1.0.1 The Specification is prepared to make the arrangement of highway traffic signs and markings scientific, regulated and systematic, well satisfy the travel demand of highway users, and promote the safety and flow of highway traffic.
1.0.2 This Specification is applicable to the arrangement of traffic signs and markings for newly-built, expanded and renovated highways.
1.0.3 In case of the same highway constructed by section, the arrangement principles and criteria for the traffic signs and markings shall be kept consistent.
1.0.4 Highway traffic signs and markings shall be arranged considering the surrounding road system, traffic, social environment and natural environment and be harmonized with other facilities. Traffic signs and markings shall be used in conjunction with actual demand, have their denotations mutually coordinated and be readily legible to highway users.
1.0.5 Where a new theory and new technology of arrangement for highway traffic signs and markings are adopted, their safety and service functionality shall be demonstrated.
1.0.6 The arrangement of highway traffic signs and markings shall comply with not only this Specification but also other related current national standards and codes.
2 General Requirements
2.1 General
2.1.1 The classification, color, shape, line, character, graphic and dimension of highway traffic signs and markings shall comply with the corresponding parts of the current "Road Traffic Signs and Markings" (GB 5768).
2.1.2 The arrangement of highway traffic signs and markings shall consider the highway users who are new to surrounding road system as the design object so that they are provided with legible, definite and concise information and adequate time for discovery, reading and response.
2.1.3 Based on road system analysis, highway traffic signs and markings shall be arranged taking comprehensive consideration of such factors as highway condition, traffic condition, meteorological and environmental conditions, and according to the functions of traffic signs and markings, behavioral trait of driver, and requirement for traffic management.
2.1.4 Highway traffic signs and markings shall be inter-coordinated with town traffic signs and markings.
2.1.5 The information provided by traffic signs and markings shall completely be related to traffic management and service.
2.1.6 In case of changed arrangement condition, the traffic sign and marking involved shall be replaced or removed promptly.
2.1.7 The arrangement of traffic sign shall be comprehensive, systematic, continuous and balanced, and shall avoid information overload, information deficiency or content discrepancy and ambiguity.
2.1.8 For continuously arranged longitudinal or transverse traffic markings, drainage joints shall be arranged at interval of 10~15m as required; if other markings may hinder drainage, drainage joints shall be arranged along the drainage direction. The width of drainage joint may be 3~5cm.
2.1.9 For opening access of newly-built highway, traffic signs and markings shall be arranged as specified. During construction or maintenance period, if the highway is kept accessible, temporary traffic signs and markings shall be arranged. After construction is completed, useless traffic signs and markings shall be withdrawn promptly.
2.2 Sign Layout
2.2.1 The layout of traffic sign shall be concise and aesthetic, and provide definite and unambiguous instructions. Traffic signs of the same type should adopt sign layouts of the same type. The traffic sign plates that arranged on the same overhead supporting structure, e.g. portal and cantilever, should have their height and frame specification unified.
2.2.2 Directional signs of highway shall adopt Chinese characters and may be combined with other language, e.g. minority characters or English if necessary. English places shall be expressed by Chinese phonetic alphabet. Unless otherwise specified, the initials of English word (including Chinese phonetic alphabet) shall be capitalized with the remaining lowercased. See Appendix A.1 for an example for the layout of directional sign.
2.2.3 The arrow used on directional sign shall be angled so as to reflect the running direction, as shown in Appendix A.1.
1 When the arrow of portal type sign or attached sign on overpass bridge is to indicate the lane intention or running destination, it shall be oriented downward; when the arrow is to indicate the running direction of vehicle instead of a specific lane, it shall be oriented upward; when the arrow is to indicate exit, the arrow shall be so angled as to reflect the direction of exit lane.
2 As for the directional sign installed on road side, the arrow indicating straight on direction shall be oriented upward and the one indicating turning direction shall be oriented in line with the direction of the turn-to lane. When upward, leftward and rightward arrows coexist both on the upper and lower sides, they shall be arranged following the order of upward, leftward and rightward; the upward and leftward arrows shall be located leftmost and the rightward arrow shall be located rightmost; when the three arrows coexist both on the left and right sides, they shall follow the order of leftward, upward and rightward.
2.2.4 Unless otherwise specified, the distance indicated in directional sign layout should be expressed by 1km and shall be rounded off if not an integer. If the figure at the first decimal place is required, it shall have its height half of the others and its bottom in line with the others.
2.2.5 As for dedicated graphic symbol, the direction of vehicle, e.g. plane, shall be kept in line with the traveling direction.
2.2.6 Unless otherwise specified, the plate and text sizes of various traffic signs shall be determined according to design speed, as shown in Table 2.2.6-1.The use of this table shall meet the following requirements:
1 General Provisions 2 General Requirements 2.1 General 2.2 Sign Layout 2.3 Setting Position of Sign 2.4 Supporting Mode of Sign 2.5 Structure Design of Sign 2.6 Material Requirements 3 Warning Signs 3.1 General Requirements 3.2 Warning Signs Related to the Geometric Alignments of the Highway 3.3 Warning Signs Related to Intersections 3.4 Warning Signs Related to Road Conditions 3.5 Warning Signs Related to Roadside Facilities 3.6 Warning Signs Related to Roadside Environment 3.7 Other Warning Signs 4 Prohibition Signs 4.1 General Requirements 4.2 Prohibition Signs Concerned with Traffic Management 4.3 Prohibitory Signs Related to the Clearance of Highway and Vehicle Loads 4.4 Prohibitory Signs Related to Road Right 5 Mandatory Signs 5.1 General Requirements 5.2 Mandatory Signs Related to Driving Directions 5.3 Mandatory Signs Directing Driving Behaviors 5.4 Mandatory Signs Indicating the Intended Use of Lanes 5.5 Mandatory Signs Related to Right-of-Way 6 Directional Signs and Other Signs for Expressway 6.1 General Requirements 6.2 Selection of Directional Sign Information 6.3 Route Guide Sign 6.4 Guide Sign for Roadside Information 6.5 Guide Signs for Roadside Facilities 6.6 Tourist Area Sign 6.7 Setting of Directional signs in Particular Cases 7 Directional Signs and Other Signs for Ordinary Highway 7.1 General Requirements 7.2 Route Guide Sign 7.3 Location Guide Sign 7.4 Guide Sign for Roadside Facilities 7.5 Guide Sign for Highway Information 7.6 Tourist Area Sign 7.7 Notice Sign 8 Longitudinal Markings 8.1 Classification 8.2 Boundary of Opposite Carriageways 8.3 Boundary of Equidirectional Carriageways 8.4 Tide Lane Marking 8.5 Carriageway Edge Marking 8.6 Left-Turn Waiting Area Marking 8.7 Intersection Guide Marking 8.8 Guide Lane Marking 8.9 No Parking Marking 8.10 Pavement (Carriageway) Width Transition Section Marking 8.11 Obstruction Approach Marking 8.12 Railway Level-Crossing Marking 9 Transverse Markings 9.1 Classification 9.2 Zebra Crossing 9.3 Vehicle Distance Confirmation Marking 9.4 Stop Line 9.5 Stop to Yield Marking 9.6 Speed Reduction Markings 10 Other Markings 10.1 Classification 10.2 Highway Entrance/Exit Markings 10.3 Parking Space Markings 10.4 Harbour-shaped Stop Station Markings 10.5 Speed Hump Marking 10.6 Guide Arrow 10.7 Literal Pavement Sign 10.8 Pavement Graphic Sign 10.9 No-drive Zone Markings for Non-motor Vehicles 10.10 Directing Markings 10.11 Centering Ring 10.12 Cross-hatch Marking 10.13 Exclusive Lane Markings for a Specified Vehicle Type 10.14 No U-turn (Turning) Mark 10.15 Facade Markings 10.16 Object Marks 10.17 Raised Road Sign 11 Comprehensive Application of the Markings 11.1 At-grade Intersection Markings 11.2 Interchange Marking 11.3 The Markings of Service Area and Parking Area Appendix A Examples of the Layout for Parts of the Signs Appendix B Warning Signs Used in the Highway Appendix C Prohibition Signs used in the Highway Appendix D Mandatory Signs Used in the Highway Appendix E Layout Diagram of Expressway Directional Signs Appendix F Procedure for Arrangement of Advance, Notification and Confirmation Signs of At-grade Intersections Appendix G Layout Diagram for Average Highway Route Directional Signs Appendix H Layout Diagrams for the Boundaries of Opposite Carriageways Appendix I Diagram for Determination of Non-overtaking Zone in Curve Road Section of the Highway Appendix J Layout Diagrams for Boundaries of Equidirectional Carriageways Appendix K Layout Diagrams for the Markings of the Width Transition Section of the Highway Carriageway Appendix L Layout Diagrams for Obstruction Approach Markings Appendix M Layout Diagrams for At-grade Intersection Markings Appendix N Layout Diagram for Markings of Interchange Explanation of Wording in This Specification
1 General Provisions
1.0.1 The Specification is prepared to make the arrangement of highway traffic signs and markings scientific, regulated and systematic, well satisfy the travel demand of highway users, and promote the safety and flow of highway traffic.
1.0.2 This Specification is applicable to the arrangement of traffic signs and markings for newly-built, expanded and renovated highways.
1.0.3 In case of the same highway constructed by section, the arrangement principles and criteria for the traffic signs and markings shall be kept consistent.
1.0.4 Highway traffic signs and markings shall be arranged considering the surrounding road system, traffic, social environment and natural environment and be harmonized with other facilities. Traffic signs and markings shall be used in conjunction with actual demand, have their denotations mutually coordinated and be readily legible to highway users.
1.0.5 Where a new theory and new technology of arrangement for highway traffic signs and markings are adopted, their safety and service functionality shall be demonstrated.
1.0.6 The arrangement of highway traffic signs and markings shall comply with not only this Specification but also other related current national standards and codes.
2 General Requirements
2.1 General
2.1.1 The classification, color, shape, line, character, graphic and dimension of highway traffic signs and markings shall comply with the corresponding parts of the current "Road Traffic Signs and Markings" (GB 5768).
2.1.2 The arrangement of highway traffic signs and markings shall consider the highway users who are new to surrounding road system as the design object so that they are provided with legible, definite and concise information and adequate time for discovery, reading and response.
2.1.3 Based on road system analysis, highway traffic signs and markings shall be arranged taking comprehensive consideration of such factors as highway condition, traffic condition, meteorological and environmental conditions, and according to the functions of traffic signs and markings, behavioral trait of driver, and requirement for traffic management.
2.1.4 Highway traffic signs and markings shall be inter-coordinated with town traffic signs and markings.
2.1.5 The information provided by traffic signs and markings shall completely be related to traffic management and service.
2.1.6 In case of changed arrangement condition, the traffic sign and marking involved shall be replaced or removed promptly.
2.1.7 The arrangement of traffic sign shall be comprehensive, systematic, continuous and balanced, and shall avoid information overload, information deficiency or content discrepancy and ambiguity.
2.1.8 For continuously arranged longitudinal or transverse traffic markings, drainage joints shall be arranged at interval of 10~15m as required; if other markings may hinder drainage, drainage joints shall be arranged along the drainage direction. The width of drainage joint may be 3~5cm.
2.1.9 For opening access of newly-built highway, traffic signs and markings shall be arranged as specified. During construction or maintenance period, if the highway is kept accessible, temporary traffic signs and markings shall be arranged. After construction is completed, useless traffic signs and markings shall be withdrawn promptly.
2.2 Sign Layout
2.2.1 The layout of traffic sign shall be concise and aesthetic, and provide definite and unambiguous instructions. Traffic signs of the same type should adopt sign layouts of the same type. The traffic sign plates that arranged on the same overhead supporting structure, e.g. portal and cantilever, should have their height and frame specification unified.
2.2.2 Directional signs of highway shall adopt Chinese characters and may be combined with other language, e.g. minority characters or English if necessary. English places shall be expressed by Chinese phonetic alphabet. Unless otherwise specified, the initials of English word (including Chinese phonetic alphabet) shall be capitalized with the remaining lowercased. See Appendix A.1 for an example for the layout of directional sign.
2.2.3 The arrow used on directional sign shall be angled so as to reflect the running direction, as shown in Appendix A.1.
1 When the arrow of portal type sign or attached sign on overpass bridge is to indicate the lane intention or running destination, it shall be oriented downward; when the arrow is to indicate the running direction of vehicle instead of a specific lane, it shall be oriented upward; when the arrow is to indicate exit, the arrow shall be so angled as to reflect the direction of exit lane.
2 As for the directional sign installed on road side, the arrow indicating straight on direction shall be oriented upward and the one indicating turning direction shall be oriented in line with the direction of the turn-to lane. When upward, leftward and rightward arrows coexist both on the upper and lower sides, they shall be arranged following the order of upward, leftward and rightward; the upward and leftward arrows shall be located leftmost and the rightward arrow shall be located rightmost; when the three arrows coexist both on the left and right sides, they shall follow the order of leftward, upward and rightward.
2.2.4 Unless otherwise specified, the distance indicated in directional sign layout should be expressed by 1km and shall be rounded off if not an integer. If the figure at the first decimal place is required, it shall have its height half of the others and its bottom in line with the others.
2.2.5 As for dedicated graphic symbol, the direction of vehicle, e.g. plane, shall be kept in line with the traveling direction.
2.2.6 Unless otherwise specified, the plate and text sizes of various traffic signs shall be determined according to design speed, as shown in Table 2.2.6-1.The use of this table shall meet the following requirements:
Contents of JTG D82-2009
1 General Provisions
2 General Requirements
2.1 General
2.2 Sign Layout
2.3 Setting Position of Sign
2.4 Supporting Mode of Sign
2.5 Structure Design of Sign
2.6 Material Requirements
3 Warning Signs
3.1 General Requirements
3.2 Warning Signs Related to the Geometric Alignments of the Highway
3.3 Warning Signs Related to Intersections
3.4 Warning Signs Related to Road Conditions
3.5 Warning Signs Related to Roadside Facilities
3.6 Warning Signs Related to Roadside Environment
3.7 Other Warning Signs
4 Prohibition Signs
4.1 General Requirements
4.2 Prohibition Signs Concerned with Traffic Management
4.3 Prohibitory Signs Related to the Clearance of Highway and Vehicle Loads
4.4 Prohibitory Signs Related to Road Right
5 Mandatory Signs
5.1 General Requirements
5.2 Mandatory Signs Related to Driving Directions
5.3 Mandatory Signs Directing Driving Behaviors
5.4 Mandatory Signs Indicating the Intended Use of Lanes
5.5 Mandatory Signs Related to Right-of-Way
6 Directional Signs and Other Signs for Expressway
6.1 General Requirements
6.2 Selection of Directional Sign Information
6.3 Route Guide Sign
6.4 Guide Sign for Roadside Information
6.5 Guide Signs for Roadside Facilities
6.6 Tourist Area Sign
6.7 Setting of Directional signs in Particular Cases
7 Directional Signs and Other Signs for Ordinary Highway
7.1 General Requirements
7.2 Route Guide Sign
7.3 Location Guide Sign
7.4 Guide Sign for Roadside Facilities
7.5 Guide Sign for Highway Information
7.6 Tourist Area Sign
7.7 Notice Sign
8 Longitudinal Markings
8.1 Classification
8.2 Boundary of Opposite Carriageways
8.3 Boundary of Equidirectional Carriageways
8.4 Tide Lane Marking
8.5 Carriageway Edge Marking
8.6 Left-Turn Waiting Area Marking
8.7 Intersection Guide Marking
8.8 Guide Lane Marking
8.9 No Parking Marking
8.10 Pavement (Carriageway) Width Transition Section Marking
8.11 Obstruction Approach Marking
8.12 Railway Level-Crossing Marking
9 Transverse Markings
9.1 Classification
9.2 Zebra Crossing
9.3 Vehicle Distance Confirmation Marking
9.4 Stop Line
9.5 Stop to Yield Marking
9.6 Speed Reduction Markings
10 Other Markings
10.1 Classification
10.2 Highway Entrance/Exit Markings
10.3 Parking Space Markings
10.4 Harbour-shaped Stop Station Markings
10.5 Speed Hump Marking
10.6 Guide Arrow
10.7 Literal Pavement Sign
10.8 Pavement Graphic Sign
10.9 No-drive Zone Markings for Non-motor Vehicles
10.10 Directing Markings
10.11 Centering Ring
10.12 Cross-hatch Marking
10.13 Exclusive Lane Markings for a Specified Vehicle Type
10.14 No U-turn (Turning) Mark
10.15 Facade Markings
10.16 Object Marks
10.17 Raised Road Sign
11 Comprehensive Application of the Markings
11.1 At-grade Intersection Markings
11.2 Interchange Marking
11.3 The Markings of Service Area and Parking Area
Appendix A Examples of the Layout for Parts of the Signs
Appendix B Warning Signs Used in the Highway
Appendix C Prohibition Signs used in the Highway
Appendix D Mandatory Signs Used in the Highway
Appendix E Layout Diagram of Expressway Directional Signs
Appendix F Procedure for Arrangement of Advance, Notification and Confirmation Signs of At-grade Intersections
Appendix G Layout Diagram for Average Highway Route Directional Signs
Appendix H Layout Diagrams for the Boundaries of Opposite Carriageways
Appendix I Diagram for Determination of Non-overtaking Zone in Curve Road Section of the Highway
Appendix J Layout Diagrams for Boundaries of Equidirectional Carriageways
Appendix K Layout Diagrams for the Markings of the Width Transition Section of the Highway Carriageway
Appendix L Layout Diagrams for Obstruction Approach Markings
Appendix M Layout Diagrams for At-grade Intersection Markings
Appendix N Layout Diagram for Markings of Interchange
Explanation of Wording in This Specification
