B.S

Marking color	Type of coverage	Network reflectance coefficient of horizontal road markings under diffuse daylight or artificial lighting O... μkd lx* 1 m* 2. no less
		Not standardized

	Asphalt concrete


		Not standardized
	Cement concrete

		Not standardized

	Asphalt concrete or
	cement concrete	Not standardized
Orange

Note to tables 6.2-B.5 - The highest values of the saetoreturn coefficient. The reflectance coefficient for diffuse daylight and artificial lighting and the brightness coefficient cannot be achieved simultaneously.

Bibliography

(1) International Dictionary of Lighting Engineering. 3rd ed.. common for MKO and IEC. M.: Russian language. 1979

UDC 625.745.6:006.354 OKS 93.080.30 D28 OKP 48 0000

Key words: road markings, classification, technical requirements

Editor E.S. Kotlyarova Technical editor N.S. Grishanova Proofreader V.I. Varentsova Computer layout L.A. Circular

Slano e navoe 05.24.2012. Signed for publication on June 27, 2012. Format 00 * 84^. Ariyas of the Arial tour

Uel. oven l. 3.72. Uch.-im. l. 3.35. Circulation 171 em. 2ak 589.

FSUE "STANDARTINFORM" 123995 Moscow. Pomegranate por.. 4 inlo@90sbn!o gi

Typed into FSUE "STANDARTINFORM" on a PC.

Printed in the branch of FSUE "STANDARTINFORM" - type. "Moscow Printer", 105082 Moscow. Lyalin lane, 8.

Change No. 1 GOST R 51256-2011 Technical means of organizing traffic. Once* road mark. Classification. Technical requirements

Approved and put into effect by Order of the Federal Agency for Technical Regulation and Metrology dated December 9, 2013 No. 2222-st

Date of introduction - 2014-02-28

Section 2. Place a link to GOST R 54809-2011 after the link to GOST R 54306-2011. Appendix A. Table A.1. Marking number 1.2.2 and corresponding indicators should be deleted; column "Number". Replace number: 1.2.1 with 1.2:

The column “Color*, purpose” for number 1.3 should be stated in a new edition:

“Separates traffic flows in opposite directions on roads with four or more lanes for traffic in both directions, with two or three with a lane width of more than 3.75 m”: column “Number”. Replace number: 1.23 with 1.23.1;

font size

STATE STANDARD OF THE RUSSIAN FEDERATION - TECHNICAL MEANS OF TRAFFIC ORGANIZATION - ROAD MARKINGS - TYPES AND... Relevant in 2018

Appendix A. SHAPE, COLOR, DIMENSIONS OF ROAD MARKINGS

Table A.1

1.1 Purpose: Separation of traffic flows in opposite directions. Designation of traffic lanes. Marking the boundaries of sections of the roadway where entry is prohibited. Marking the boundaries of vehicle parking areas

Fig.1.1 Shape, color, dimensions of road markings

1.2.1 Purpose: Marking the edge of the roadway

Fig.1.2.1 Shape, color, dimensions of road markings

1.2.2 Purpose: Marking the edge of the carriageway on two-lane roads

Fig.1.2.2 Shape, color, dimensions of road markings

1.3 Purpose: Separation of traffic flows in opposite directions

Rice. 1.3 Shape, color, dimensions of road markings

1.4 Purpose: Designation of places where stopping vehicles is prohibited

005

Rice. 1.4 Shape, color, dimensions of road markings

1.5 Purpose: Separation of traffic flows in opposite directions. Lane designation

Rice. 1.5 Shape, color, dimensions of road markings

1.6 Purpose: Designation of approach to a continuous line of longitudinal markings

Rice. 1.6 Shape, color, dimensions of road markings

1.7 Purpose: Designation of traffic lanes within the intersection

Rice. 1.7 Shape, color, dimensions of road markings

1.8 Purpose: Marking the boundary between the acceleration or deceleration lane and the main lane of the roadway

Rice. 1.8 Shape, color, dimensions of road markings

1.9 Purpose: Designation of the boundaries of traffic lanes on which reverse regulation is carried out. Separation of traffic flows in opposite directions on roads where reverse control is carried out (with reverse traffic lights turned off)

Rice. 1.9 Shape, color, dimensions of road markings

1.10 Purpose: Designation of places where parking of vehicles is prohibited

Rice. 1.10 Shape, color, dimensions of road markings

1.11 Purpose: separation of traffic flows in opposite or similar directions in places where it is necessary to limit maneuvering on the roadway. Designation of places where it is necessary to allow movement only from the side of the broken line (at places of turn, entry and exit from parking areas, gas stations, stopping points of route vehicles, etc.)

Rice. 1.11 Shape, color, dimensions of road markings

1.12 Purpose: Designation of the place where vehicles stop - stop line

Rice. 1.12 Shape, color, dimensions of road markings

1.13 Purpose: Designation of the place where the driver is obliged to give way

Fig.1.13 Shape, color, dimensions of road markings

1.14.1 Purpose: Designation of a pedestrian crossing at 6.00 greater than or equal to P greater than or equal to 4.00

Rice. 1.14.1 Shape, color, dimensions of road markings

1.14.2 Purpose: Designation of a pedestrian crossing at P > 6.00 (see Figure B.1)

Fig.1.14.2 Shape, color, dimensions of road markings

1.15 Purpose: Marking a crossing for cyclists

Rice. 1.15 Shape, color, dimensions of road markings

1.16.1 Purpose: Designation of islands separating traffic flows in opposite directions

Fig.1.16.1 Shape, color, dimensions of road markings

1.16.2 Purpose: Designation of islands separating traffic flows in the same direction

Rice. 1.16.2 Shape, color, dimensions of road markings

1.16.3 Purpose: Designation of islands at the confluence of traffic flows

Rice. 1.16.3 Shape, color, dimensions of road markings

1.17 Purpose: Designation of route vehicle stops and taxi ranks

Rice. 1.17 Shape, color, dimensions of road markings

1.18 Purpose: Designation of directions of movement along the lanes (see Figure B.2)

Rice. 1.18 Shape, color, dimensions of road markings

1.19 Purpose: Designation of approach to a narrowing of the roadway or to a continuous line of longitudinal markings 1.1 (see Figure B.3)

Rice. 1.19 Shape, color, dimensions of road markings

1.20 Purpose: Designation of approach to the transverse marking line 1.13 (see Figure B.4)

Rice. 1.20 Shape, color, dimensions of road markings

1.21 Purpose: Designation of approach to the transverse marking line 1.12 (see Figure B.5)

Rice. 1.21 Shape, color, dimensions of road markings

1.22 Purpose: Road number designation (see Figure B.6 - B.8)

Rice. 1.22 Shape, color, dimensions of road markings

1.23 Purpose: Designation of a lane of the roadway intended exclusively for the movement of route vehicles (buses, trolleybuses) (see Figure B.9)

Rice. 1.23 Shape, color, dimensions of road markings

1.24.1 Purpose: Duplication of warning road signs*

Rice. 1.24.1 Shape, color, dimensions of road markings

1.24.2 Purpose: Duplication of prohibitory road signs

029

Rice. 1.24.2 Shape, color, dimensions of road markings

1.24.3 Purpose: Duplicating the “Disabled Persons” road sign

030

Rice. 1.24.3 Shape, color, dimensions of road markings

FEDERAL AGENCY
ON TECHNICAL REGULATION AND METROLOGY

Preface

Standard information

1 DEVELOPED by the Limited Liability Company "Center for Engineering and Technical Research "Dorkontrol" (LLC "CITI "Dorkontrol")

2 INTRODUCED by the Technical Committees for Standardization TC 418 “Road Facilities” and TC 278 “Road Safety”

3 APPROVED AND ENTERED INTO EFFECT by Order of the Federal Agency for Technical Regulation and Metrology dated December 13, 2011 No. 1175-st

5 REPUBLICATION. January 2013

Information about changes To present standard published V annually published informational index "National standards", A text changes And straight to the rightTo - V monthly published information signs "National standards". IN case revision (replacements) or cancellations present standard appropriate notification will published V monthly published informational index "National standards". Corresponding information, notification And texts are placed Also V informational system general use - on official website Federal agencies By technical regulation And metrology V networks Internet

Technical means of traffic management

ROAD MARKINGS

Classification. Technical requirements

Traffic control devices. Road markings Classification. Technical requirements

Date of introduction - 2012-09-01

1 area of use

This standard establishes the shape, color, size and technical requirements for road markings (hereinafter referred to as markings) of public roads.

2 Normative references

This standard uses normative references to the following standards:

3 Terms, definitions and designations

3.1 The following terms with corresponding definitions are used in this standard:

3.1.1 road markings: Lines, inscriptions and other markings on the carriageway of highways, artificial structures on them and elements of highway infrastructure, informing road users about the conditions and traffic patterns on the road section.

3.1.2 road marking brightness coefficient: A parameter determined on a dry surface and characterizing the visibility of markings during daylight hours when observed in a direction perpendicular to the plane of the road markings from a limited area, and being an intermediate color coordinate Y, expressed as a percentage.

3.1.3 coefficientretroreflectivity of road markings: The ratio of the luminance of a surface in the viewing direction to the illuminance of that surface in a plane perpendicular to the direction of incident light.

Note - The retroreflectivity coefficient of road markings is determined separately for its two states - with a dry surface and with a wet surface (during rain).

3.1.4 light reflectance coefficient for diffuse daylight or artificial lighting of road markings: The ratio of the brightness of a road marking surface in a given direction to the illumination of this surface by diffuse lighting, determined with a dry surface.

3.1.5 color coordinates of the road marking surface: Parameters characterizing the color of the road marking surface and determined in the 1931 CIE colorimetric system.

3.1.6 functional durability of road markings: The period during which the marking meets regulatory requirements.

3.1.7 horizontal road markings with a structured surface: Marking made from separate fragments, the degree of filling of the lines when applied is less than 100%.

Note - The degree of line filling is the ratio of the area covered by the marking material to the area of the marking surface at its outer boundaries, expressed as a percentage.

3.1.8 horizontal road markings with a profile surface: Marking with alternating protrusions of various shapes, the degree of filling of the lines when applied is 100%.

3.1.9 design position of road markings: The position of markings on the carriageway of highways, artificial structures on them and elements of highway construction in accordance with the traffic management project approved in the prescribed manner.

3.2 This standard uses the following designations for photometric and lighting parameters of horizontal road markings:

β v - marking brightness coefficient, %;

Q d, - coefficient of light reflection of markings in diffuse daylight or artificial lighting, mkd × lux -1 × m -2;

R L - coefficient of retroreflection of markings with dry coating, mkd × lux -1 × m -2;

R W - coefficient of retroreflection of markings on a wet surface (during rain), mkd × lux -1 × m -2;

X And at- chromaticity coordinates.

4 Classification of road markings

4.1 Marking is divided into two groups:

Horizontal marking;

Vertical markings.

Each type of markup is assigned a number, which has the following structure of two or three digits or two-digit numbers separated by periods:

the first digit of the number indicates the group to which the marking belongs (1 - horizontal marking, 2 - vertical marking);

the second digit or number indicates the serial number of the markup in the group;

the third digit (if available) is a type of marking.

4.2 The numbers, shape, color, dimensions and purpose of each type of marking are given in Appendix A (Tables A.1 and A.2).

It is allowed to apply markings 1.1 - 1.12, 1.14.1, 1.14.2 with a structural and profile surface. The outer boundaries of horizontal markings with a structural surface should not exceed the limits established by this standard.

The sizes of arrows, letters and numbers are given in Appendix B (Figures B.1 - B.9).

4.3 Horizontal markings can be permanent or temporary. Permanent markings, except for 1.4, 1.10, 1.17, must be white, markings 1.4, 1.10, 1.17 must be yellow (see Appendix A).

Temporary markings must be orange and made with materials that can be quickly removed. When applying it, removing permanent markings is not necessary.

The functional durability of temporary markings is limited by the duration of road works or other events that required their application.

5 Technical requirements

5.1 Marking can be done with paint (enamels), thermoplastic and cold plastic in accordance with GOST R 52575, polymer tapes in accordance with GOST R 54306, piece forms in accordance with GOST R 53170, retroreflectors in accordance with GOST R 50971. To give markings made from paints (enamels), thermoplastics and cold plastics, piece-shaped forms, retroreflective properties, microglass beads are used in accordance with GOST R 53172.

5.2 When marking is applied, its deviation from the design position should not exceed:

For horizontal markings in the transverse direction (relative to the axis of the roadway) - 0.05 m;

For horizontal markings (except for markings 1.1 - 1.6 and 1.8 - 1.11) in the longitudinal direction (relative to the axis of the roadway) - 0.05 m;

For horizontal markings 1.1 - 1.6 and 1.8 - 1.11 in the longitudinal direction - 1.00 m;

For vertical markings - 0.05 m.

The deviation of the marking dimensions from those established by this standard and GOST R 52289 should not exceed:

0.01 m in line width for 1.1 - 1.12 and the distance between them for 1.3, 1.9 and 1.11;

0.10 m along the length of the strokes and gaps between them for 1.2.2, 1.5, 1.6, 1.8 - 1.11;

0.05 m along the length of strokes and gaps between them for 1.7, 1.15;

5% (but not more than 0.10 m) for other linear dimensions.

When applying markings 1.1, 1.2.1, 1.3, 1.4, 1.11 with a thickness of 1.5 mm or more, it is allowed to use technological breaks no more than 0.05 m long with a distance between them of at least 20 m.

5.3 Horizontal markings (except for retroreflectors in accordance with GOST R 50971) should not protrude above the surface on which they are applied by more than 6 mm, including the height of the marking protrusions with a profile surface.

5.4 Markings made with thermoplastic or cold plastic with an application thickness of 1.5 mm or more, piece forms and polymer tapes must have a functional durability of at least one year, thermoplastic or cold plastic with an application thickness of less than 1.5 mm - at least six months , and with paints (enamels) - at least three months.

For markings 1.1 - 1.11, made of thermoplastic or cold plastic with an application thickness of 1.5 mm or more, polymer tapes, piece forms on any control section with a length of 50 m, - 25%;

For markings 1.12 - 1.25, made of thermoplastic or cold plastic with an application thickness of 1.5 mm or more, polymer tapes, piece forms - 30%,

For markings 1.1 - 1.11, made of paint (enamel), thermoplastic or cold plastic with an application thickness of less than 1.5 mm on any control section of 50 m, - 50%;

For markings 1.12 - 1.25, made of paint (enamel), thermoplastic or cold plastic with an application thickness of less than 1.5 mm - 50%.

5.6 Chromaticity coordinates X And at markings applied to the pavement of roads, determined in the colorimetric system of the CIE 1931 with a light source D65 (by ) and a measurement geometry of 45/0° (see Figure B.1), must correspond to those specified in Appendix B (Table B. 1).

5.7 On sections of roads that do not have artificial lighting, white marking stripes 2.1 - 2.3 must be made of retroreflective material (except for bollards with internal lighting in accordance with GOST R 52766), and fencing and guide devices marked with markings 2.4 - 2.6 must have retroreflectors in accordance with GOST R 50971.

5.8 6 marking classes are established depending on the value of the brightness coefficient β v: B0, B1, B2, B3, B4 and B5.

The value of the brightness coefficient of the marking surface, depending on the class assigned to the marking, must correspond to the values specified in Appendix B (Table B.2).

5.9 6 classes of horizontal markings are established depending on the value of the retroreflectivity coefficient of the horizontal markings in a dry state: R0, R1, R2, R3, R4, R5.

4 classes of horizontal road markings are established depending on the value of the retroreflectivity coefficient of horizontal road markings on wet surfaces (during rain): RW0, RW1, RW2, RW3.

The retroreflectivity coefficient of vertical road markings is not standardized.

The light reflectance coefficient for diffuse daylight or artificial lighting of vertical road markings is not standardized.

5.11 The requirements specified in 5.8 - 5.10 for the brightness coefficient, the light reflectance coefficient in diffuse daylight or artificial lighting and the retroreflectivity coefficient of markings must be maintained:

For markings made of paints (enamels), thermoplastics or cold plastics with an application thickness of less than 1.5 mm - during the first month of operation;

For markings made of thermoplastic or cold plastic with an application thickness of 1.5 mm or more, piece forms, polymer tapes - during the first three months of operation.

During further operation of road markings during the period of ensuring functional durability, it is allowed to reduce the values of the brightness coefficient, retroreflectivity coefficient and light reflectance coefficient under diffuse daylight or artificial lighting given in Appendix B by no more than 25%.

5.12 Rules for the use of marking lines are given in GOST R 52289.

6 Control methods

Methods for monitoring markings according to GOST R 54809.

Appendix A
(required)

Shape, color, dimensions of road markings

Table A.1

	Shape, dimensions, m	Color *, purpose
		Separates traffic flows in opposite directions and marks the boundaries of traffic lanes in dangerous places on the roads; indicates the boundaries of the roadway to which entry is prohibited; marks the boundaries of vehicle parking spaces
		Indicates the edge of the roadway
		Separates traffic flows in opposite directions on roads with four or more lanes for traffic in both directions, with two or three lanes with a lane width of more than 3.75 m
		Yellow color. Indicates places where stopping of vehicles is prohibited
	V≤ 60 km/h, l 1 = 1,00 - 3,00, l 2 = 3,00 - 9,00; V> 60 km/h, l 1 = 3,00 - 4,00, l 2 = 9,00 - 12,00. l 1:l 2 = 1:3	Separates traffic flows in opposite directions on roads with two or three lanes; indicates the boundaries of traffic lanes when there are two or more lanes intended for traffic in the same direction
	V≤ 60 km/h, l 1 = 3,00 - 6,00, l 2 = 1,00 - 2,00; V> 60 km/h, l 1 = 6,00 - 9,00, l 2 = 2,00 - 3,00. l 1:l 2 = 3:1	Warns of approaching markings 1.1 or 1.11, which separate traffic flows in opposite or similar directions
		Indicates traffic lanes within an intersection
	R= 0.4 - on highways (roads marked with sign 5.1 according to GOST R 52290); R= 0.2 - on other roads	Marks the boundary between the acceleration or deceleration lane and the main lane of the roadway
	V≤ 60 km/h, l 1 = 3,00 - 6,00, l 2 = 1,00 - 2,00; V> 60 km/h, l 1 = 6,00 - 9,00, l 2 = 2,00 - 3,00. l 1:l 2 = 3:1	Indicates the boundaries of traffic lanes on which reverse control is carried out; separates traffic flows of opposite directions (with reverse traffic lights turned off) on roads where reverse control is carried out
		Yellow color. Indicates places where parking of vehicles is prohibited
	At turning points, entry and exit points from the adjacent territory l 1 = 0,9, l 2 = 0,3. V≤ 60 km/h, l 1 = 3,00 - 6,00, l 2 = 1,00 - 2,00; V> 60 km/h, l 1 = 6,00 - 9,00, l 2 = 2,00 - 3,00. l 1:l 2 = 3:1	Separates traffic flows of opposite or similar directions on sections of roads where changing lanes is allowed only from one lane; indicates places where it is necessary to allow traffic only from the side of the broken line (at places of turn, entry and exit from the adjacent territory)
		Indicates the place where the driver must stop if there is a 2.5 sign (according to GOST R 52290) or if there is a prohibiting traffic light signal (traffic controller)
		Indicates the place where the driver must stop, if necessary, to give way to vehicles moving on the road being crossed.
		Indicates a pedestrian crossing at 6.00 ≥ R ≥ 4,00
		Indicates a pedestrian crossing at R> 6.00 (see Figures B.1); marking arrows 1.14.2 indicate the direction of movement of pedestrians
		Indicates the place where the bicycle path crosses the roadway
		Indicates islands separating traffic flows in opposite directions
		Indicates islands separating traffic flows in the same direction. Dimensions and angles of inclination of marking lines - as for marking 1.16.1
		Indicates islands at the confluence of traffic flows. Dimensions and angles of inclination of marking lines - as for marking 1.16.1
	Sidewalk, tram tracks located at the same level as the roadway	Yellow color. Indicates stops for route vehicles and taxi ranks
		Indicates the lane directions allowed at the intersection (see Figure B.2)
		Warns of approaching a narrowing of the roadway (a section where the number of lanes in a given direction is reduced) or marking lines 1.1 or 1.11 separating traffic flows in opposite directions (see Figure B.3)
		Warns of approaching marking 1.13 (see Figure B.4)
		Warns of approaching marking 1.12 when it is used in combination with sign 2.5 according to GOST R 52290 (see Figure B.5)
		Indicates the road number (see Figures B.6 - B.8)
		Indicates a special lane for route vehicles (see Figure B.9)
		Designation of a pedestrian path or pedestrian part of a path intended for the joint movement of pedestrians and bicycles (Figure B.10)
		Designation of a bicycle path (part of a path) or lane (Figure B.11)
		Duplication of warning road signs ***
		Duplication of prohibitory road signs
		Duplication of the road sign "Disabled"
		Duplication of the “Photo-video recording” road sign and/or designation of road sections on which photo-video recording can be carried out
		Designation of artificial unevenness according to GOST R 52605
Default markup color: white - for permanent horizontal road markings (except 1.4, 1.10, 1.17); orange - for temporary horizontal road markings. ** Images of sign symbols must correspond to those given in GOST R 52290, enlarged to the required size, taking into account changes or maintaining proportions. It is allowed to duplicate road signs in colors that comply with GOST R 52290.

Table A.2

	Shape, color, dimensions, m	Purpose
	N < 2,00, IN ≤ 0,30, A = 0,10; N < 2,00, IN > 0,30, A = 0,15; N ≥ 2,00, IN > 0,30, A = 0,20	Designation of vertical surfaces of road structures (bridge supports, overpasses, end parts of parapets, etc.): 2.1.1 - to the left of the roadway; 2.1.2 - on the roadway; 2.1.3 - to the right of the roadway in this direction of travel
		Indicates the bottom edge of the superstructure of tunnels, bridges and overpasses
	IN ≤ 0,30, A = 0,10; IN > 0,30, A = 0,15	Indicates round bollards installed on medians or traffic islands
		Designation of signal posts, berms, cable fencing supports, etc.
		Marking the side surfaces of road fences in dangerous areas
		Designation of the side surfaces of road fences
	l 1 = 0,20 - 1,00, l 2 = 0,40 - 2,00. l 1:l 2 = 1:2	Indicates curbs in hazardous areas and raised traffic islands

Appendix B
(required)

Shape, location and size of arrows, letters and numbers

In all figures, the background and markings are shown with reverse coloring (negative image). All dimensions are in meters

Figure B.1.1 - Arrangement of arrows on markings of type 1.14.2.

Figure B.1.2 - Shape and dimensions of arrows on markings of type 1.14.2.

Figure B.2 - Shape and dimensions of marking booms type 1.18

Dimensions indicated by letters are given in table B.1

Table B.1

V, km/h		L 1

Figure B.3 - Shape, location and dimensions of marking booms type 1.19

Dimensions are given for V> 60 km/h (in parentheses - different dimensions for V≤ 60 km/h)

Figure B.4 - Shape and dimensions of type 1.20 markings

Figure B.5 - Shape, location and size of type 1.21 marking letters

Figure B.6 - Shape, location and dimensions of marking numbers of type 1.22

Figure B.7 - Shape, location and dimensions of marking numbers of type 1.22

Figure B.8 - Shape, location and size of type 1.22 marking letters

Figure B.9 - Shape and dimensions of type 1.23 markings


Figure B.10	Figure B.11

Figures B.10, B.11 (Introduced additionally.Change No. 1 ).

Appendix B
(required)

Colorimetric and photometric marking requirements

Figure B.1 - Graph of color areas for road markings (ICE, 1931)

Table B.1

	Designation of marking color coordinates	Coordinates of corner points of color areas of road markings
	Designation of marking color coordinates




Orange
Orange


Note - The graph of marking color areas is shown in Figure B.1.

Table B.2

Marking color	Type of coverage		Road marking brightness coefficient β v , %, not less
Horizontal road markings
	Asphalt concrete		Not standardized




	Cement concrete		Not standardized



			Not standardized



Orange			Not standardized


Vertical road markings
			Not standardized




		Not standardized

Table B.3

Table B.4

Table B.5

Marking color	Type of coverage	Reflectance coefficient of horizontal road markings in diffuse daylight or artificial lighting Q d, mkd ∙ lux -1 ∙ m -2, not less
	Asphalt concrete	Not standardized



	Cement concrete	Not standardized


	Asphalt concrete or cement concrete	Not standardized


Orange		Not standardized

Note to tables B.2 - B.5 - The highest values of the retroreflectivity coefficient, the reflectance coefficient for diffuse daylight and artificial lighting and the brightness coefficient cannot be achieved simultaneously.

Bibliography

International Lighting Dictionary. 3rd ed., common for MKO and IEC. M.: Russian language, 1979

Key words: road markings, classification, technical requirements

Approved and put into effect
By order of the Federal
technical agencies
regulation and metrology
dated December 13, 2011 N 1175-st

Document with changes made:
Amendment No. 1, approved. By order of Rosstandart dated December 9, 2013 N 2222-st.
_____________________________________________________________________

Preface

The goals and principles of standardization in the Russian Federation are established by Federal Law of December 27, 2002 N 184-FZ “On Technical Regulation”, and the rules for applying national standards of the Russian Federation are GOST R 1.0-2004 “Standardization in the Russian Federation. Basic Provisions”.

Standard information

Developed by the Limited Liability Company "Center for Engineering and Technical Research "Dorkontrol" (LLC "CITI "Dorkontrol").
Introduced by the Technical Committees for Standardization TC 418 "Road Facilities" and TC 278 "Road Safety".
Approved and put into effect by Order of the Federal Agency for Technical Regulation and Metrology dated December 13, 2011 N 1175-st.
Instead of GOST R 51256-99.

Information about changes to this standard is published in the annually published information index "National Standards", and the text of changes and amendments is published in the monthly published information index "National Standards". In case of revision (replacement) or cancellation of this standard, the corresponding notice will be published in the monthly published information index "National Standards". Relevant information, notifications and texts are also posted in the public information system - on the official website of the Federal Agency for Technical Regulation and Metrology on the Internet.

1 area of use

This standard establishes the shape, color, size and technical requirements for road markings (hereinafter referred to as markings) of public roads.

2. Normative references

This standard uses normative references to the following standards:

GOST R 50971-2011. Technical means of organizing traffic. Road reflectors. General technical requirements. Rules of application
GOST R 52289-2004. Technical means of organizing traffic. Rules for the use of road signs, markings, traffic lights, road barriers and guide devices
GOST R 52290-2004. Technical means of organizing traffic. Road signs. General technical requirements
GOST R 52575-2006. Public roads. Materials for road markings. Technical requirements
GOST R 52605-2006. Technical means of organizing traffic. Artificial bumps. General technical requirements. Rules of application
GOST R 52766-2007. Public roads. Arrangement elements. General requirements
GOST R 53170-2008. Public roads. Products for road markings. Piece forms. Technical requirements
GOST R 53172-2008. Public roads. Products for road markings. Micro glass beads. Technical requirements
GOST R 54306-2011. Public roads. Products for road markings. Polymer tapes. Technical requirements
GOST R 54809-2011. Technical means of organizing traffic. Road markings. Control methods
GOST 7721-89. Light sources for color measurements. Types. Technical requirements. Marking.

Note. When using this standard, it is advisable to check the validity of the reference standards in the public information system - on the official website of the Federal Agency for Technical Regulation and Metrology on the Internet or using the annually published information index "National Standards", which was published as of January 1 of the current year, and according to the corresponding monthly information indexes published in the current year. If the reference standard is replaced (changed), then when using this standard you should be guided by the replacing (changed) standard. If the reference standard is canceled without replacement, then the provision in which a reference is made to it is applied in the part that does not affect this reference.

3. Terms, definitions and designations

3.1. In this standard, the following terms with corresponding definitions apply:

3.1.1. Road markings: lines, inscriptions and other markings on the carriageway of highways, artificial structures on them and elements of highway infrastructure, informing road users about the conditions and traffic patterns on the road section.

3.1.2. Road marking brightness coefficient: a parameter determined on a dry surface and characterizing the visibility of markings during daylight hours when observed in a direction perpendicular to the plane of the road markings from a limited area, and is an intermediate Y color coordinate, expressed as a percentage.

3.1.3. Retroreflectivity coefficient of road markings: the ratio of the brightness of a surface in the direction of observation to the illumination of this surface in a plane perpendicular to the direction of the incident light.

Note. The retroreflectivity coefficient of road markings is determined separately for its two states - with a dry surface and with a wet surface (during rain).

3.1.4. Light reflectance coefficient for diffuse daylight or artificial lighting of road markings: the ratio of the brightness of the road marking surface in a given direction to the illumination of this surface by diffuse lighting, determined with a dry surface.

3.1.5. Color coordinates of the road marking surface: parameters characterizing the color of the road marking surface and determined in the 1931 CIE colorimetric system.

3.1.6. Functional durability of road markings: the period during which the markings meet regulatory requirements.

3.1.7. Horizontal road markings with a structural surface: markings made from individual fragments, the degree of filling of the lines when applied is less than 100%.

Note. The degree of line filling is the ratio of the area covered by the marking material to the area of the marking surface at its outer boundaries, expressed as a percentage.

3.1.8. Horizontal road markings with a profile surface: markings with alternating protrusions of various shapes, the degree of filling of the lines when applied is 100%.

3.1.9. Design position of road markings: position of markings on the carriageway of highways, artificial structures on them and elements of road construction in accordance with the road traffic management project approved in the prescribed manner.

3.2. This standard uses the following designations for photometric and lighting parameters of horizontal road markings:

Marking brightness coefficient, %;

Reflectance coefficient of markings in diffuse daylight or artificial lighting, ;

Coefficient of retroreflectivity of markings with dry coating, ;

Coefficient of retroreflectivity of markings when the surface is wet (during rain), ;

x and y are chromaticity coordinates.

4. Classification of road markings

4.1. Markup is divided into two groups:

horizontal markings;
vertical marking.

Each type of markup is assigned a number, which has the following structure of two or three digits or two-digit numbers separated by periods:
the first digit of the number indicates the group to which the marking belongs (1 - horizontal marking, 2 - vertical marking);
the second digit or number indicates the serial number of the markup in the group;
the third digit (if available) is a type of marking.

4.2. The numbers, shape, color, dimensions and purpose of each type of marking are given in Appendix A (Tables A.1 and A.2).
It is allowed to apply markings 1.1 - 1.12, 1.14.1, 1.14.2 with a structural and profile surface.
The outer boundaries of horizontal markings with a structural surface should not exceed the limits established by this standard.
The sizes of arrows, letters and numbers are given in Appendix B (Figures B.1 - B.9).

4.3. Horizontal markings can be permanent or temporary. Permanent markings, except for 1.4, 1.10, 1.17, must be white, markings 1.4, 1.10, 1.17 must be yellow (see Appendix A).
Temporary markings must be orange and made with materials that can be quickly removed. When applying it, removing permanent markings is not necessary.
The functional durability of temporary markings is limited by the duration of road works or other events that required their application.

5. Technical requirements

5.1. Markings can be made with paint (enamels), thermoplastics and cold plastics in accordance with GOST R 52575, polymer tapes in accordance with GOST R 54306, piece forms in accordance with GOST R 53170, reflectors in accordance with GOST R 50971. To create markings made from paints (enamels), thermoplastics and cold plastics, piece-shaped, reflective properties, microglass beads are used in accordance with GOST R 53172.

5.2. When marking is applied, its deviation from the design position should not exceed:

for horizontal markings in the transverse direction (relative to the axis of the roadway) - 0.05 m;
for horizontal markings (except for markings 1.1 - 1.6 and 1.8 - 1.11) in the longitudinal direction (relative to the axis of the roadway) - 0.05 m;
for horizontal markings 1.1 - 1.6 and 1.8 - 1.11 in the longitudinal direction - 1.00 m;
for vertical markings - 0.05 m.

The deviation of the marking dimensions from those established by this standard and GOST R 52289 should not exceed:

0.01 m in line width for 1.1 - 1.12 and the distance between them for 1.3, 1.9 and 1.11;
0.10 m along the length of the strokes and gaps between them for 1.2.2, 1.5, 1.6, 1.8 - 1.11;
0.05 m along the length of strokes and gaps between them for 1.7, 1.15;
5% (but not more than 0.10 m) for other linear dimensions.

When applying markings 1.1, 1.2.1, 1.3, 1.4, 1.11 with a thickness of 1.5 mm or more, it is allowed to use technological breaks no more than 0.05 m long with a distance between them of at least 20 m.

5.3. Horizontal markings (with the exception of retroreflectors in accordance with GOST R 50971) should not protrude above the surface on which they are applied by more than 6 mm, including the height of the marking protrusions with a profile surface.

5.4. Markings made with thermoplastic or cold plastic with an application thickness of 1.5 mm or more, piece forms and polymer tapes must have a functional durability of at least one year, thermoplastic or cold plastic with an application thickness of less than 1.5 mm - at least six months, and with paints (enamels) - at least three months.
The functional durability of the marking is determined by the period during which the marking meets the requirements of this standard, and the destruction and wear of each type of marking in area does not exceed the following values:

for markings 1.1 - 1.11, made of thermoplastic or cold plastic with an application thickness of 1.5 mm or more, polymer tapes, piece forms on any control section with a length of 50 m, - 25%;
for markings 1.12 - 1.25, made of thermoplastic or cold plastic with an application thickness of 1.5 mm or more, polymer tapes, piece forms - 30%;
for markings 1.1 - 1.11, made of paint (enamel), thermoplastic or cold plastic with an application thickness of less than 1.5 mm on any control section with a length of 50 m, - 50%;
for markings 1.12 - 1.25, made of paint (enamel), thermoplastic or cold plastic with an application thickness of less than 1.5 mm - 50%.

5.5. After applying new markings, traces of the old markings should not protrude beyond the boundaries of the new marking by more than 0.05 m along the length of strokes and breaks in the marking lines and 0.01 m for other geometric parameters.

5.6. The x and y color coordinates of the markings applied to the road surface, determined in the 1931 CIE colorimetric system with a D65 light source (according to GOST 7721) and a 45°/0° measurement geometry (see Figure B.1), must correspond specified in Appendix B (Table B.1).

5.7. On sections of roads that do not have artificial lighting, white marking stripes 2.1 - 2.3 must be made of retroreflective material (except for bollards with internal lighting in accordance with GOST R 52766), and fencing and guide devices marked with markings 2.4 - 2.6 must have retroreflectors in accordance with GOST R 50971.

5.8. 6 marking classes are established depending on the value of the brightness coefficient: B0, B1, B2, B3, B4 and B5.
The value of the brightness coefficient of the marking surface, depending on the class assigned to the marking, must correspond to the values specified in Appendix B (Table B.2).

5.9. 6 classes of horizontal markings are established depending on the value of the retroreflectivity coefficient of the horizontal markings in a dry state: R0, R1, R2, R3, R4, R5.
The value of the retroreflectivity coefficient of horizontal markings with a dry coating, depending on the class assigned to the markings, must correspond to the values specified in Appendix B (Table B.3).
4 classes of horizontal road markings are established depending on the value of the retroreflectivity coefficient of horizontal road markings on wet surfaces (during rain): RW0, RW1, RW2, RW3.
The value of the retroreflectivity coefficient of horizontal road markings on wet surfaces (during rain), depending on the class assigned to the markings, must correspond to the values specified in Appendix B (Table B.4).
The retroreflectivity coefficient of vertical road markings is not standardized.

5.10. 5 classes of horizontal road markings are established depending on the value of the light reflectance coefficient in diffuse daylight or artificial lighting of horizontal road markings: Q0, Q1, Q2, Q3, Q4.
The value of the light reflectance coefficient for diffuse daylight or artificial lighting of horizontal road markings, depending on the class assigned to the markings, must correspond to the values specified in Appendix B (Table B.5).
The light reflectance coefficient for diffuse daylight or artificial lighting of vertical road markings is not standardized.

5.11. The requirements specified in 5.8 - 5.10 for the brightness coefficient, the light reflectance coefficient in diffuse daylight or artificial lighting and the retroreflectivity coefficient of markings must be maintained:

for markings made of paints (enamels), thermoplastics or cold plastics with an application thickness of less than 1.5 mm - during the first month of operation;
for markings made of thermoplastic or cold plastic with an application thickness of 1.5 mm or more, piece forms, polymer tapes - during the first three months of operation.

5.12. The rules for using marking lines are given in GOST R 52289.

6. Control methods

Methods for monitoring markings according to GOST R 54809.

Appendix A
(required)

SHAPE, COLOR, SIZES OF ROAD MARKINGS

Table A.1

Number	Shape, dimensions, m	*Color<>, purpose**
1.1		Separates traffic flows in opposite directions and marks the boundaries of traffic lanes in dangerous places on the roads; indicates the boundaries of the roadway to which entry is prohibited; marks the boundaries of vehicle parking spaces
1.2		Indicates the edge of the roadway
1.2.2. Deleted as of February 28, 2014. - Change No. 1, approved. By order of Rosstandart dated December 9, 2013 N 2222-st.
1.3		Separates traffic flows in opposite directions on roads with four or more lanes for traffic in both directions, with two or three lanes with a lane width of more than 3.75 m
1.4		Yellow color. Indicates places where stopping of vehicles is prohibited
1.5		Separates traffic flows in opposite directions on roads with two or three lanes; indicates the boundaries of traffic lanes when there are two or more lanes intended for traffic in the same direction
1.6		Warns of approaching markings 1.1 or 1.11, which separate traffic flows in opposite or similar directions
1.7		Indicates traffic lanes within an intersection
1.8	P = 0.4 - on highways (roads marked with sign 5.1 according to GOST 52290); P = 0.2 - on other roads	Marks the boundary between the acceleration or deceleration lane and the main lane of the roadway
1.9		Indicates the boundaries of traffic lanes on which reverse control is carried out; separates traffic flows of opposite directions (with reverse traffic lights turned off) on roads where reverse control is carried out
1.10		Yellow color. Indicates places where parking of vehicles is prohibited
1.11	At turning points, entry and exit points from the adjacent territory,.	Separates traffic flows of opposite or similar directions on sections of roads where changing lanes is allowed only from one lane; indicates places where it is necessary to allow traffic only from the side of the broken line (at places of turn, entry and exit from the adjacent territory)
1.12		Indicates the place where the driver must stop if there is a 2.5 sign (according to GOST R 52290) or if there is a prohibiting traffic light signal (traffic controller)
1.13		Indicates the place where the driver must stop, if necessary, to give way to vehicles moving on the road being crossed.
1.14.1		Indicates a pedestrian crossing at
1.14.2		Indicates a pedestrian crossing at P > 6.00 (see Figures B.1); marking arrows 1.14.2 indicate the direction of movement of pedestrians
1.15		Indicates the place where the bicycle path crosses the roadway
1.16.1		Indicates islands separating traffic flows in opposite directions
1.16.2		Indicates islands separating traffic flows in the same direction.
1.16.3		Indicates islands at the confluence of traffic flows. Dimensions and angles of inclination of marking lines - as for marking 1.16.1
1.17	Sidewalk, tram tracks located at the same level as the roadway	Yellow color. Indicates stops for route vehicles and taxi ranks
1.18		Indicates the lane directions allowed at the intersection (see Figure B.2)
1.19		Warns of approaching a narrowing of the roadway (a section where the number of lanes in a given direction is reduced) or marking lines 1.1 or 1.11 separating traffic flows in opposite directions (see Figure B.3)
1.20		Warns of approaching marking 1.13 (see Figure B.4)
1.21		Warns of approaching marking 1.12 when it is used in combination with sign 2.5 according to GOST R 52290 (see Figure B.5)
1.22		Indicates the road number (see Figures B.6 - B.8)
1.23.1		Indicates a special lane for route vehicles (see Figure B.9)
1.23.2		Designation of a pedestrian path or pedestrian part of a path intended for the joint movement of pedestrians and bicycles (Figure B.10)
1.23.3
1.24.1		Duplication of warning road signs<***>
1.24.2		Duplication of prohibitory road signs
1.24.3		Duplication of the road sign "Disabled"
1.24.4		Duplication of the “Photo-video recording” road sign and/or designation of road sections on which photo-video recording can be carried out
1.25		Designation of artificial unevenness according to GOST R 52605
<*>Default markup color: white - for permanent horizontal road markings (except 1.4, 1.10, 1.17); orange - for temporary horizontal road markings.
<**>Here and below, the speed V should be taken to be the maximum permissible speed on a given section of the road.
<***>Images of sign symbols must correspond to those given in GOST R 52290, enlarged to the required size, taking into account changing or maintaining proportions. It is allowed to duplicate road signs in colors that comply with GOST R 52290.

Table A.2

Number	Shape, color, dimensions, m	Purpose
2.1.1 - 2.1.3		Designation of vertical surfaces of road structures (bridge supports, overpasses, end parts of parapets, etc.): 2.1.1 - to the left of the roadway; 2.1.2 - on the roadway; 2.1.3 - to the right of the roadway in this direction of travel

2.2		Indicates the bottom edge of the superstructure of tunnels, bridges and overpasses
2.3		Indicates round bollards installed on medians or traffic islands

2.4		Designation of signal posts, berms, cable fencing supports, etc.
2.5		Marking the side surfaces of road fences in dangerous areas
2.6		Designation of the side surfaces of road fences
2.7		Indicates curbs in hazardous areas and raised traffic islands

Appendix B
(required)

SHAPE, LOCATION AND SIZES OF ARROWS, LETTERS AND NUMBERS

In all figures, the background and markings are shown with reverse coloring (negative image). All dimensions are indicated in meters.

Figure B.1.1. Arrangement of arrows on markings type 1.14.2

Figure B.1.2. Shape and dimensions of arrows on markings type 1.14.2

Figure B.2. Shape and dimensions of marking arrows type 1.18

The dimensions, indicated by letters, are given in Table B.1.

Table B.1

V, km/h	l	l 1	a 1	a 2	b	d 1	d 2	e	f	k
≤60	5,00	2,05	0,70	0,80	0,50	0,35	2,60	0,50	0,30	0,45
>60	7,50	2,05	1,20	1,30	0,50	1,45	4,60	0,50	0,30	1,05

Figure B.3. Shape, location and dimensions of marking booms type 1.19

Dimensions are given for V > 60 km/h (in parentheses - different dimensions for V ≤60 km/h)Color

Designation of marking color coordinates Coordinates of corner points of color areas of road markings 1 2 3 4 White x 0,355 0,305 0,285 0,335 y 0,355 0,305 0,325 0,375 Yellow x 0,443 0,545 0,465 0,389 y 0,399 0,455 0,535 0,431 Orange x 0,506 0,570 0,610 0,585 y 0,404 0,429 0,390 0,375 Black x 0,260 0,345 0,385 0,300 y 0,310 0,395 0,355 0,270 Note. The graph of marking color areas is shown in Figure B.1.

Table B.2

Marking color	Type of coverage	Class	Road marking brightness coefficient, %, not less
Horizontal road markings
White	Asphalt concrete	B0	Not standardized
		B2	30
		B3	40
		B4	50
		B5	60
	Cement concrete	B0	Not standardized
		B3	40
		B4	50
		B5	60
Yellow		B0	Not standardized
		B1	20
		B2	30
		B3	40
Orange		B0	Not standardized
		B1	20
		B2	30
Vertical road markings
White	-	B0	Not standardized
		B2	30
		B3	40
		B4	50
		B5	60
Black	-	Not standardized

Table B.3

Marking color	Class	Retroreflectivity coefficient of horizontal road markings for nighttime conditions with dry pavement , , not less
Constant
White	R0	Not standardized
	R2	100
	R3	150
	R4	200
	R5	300
Yellow	R0	Not standardized
	R1	80
	R3	150
	R4	200
Temporary
Orange	R0	Not standardized
	R1	80
	R2	100
	R3	150

Table B.4

Table B.5

Marking color	Type of coverage	Class	Reflectance coefficient of horizontal road markings in diffuse daylight or artificial lighting, , not less
White	Asphalt concrete	Q0	Not standardized
		Q2	100
		Q3	130
		Q4	160
	Cement concrete	Q0	Not standardized
		Q3	130
		Q4	160
Yellow	Asphalt concrete or cement concrete	Q0	Not standardized
		Q1	80
		Q2	100
Orange		Q0	Not standardized
		Q1	80
		Q2	100

Note to tables B.2 - B.5. The highest values of the retroreflectivity coefficient, the reflectance coefficient for diffuse daylight and artificial lighting and the brightness coefficient cannot be achieved simultaneously.

Bibliography

International Lighting Dictionary. 3rd ed., common for MKO and IEC. M.: Russian language, 1979.

Approvedand put into effect

By order of the Federal

technical agencies

regulation and metrology

NATIONAL STANDARD OF THE RUSSIAN FEDERATION

TRAFFIC CONTROL EQUIPMENT

ROAD MARKINGS

CLASSIFICATION. TECHNICAL REQUIREMENTS

Traffic control devices. Road markings

Classification. Technical requirements

GOST R 51256-2011

Group D28

OKS 93.080.30

OKP 48 0000

Date of introduction

Preface

Standard information

1. Developed by the Limited Liability Company "Center for Engineering and Technical Research "Dorkontrol" (LLC "CITI "Dorkontrol").

2. Introduced by the Technical Committees for Standardization TC 418 "Road Facilities" and TC 278 "Road Safety".

3. Approved and put into effect by Order of the Federal Agency for Technical Regulation and Metrology dated December 13, 2011 N 1175-st.

4. Instead of GOST R 51256-99.

1 area of use

This standard establishes the shape, color, size and technical requirements for road markings (hereinafter referred to as markings) of public roads.

This standard uses normative references to the following standards:

GOST R 50971-2011. Technical means of organizing traffic. Retroreflectors road. General technical requirements. Rules of application

GOST R 52289-2004. Technical means of organizing traffic. Rules for the use of road signs, markings, traffic lights, road barriers and guide devices

GOST R 52290-2004. Technical means of organizing traffic. Road signs. General technical requirements

GOST R 52575-2006. Public roads. Materials for road markings. Technical requirements

GOST R 52605-2006. Technical means of organizing traffic. Artificial bumps. General technical requirements. Rules of application

GOST R 52766-2007. Public roads. Arrangement elements. General requirements

GOST R 54809-2011. Technical means of organizing traffic. Road markings. Control methods

GOST R 53170-2008. Public roads. Products for road markings. Piece forms. Technical requirements

GOST R 53172-2008. Public roads. Products for road markings. Micro glass beads. Technical requirements

GOST R 54306-2011. Public roads. Products for road markings. Polymer tapes. Technical requirements

GOST 7721-89. Light sources for color measurements. Types. Technical requirements. Marking.

3. Terms, definitions and designations

3.1. In this standard, the following terms with corresponding definitions apply:

3.1.3. Coefficient retroreflection road markings: the ratio of the brightness of a surface in the direction of observation to the illumination of this surface in a plane perpendicular to the direction of the incident light.

Note. Coefficient retroreflection road markings are determined separately for two of its states - with a dry surface and with a wet surface (during rain).

3.1.5. Color coordinates of the road marking surface: parameters characterizing the color of the road marking surface and determined in the 1931 CIE colorimetric system.

3.1.6. Functional durability of road markings: the period during which the markings meet regulatory requirements.

3.1.7. Horizontal road markings with a structural surface: markings made from individual fragments, the degree of filling of the lines when applied is less than 100%.

Note. The degree of line filling is the ratio of the area covered by the marking material to the area of the marking surface at its outer boundaries, expressed as a percentage.

3.1.8. Horizontal road markings with a profile surface: markings with alternating protrusions of various shapes, the degree of filling of the lines when applied is 100%.

3.2. This standard uses the following designations for photometric and lighting parameters of horizontal road markings:

Marking brightness coefficient, %;

Reflectance coefficient of markings in diffuse daylight or artificial lighting, ;

Coefficient retroreflection markings for dry coating, ;

Coefficient retroreflection markings on wet surfaces (during rain), ;

x and y are chromaticity coordinates.

4. Classification of road markings

4.1. Markup is divided into two groups:

Horizontal marking;

Vertical markings.

Each type of markup is assigned a number, which has the following structure of two or three digits or two-digit numbers separated by periods:

the first digit of the number indicates the group to which the marking belongs (1 - horizontal marking, 2 - vertical marking);

the second digit or number indicates the serial number of the markup in the group;

the third digit (if available) is a type of marking.

4.2. The numbers, shape, color, dimensions and purpose of each type of marking are given in Appendix A (Tables A.1 and A.2).

It is allowed to apply markings 1.1 - 1.12, 1.14.1, 1.14.2 with a structural and profile surface.

The outer boundaries of horizontal markings with a structural surface should not exceed the limits established by this standard.

The sizes of arrows, letters and numbers are given in Appendix B (Figures B.1 - B.9).

4.3. Horizontal markings can be permanent or temporary. Permanent markings, except for 1.4, 1.10, 1.17, must be white, markings 1.4, 1.10, 1.17 must be yellow (see Appendix A).

Temporary markings must be orange and made with materials that can be quickly removed. When applying it, removing permanent markings is not necessary.

The functional durability of temporary markings is limited by the duration of road works or other events that required their application.

5. Technical requirements

5.1. Marking can be done with paint (enamel), thermoplastic and cold plastic according to GOST R 52575, polymer tapes according to GOST R 54306, piece forms according to GOST R 53170, reflectors according to GOST R 50971. To give markings made from paints (enamels), thermoplastics and cold plastics, piece forms, retroreflective properties apply micro glass beads according to GOST R 53172.

5.2. When marking is applied, its deviation from the design position should not exceed:

For horizontal markings in the transverse direction (relative to the axis of the roadway) - 0.05 m;

For horizontal markings (except for markings 1.1 - 1.6 and 1.8 - 1.11) in the longitudinal direction (relative to the axis of the roadway) - 0.05 m;

For horizontal markings 1.1 - 1.6 and 1.8 - 1.11 in the longitudinal direction - 1.00 m;

For vertical markings - 0.05 m.

The deviation of the marking dimensions from those established by this standard and GOST R 52289 should not exceed:

0.01 m in line width for 1.1 - 1.12 and the distance between them for 1.3, 1.9 and 1.11;

0.10 m along the length of the strokes and gaps between them for 1.2.2, 1.5, 1.6, 1.8 - 1.11;

0.05 m along the length of strokes and gaps between them for 1.7, 1.15;

5% (but not more than 0.10 m) for other linear dimensions.

When applying markings 1.1, 1.2.1, 1.3, 1.4, 1.11 with a thickness of 1.5 mm or more, it is allowed to use technological breaks no more than 0.05 m long with a distance between them of at least 20 m.

5.3. Horizontal markings (except retroreflectors according to GOST R 50971) should not protrude above the surface on which it is applied by more than 6 mm, including the height of the marking protrusions with the profile surface.

For markings 1.1 - 1.11, made of thermoplastic or cold plastic with an application thickness of 1.5 mm or more, polymer tapes, piece forms on any control section with a length of 50 m, - 25%;

For markings 1.12 - 1.25, made of thermoplastic or cold plastic with an application thickness of 1.5 mm or more, polymer tapes, piece forms - 30%;

For markings 1.1 - 1.11, made of paint (enamel), thermoplastic or cold plastic with an application thickness of less than 1.5 mm on any control section of 50 m, - 50%;

For markings 1.12 - 1.25, made of paint (enamel), thermoplastic or cold plastic with an application thickness of less than 1.5 mm - 50%.

5.7. On sections of roads that do not have artificial lighting, white marking stripes 2.1 - 2.3 must be made of retroreflective material (except for cabinets with internal lighting in accordance with GOST R 52766), and fencing and guide devices, marked with markings 2.4 - 2.6, must have reflectors according to GOST R 50971.

5.8. 6 marking classes are established depending on the value of the brightness coefficient: B0, B1, B2, B3, B4 and B5.

The value of the brightness coefficient of the marking surface, depending on the class assigned to the marking, must correspond to the values specified in Appendix B (Table B.2).

5.9. 6 classes of horizontal marking are established depending on the value of the coefficient retroreflection horizontal markings in dry condition: R0, R1, R2, R3, R4, R5.

Coefficient value retroreflection horizontal markings on dry surfaces, depending on the class assigned to the markings, must correspond to the values specified in Appendix B (Table B.3).

4 classes of horizontal road markings are established depending on the value of the coefficient retroreflection horizontal road markings on wet surfaces (during rain): RW0, RW1, RW2, RW3.

Coefficient value retroreflection horizontal road markings on wet surfaces (during rain), depending on the class assigned to the markings, must correspond to the values specified in Appendix B (Table B.4).

Coefficient retroreflection Vertical road markings are not standardized.

The light reflectance coefficient for diffuse daylight or artificial lighting of vertical road markings is not standardized.

5.11. The requirements specified in 5.8 - 5.10 for the brightness coefficient, light reflectance coefficient for diffuse daylight or artificial lighting and coefficient retroreflection markup must be preserved:

For markings made of paints (enamels), thermoplastics or cold plastics with an application thickness of less than 1.5 mm - during the first month of operation;

For markings made of thermoplastic or cold plastic with an application thickness of 1.5 mm or more, piece forms, polymer tapes - during the first three months of operation.

During further operation of road markings during the period of ensuring functional durability, it is allowed to reduce the values of the brightness coefficient, coefficient retroreflection and the light reflectance coefficient under diffuse daylight or artificial lighting, given in Appendix B, by no more than 25%.

5.12. The rules for using marking lines are given in GOST R 52289.

6. Control methods

Methods for monitoring markings according to GOST R 54809.

Application A

(required)

SHAPE, COLOR, SIZES OF ROAD MARKINGS

Table A.1

──────┬──────────────────────────────────┬─────────────────────────────────

Number │Shape, dimensions, m │Color<*>, purpose

──────┴──────────────────────────────────┴─────────────────────────────────

opposite directions and

denotes the boundaries of traffic lanes

in dangerous places on the roads;

indicates the boundaries of the road

parts where entry is prohibited;

marks the boundaries of parking areas

vehicle locations

1.2.1O indicates the edge of the roadway

───────────────────────────────────────────────────────────────────────────

1.2.2O indicates the edge of the roadway

on two-lane roads

V<= 60 км/ч, , ;

V > 60 km/h, , ;

V - movement speed<**>.

1.3Separates traffic flows

roads with four lanes

movement and more

1.4Color - yellow.

stopping vehicles

1.5Separates traffic flows

opposite directions on

roads having two or three

stripes;

indicates the boundaries of the stripes

movements in the presence of two or more

strips intended for

movement in one direction

V<= 60 км/ч, ,

;

V > 60 km/h, ,

1.6P warns of approach

to markup 1.1 or 1.11, which

opposite or concurrent

directions

V<= 60 км/ч, ,

;

V > 60 km/h, ,

1.7O indicates traffic lanes

within the intersection

1.8O denotes the boundary between the stripe

acceleration or deceleration and main

strip of the roadway

P = 0.4 - on highways

(roads marked with sign 5.1

according to GOST R 52290);

P = 0.2 - on other roads

1.9O indicates the boundaries of the stripes

movements in which

reverse is carried out

regulation;

separates traffic flows

opposite directions

(with reverse switches off

traffic lights) on the roads,

where the reverse is carried out

regulation

V<= 60 км/ч, ,

V > 60 km/h, ,

1.10Color - yellow.

Indicates places where it is prohibited

vehicle parking

1.11Separates traffic flows

opposite or concurrent

directions on road sections,

where changing lanes is only allowed

from one strip;

indicates places where it is necessary

allow movement only

from the side of the broken line

(at turning points, entry points and

leaving the adjacent territory)

At turning points, entry and exit points

from the surrounding area,

V<= 60 км/ч, ,

V > 60 km/h, ,

must stop if available

sign 2.5 (according to GOST R 52290) or

at a prohibitory traffic light

(traffic controller)

1.13U indicates the place where the driver

should if necessary

stop to give way

vehicles,

moving along an intersecting road

1.14.1

at 6.00 >= P >= 4.00

1.14.2O stands for pedestrian crossing

at P > 6.00 (see Figures B.1);

marking arrows 1.14.2 indicate

direction of pedestrian movement

1.15O stands for the place where

bike path crosses

roadway

1.16.1O denotes the islands separating

traffic flows

opposite directions

1.16.2O denotes the islands separating

traffic flows of one

directions.

Dimensions and angles of lines

markings - as for marking

1.16.1

1.16.3O denotes islands in places

merging traffic flows.

Dimensions and angles of lines

markings - as for marking

1.16.1

1.17Color - yellow.

Indicates stopping places

route vehicles

and taxi stands

Sidewalk, tram tracks,

located on the same level

with the roadway

1.18U indicates those allowed on

traffic direction at the intersection

by stripes (see Figure B.2)

1.19P warns of approach

to the narrowing of the roadway

(the area where it decreases

number of lanes in a given

direction) or to lines

markup 1.1 or 1.11,

separating traffic flows

opposite directions

(see Figure B.3)

1.20P warns of approach

to marking 1.13 (see Figure B.4)

1.21P warns of approach

to markup 1.12 when it

used in combination with the sign

2.5 according to GOST R 52290

(see Figure B.5)

1.22O stands for road number

(see figures B.6 - B.8)

1.23O stands for special stripe

for route transport

funds (see Figure B.9)

1.24.1 Duplication warning

road signs<***>

1.24.2 Duplicate prohibitions

road signs

1.24.3 Duplicating a road sign

"Disabled"

1.25 Designation of artificial

irregularities according to GOST R 52605

<*>Default markup color:

white - for permanent horizontal road markings (except 1.4,

1.10, 1.17);

orange - for temporary horizontal road markings.

the maximum permissible speed on a given section of the road.

<***>Images of sign symbols must correspond to those shown

in GOST P 52290, increased to the required size taking into account the changes

or maintaining proportions. Duplication of road signs is allowed

in a color scheme corresponding to GOST R 52290.

Table A.2

───────┬─────────────────────────────────┬─────────────────────────────────

Number │Shape, color, dimensions, m │Purpose

───────┴─────────────────────────────────┴─────────────────────────────────

2.1.1 -Designation of vertical

2.1.3surfaces of road structures

(bridge supports, overpasses,

end parts of parapets and

etc.):

2.1.1 - to the left of the roadway;

2.1.2 - on the roadway;

2.1.3 - to the right of the roadway

given direction of movement

H< 2,00, B <= 0,30, a = 0,10;

H< 2,00, B >0.30, a = 0.15;

H >= 2.00, B > 0.30, a = 0.20

2.2O stands for bottom edge

tunnel spans,

bridges and overpasses

2.3O stands for round cabinets,

installed on dividing

stripes or islands

security

B<= 0,30, a = 0,10;

B > 0.30, a = 0.15

2.4 Designation of signal

columns, gouges, cable supports

fences, etc.

2.5 Designation of side surfaces

road barriers on dangerous

areas

2.6 Designation of side surfaces

road barriers

2.7O denotes curbs on dangerous

areas and elevated islands

security

, .

Application B

(required)

SHAPE, LOCATION AND SIZES OF ARROWS, LETTERS AND NUMBERS

In all figures, the background and markings are shown with reverse coloring (negative image). All dimensions are indicated in meters.

Figure B.1.1. Arrangement of arrows on markings type 1.14.2

Figure B.1.2. Shape and size of arrows

on markings like 1.14.2

Figure B.2. Shape and dimensions of marking arrows type 1.18

The dimensions, indicated by letters, are given in Table B.1.

Table B.1

┌───────┬─────┬─────┬─────┬─────┬──────┬──────┬──────┬──────┬──────┬──────┐

│V, km/h│L│L│a│a│b│d│d│e│f│k│

│││1 │1 │2 ││1│2││││

│ <= 60 │5,00 │2,05 │0,70 │0,80 │ 0,50 │ 0,35 │ 2,60 │ 0,50 │ 0,30 │ 0,45 │

├───────┼─────┼─────┼─────┼─────┼──────┼──────┼──────┼──────┼──────┼──────┤

│ > 60│7,50 │2,05 │1,20 │1,30 │ 0,50 │ 1,45 │ 4,60 │ 0,50 │ 0,30 │ 1,05 │

└───────┴─────┴─────┴─────┴─────┴──────┴──────┴──────┴──────┴──────┴──────┘

Figure B.3. Shape, location

and dimensions of marking arrows type 1.19

Dimensions given for V > 60 km/h

(in parentheses are different sizes for V<= 60 км/ч)

Figure B.4. Shape and dimensions of type 1.20 markings

Figure B.5. Shape, location

and sizes of marking letters of type 1.21

Figure B.6. Shape, location

Figure B.7. Shape, location

and sizes of digits marking type 1.22

Figure B.8. Shape, location

and sizes of marking letters like 1.22

Figure B.9. Shape and dimensions of type 1.23 markings

Application IN

(required)

COLORIMETRIC AND PHOTOMETRIC REQUIREMENTS FOR MARKING

Figure B.1. Color Area Plot

for road markings (MKO, 1931)

Table B.1

┌─────────┬───────────┬───────────────────────────────────────────────────┐

│Color│Designation│Coordinates of the corner points of color areas│

││ coordinates │road markings│

││ chromaticity ├────────────┬────────────┬────────── ──┬─────── ─────┤

││ markings│1│2│3│4│

│White│x│0.355│0.305│0.285│0.335│

││y│0.355│0.305│0.325│0.375│

├─────────┼───────────┼────────────┼────────────┼────────────┼────────────┤

│ Yellow│x│0.443│0.545│0.465│0.389│

││y│0.399│0.455│0.535│0.431│

│Orange│ x│0.506│0.570│0.610│0.585│

││y│0.404│0.429│0.390│0.375│

│ Black│x│0.260│0.345│0.385│0.300│

││y│0.310

┌─────────┬────────────────┬──────────────┬───────────────────────────────┐

│Color│Type of coating│Class│Road brightness coefficient│

│markings │││ markings, beta, %, no less│

││││v│

│Horizontal road markings│

│White│ Asphalt concrete│B0 │Н it is normalized│

│││B2│30│

│││B3│40│

│││B4│50│

│ ││B5│60│

│├────────────────┼──────────────┼───────────────────────────────┤

││Cement concrete│B0 │Н it is normalized│

│││B3│40│

│││B4│50│

│││B5│60│

├─────────┼────────────────┼──────────────┼───────────────────────────────┤

│ Yellow│ Asphalt concrete│B0 │Н it is normalized│

││or cement concrete│B1│20│

│││B2│30│

│││B3│40│

├─────────┤├──────────────┼───────────────────────────────┤

│Orange││B0 │Н it is normalized│

│││B1│20│

│││B2│30│

├─────────┴────────────────┴──────────────┴───────────────────────────────┤

│Vertical road markings│

├─────────┬────────────────┬──────────────┬───────────────────────────────┤

│White│-│B0 │Н it is normalized│

│││B2│30│

│││B3│40│

│││B4│50│

│││B5│60│

├─────────┼────────────────┼──────────────┴───────────────────────────────┤ horizontal road│

│markings ││ markings for conditions of darkness and dry│

│││-1-2│

│││covering R, mkd x OK x m , no less│

│││L│

│Constant│

│White│ R0 │Н it is normalized│

││ R2│100│

││ R3│150│

││ R4│200│

││ R5│300│

├─────────┼─────┼─────────────────────────────────────────────────────────┤

│ Yellow│ R0 │Н it is normalized│

││ R1│80│

││ R3│150│

││ R4│200│

├─────────┴─────┴─────────────────────────────────────────────────────────┤

│Temporary│

├─────────┬─────┬─────────────────────────────────────────────────────────┤

│Orange│ R0 │Н it is normalized│

││ R1│80│

││ R2│100│

││ R3│150│

└─────────┴─────┴─────────────────────────────────────────────────────────┘

Table B.4

┌─────┬───────────────────────────────────────────────────────────────────┐

│Class│ Coefficient retroreflection horizontal road markings For │

││dark conditions with wet surfaces (during rain) │

││-1-2 │

││R, mkd x OK x m , no less│

││W│

├─────┼───────────────────────────────────────────────────────────────────┤

│ RW0 │Н it is normalized│

│ RW1 │25│

│ RW2 │35│

│markings │││horizontal road markings at│

││││diffuse daytime or artificial│

││││-1-2│

││││illumination Q, mkd x OK x m , no less│

││││d│

│White│ Asphalt concrete│ Q0 │Н it is normalized│

│││ Q2│100│

│││ Q3│130│

│││ Q4│160│

│├────────────────┼─────┼────────────────────────────────────────┤

││ Cement concrete│Q0 │Н it is normalized│

│││ Q3│130│

│││ Q4│160│

├─────────┼────────────────┼─────┼────────────────────────────────────────┤

│ Yellow│ Asphalt concrete│ Q0 │Н it is normalized│

││or cement concrete│Q1│80│

│││ Q2│100│

├─────────┤├─────┼────────────────────────────────────────┤

│Orange││ Q0 │Н it is normalized│

│││ Q1│80│

│││ Q2│100│

└─────────┴────────────────┴─────┴────────────────────────────────────────┘

Note to tables B.2 - B.5. Highest coefficient values retroreflection, reflectance coefficient for diffuse daylight and artificial lighting and luminance coefficient cannot be achieved simultaneously.

BIBLIOGRAPHY

International Lighting Dictionary. 3rd ed., common for MKO and IEC. M.: Russian language, 1979.

Also on topic

Go to the Devil: How to make a contract with dark forces

Compatibility of dogs and goats in love and marriage

Checking the authenticity of a diploma - all possible ways

Why do relatives dream - interpretation of sleep

Seeing a tit in a dream - dream analysis Why do you dream of a tit knocking on the window

shape, color, dimensions of road markings. Appendix a

Text GOST R 51256-2011 Technical means of organizing traffic. Road markings. Classification. Technical requirements

ROAD MARKINGS

Preface

1 area of ​​use

2 Normative references

3 Terms, definitions and designations

4 Classification of road markings

5 Technical requirements

6 Control methods

▼ mmm

0,10 2.00 , 2.00

Appendix A. SHAPE, COLOR, DIMENSIONS OF ROAD MARKINGS

1 area of ​​use

2 Normative references

3 Terms, definitions and designations

4 Classification of road markings

5 Technical requirements

6 Control methods

Appendix A (required)

Appendix B (required)

Appendix B (required)

Bibliography

Preface

Standard information

1 area of ​​use

2. Normative references

3. Terms, definitions and designations

4. Classification of road markings

5. Technical requirements

6. Control methods

SHAPE, COLOR, SIZES OF ROAD MARKINGS

SHAPE, LOCATION AND SIZES OF ARROWS, LETTERS AND NUMBERS

Bibliography

1 area of use

1 area of use

Appendix A
(required)

Appendix B
(required)

Appendix B
(required)

1 area of use