Relationship table#

Section	Clause	Description
1	1	Scope and general
1.1	Scope	Accepted
1.2	Application	Accepted
1.3	Normative references	Accepted, with amendments
1.4	Terms and definitions	Accepted
1.4.1	85th percentile speed V 85	Accepted
1.4.2	annual average daily traffic AADT	Accepted
1.4.3	expressway type road expressway	Accepted
1.4.4	major road	Accepted
1.4.5	may	Accepted
1.4.6	merge	Accepted
1.4.7	minor road	Accepted
1.4.8	relevant authority	Accepted
1.4.9	shall	Accepted
1.4.10	should	Accepted
1.4.11	stopping sight distance SSD	Accepted
1.4.12	traffic control device	Accepted
1.4.13	travelled way	Accepted
1.4.14	zip merge	Accepted
1.4.15	Innovative treatments	New
1.5	Specification of signs, markings and delineators	Accepted
1.6	Responsibility and authority for installation	Accepted
1.7	General principles
1.7.1	Basic principles for all traffic control devices	Accepted
1.7.2	Specific principles for signs
1.7.2.1	General	Accepted

Table in words

Section 1.1 Scope is Accepted.
Section 1.2 Application is Accepted.
Section 1.3 Normative references is Accepted, with amendments.
Section 1.4 Terms and definitions is Accepted.
Section 1.4.1 85th percentile speed V 85 is Accepted.
Section 1.4.2 annual average daily traffic AADT is Accepted.
Section 1.4.3 expressway type road expressway is Accepted.
Section 1.4.4 major road is Accepted.
Section 1.4.5 may is Accepted.
Section 1.4.6 merge is Accepted.
Section 1.4.7 minor road is Accepted.
Section 1.4.8 relevant authority is Accepted.
Section 1.4.9 shall is Accepted.
Section 1.4.10 should is Accepted.
Section 1.4.11 stopping sight distance SSD is Accepted.
Section 1.4.12 traffic control device is Accepted.
Section 1.4.13 travelled way is Accepted.
Section 1.4.14 zip merge is Accepted.
Section 1.4.15 Innovative treatments is New.
Section 1.5 Specification of signs, markings and delineators is Accepted.
Section 1.6 Responsibility and authority for installation is Accepted.
Section 1.7 General principles has no applicability listed.
Section 1.7.1 Basic principles for all traffic control devices is Accepted.
Section 1.7.2 Specific principles for signs has no applicability listed.
Section 1.7.2.1 General is Accepted.

Section	Clause	Description
1.7.2.2	Reflectorization and illumination	Accepted
1.7.2.3	Installation and location of signs	Accepted
1.7.2.4	Non-standard signs and devices	Accepted, with amendments
1.7.2.5	Excessive use	Accepted
1.7.2.6	Safety aspects	Accepted
1.7.2.7	Electronic signs	Accepted
2	Treatment at intersections
2.1	Scope of section	Accepted
2.2	Devices used	Accepted
2.3	Movement control, direction control and advance warning	Accepted
2.4	Application of devices	Accepted
2.5	GIVE WAY sign and STOP sign control
2.5.1	General	Accepted
2.5.2	Application	Accepted
2.5.3	Requirements for installation of STOP signs	Accepted
2.5.4	Signs for give way and stop control	Accepted
2.5.5	Advance warning signs for give way and stop control	Accepted
2.6	Roundabout control
2.6.1	General	Accepted
2.6.2	Application	Accepted
2.6.3	Signs for roundabout control	Accepted
2.6.4	Advance warning signs and hazard marker signs for roundabouts	Accepted
2.7	Control by traffic signals	Accepted
2.8	Direction control at intersections
2.8.1	General	Accepted
2.8.2	Signs for the restriction of travel direction	Accepted, with amendments
2.8.3	Application of turn prohibition signs	Accepted
2.8.4	Signs for the prohibition of turns	Accepted

Section	Clause	Description
2.8.5	Signs for specific turn control	Accepted, with amendments
2.8.6	Supplementary signs	Accepted, with amendments
2.8.7	Signs for other direction instruction	Accepted, with amendments
2.9	Advance warning of intersections
2.9.1	General	Accepted
2.9.2	Application	Accepted
2.9.3	Signs (on the major road) for warning of a cross road intersection	Accepted
2.9.4	Signs (on the minor road) for warning of a T-intersection	Accepted
2.9.5	Signs (on the major road) for warning of a side road intersection	Accepted, with amendments
2.9.6	Signs (on the major road) for warning of staggered and successive side road intersections	Accepted
2.9.7	Signs (on the major road) for warning of a modified intersection	Accepted
2.9.8	Signs for warning of merges and added lanes from intersections	Accepted
2.9.9	Signs for warning of private driveways	Accepted, with amendments
2.10	Advance warning of intersection traffic control devices
2.10.1	General	Accepted
2.10.2	Application	Accepted
2.10.3	Signs for advance warning of intersection traffic control devices	Accepted
2.11	Pavement markings at intersections	Accepted
2.12	Hazard marker signs and other devices
2.12.1	Hazard marker signs	Accepted
2.12.2	Sight boards	Accepted
2.12.3	Kerb markings	Accepted
2.12.4	Pavement bars and markings	Accepted

Section	Clause	Description	Applicability
2.13	Typical arrangement diagrams for intersections	Accepted
2.14	Typical arrangement diagrams	Accepted
3	Treatments at expressway interchanges and terminals
3.1	Scope of section	Accepted
3.2	General	Accepted
3.3	Intersection control at ramp terminals	Accepted
3.4	Control of movement and traffic access at ramp terminals
3.4.1	General	Accepted
3.4.2	Signs for wrong way movement control	Accepted
3.4.3	Signs for the regulatory control of expressway use and access	Accepted, with amendments
3.5	Direction control and guidance of traffic on expressways at and near interchanges
3.5.1	General	Accepted
3.5.2	Signs for control of traffic entering or leaving the expressway	Accepted, with amendments
3.5.3	Signs for the guidance of traffic entering or leaving the expressway	Accepted
3.6	Advance warning of expressway terminals
3.6.1	General	Accepted
3.6.2	Signs for the advance warning of expressway terminals	Accepted
3.7	Pavement markings on expressways and at entrance and exit ramps	Accepted
3.8	Signs and pavement markings at interchanges and terminals
3.8.1	General	Accepted
3.8.2	Typical arrangement diagrams	Accepted
4	Treatments between intersections
4.1	Scope of section	Accepted
4.2	Pavement markings and delineation
4.2.1	General	Accepted
4.2.2		General treatment
4.2.2.1		Rural road – undivided	Accepted
4.2.2.2		Rural roads – divided, including rural expressways	Accepted
4.2.2.3		Urban roads – undivided	Accepted
4.2.2.4		Urban roads – divided and one-way roadways	Accepted
4.2.3		No overtaking zones (Barrier lines)	Accepted
4.2.4		Guide posts
4.2.4.1		General	Accepted
4.2.4.2		Design and construction	Accepted, with amendments
4.2.4.3		Siting and alignment	Accepted
4.2.4.4		Longitudinal spacing	Accepted, with amendments
4.2.5		Delineators
4.2.5.1		General	Accepted
4.2.5.2		Colour	Accepted
4.2.5.3		Performance requirements	Accepted
4.2.5.4		Mounting locations	Accepted
4.2.6		Snow poles	Accepted
4.2.7		Maintenance marker posts	New
4.3		Treatment of substandard horizontal curves
4.3.1		General	Accepted
4.3.2		Horizontal curves which are not substandard	Accepted
4.3.3		Determination of warning signs on curves	Accepted
4.3.4		Determination of advisory speed and associated signs
4.3.4.1		General	Accepted
4.3.4.2		Determination of advisory speeds on horizontal curves	Accepted
4.3.4.3		Application of Advisory Speed signs on horizontal curves	Accepted

Section	Clause	Description
4.3.5	Signs for substandard horizontal curves	Accepted, with amendments
4.3.6	Determination for the use of Curve Alignment Marker signs
4.3.6.1	General	Accepted
4.3.6.2	Curve Alignment Marker signs	Accepted, with amendments
4.3.6.3	Typical arrangement diagrams	Accepted
4.4	Treatment of substandard vertical curves
4.4.1	General	Accepted
4.4.2	Substandard stopping sight distance	Accepted
4.4.3	Crests, dips and humps	Accepted
4.4.4	Advisory speeds on substandard vertical curves
4.4.4.1	General	Accepted
4.4.4.2	Determination of advisory speeds on vertical curves	Accepted
4.4.4.3	Application of Advisory speed signs on vertical curves	Accepted
4.4.5	Signs for substandard vertical curves	Accepted
4.5	Treatment of approaches to structures and obstructions
4.5.1	General	Accepted
4.5.2	Bridges
4.5.2.1	Bridges with more than one lane	Accepted
4.5.2.2	One-lane bridges on two-way roadways	Accepted
4.5.2.3	Signalization of one-lane bridges	Accepted
4.5.2.4	Load and vehicle dimension limitations	Accepted
4.5.2.5	Speed limits on bridges	Accepted
4.5.3	Subways and underpasses
4.5.3.1	General	Accepted
4.5.3.2	Height restrictions	Accepted
4.5.4	Gates, grids and culverts
4.5.4.1	Gates	Accepted

Section	Description	Applicability
4.5.4.2	Grids	Accepted
4.5.4.3	Culverts	Accepted
4.5.4.4	Isolated pavement width restrictions	Accepted
4.5.5	Obstructions within the roadway	Accepted
4.5.6	Signs for approaches to structures and obstructions
4.5.6.1	Regulatory signs	Accepted, with amendments
4.5.6.2	Detour signs	Accepted, with amendments
4.5.6.3	Warning signs	Accepted, with amendments
4.5.6.4	Speed limit signs on bridges	Accepted
4.5.7	Hazard marker signs
4.5.7.1	General	Accepted
4.5.7.2	Types of hazard marker signs	Accepted
4.6	Changes in pavement width
4.6.1	General	Accepted
4.6.2	General treatments at lane reductions (merges)	Accepted
4.6.3	Narrowing of a roadway
4.6.3.1	Narrowing of two-lane road	Accepted
4.6.3.2	Transition from four-lane road to two-lane road (both undivided)	Accepted
4.6.4	Transition of divided road to undivided road
4.6.4.1	General	Accepted
4.6.4.2	Typical arrangement diagrams	Accepted
4.6.5	Signs for lane reductions (merges) and approaches to changes in pavement width
4.6.5.1	Signs for zip merges	Accepted
4.6.5.2	Signs for lane changes	Accepted, with amendments
4.6.5.3	Signs for approaches to changes in pavement width	Accepted
4.6.5.4	Signs at the beginning and end of divided roads	Accepted

Section	Description	Applicability
4.7	Overtaking lanes, climbing lanes and turnouts
4.7.1	General	Accepted
4.7.2	Signs for overtaking lanes, climbing lanes and turnouts	Accepted
4.7.3	Typical arrangement diagrams	Accepted
4.8	Steep grades and safety ramps
4.8.1	General	Accepted
4.8.2	Signs for steep descents	Accepted
4.8.3	Signs for steep climbs	Accepted
4.8.4	Signs for safety ramps	Accepted
4.9	Water crossings
4.9.1	General	Accepted
4.9.2	Ferries and opening bridges	Accepted
4.9.3	Fords	Accepted
4.9.4	Floodways	Accepted
4.9.5	Low level bridges	Accepted
4.9.6	Signs for water crossings	Accepted, with amendments
4.10	Road block barriers
4.10.1	Application	Accepted
4.10.2	Construction and location	Accepted
4.10.3	Associated device and marking	Accepted, with amendments
4.11	Physical obstructions, road conditions and other hazards
4.11.1	General	Accepted
4.11.2	Signs for warning of physical obstructions	Accepted
4.11.3	Signs for warning of hazardous road conditions	Accepted, with amendments
4.11.4	Signs for warning of unexpected vehicles	Accepted, with amendments
4.11.5	Signs for warning of wandering stock	Accepted, with amendments
4.11.6	Signs for warning of hazardous wildlife	Accepted, with amendments
4.11.6.1	Wildlife warning signs	New
4.11.6.2	Temporary wildlife warning signs	New
4.11.6.3	High-impact wildlife warning signs	New
4.11.6.5	Wildlife threshold pavement marking	New
4.11.6.5	Significant Wildlife Conservation Area (WCA) signing	New
4.11.6.6	RRPMs	New
4.11.6.7	Vehicle-activated devices	New
4.11.7	Signs for warning of temporary or part time hazards	Accepted, with amendments
4.11.8	Vehicle mounted signs	Accepted, with amendments
4.11.9	Signs to supplement standard warning signs	Accepted
4.12	Miscellaneous signs
4.12.1	General	Accepted
4.12.2	Miscellaneous regulatory signs	Accepted, with amendments
4.12.3	Heavy vehicle control and information signs	Accepted, with amendments
4.12.4	Emergency access location signs	Accepted, with amendments
4.12.5	Signs for warning of cane vehicles	New
4.13	Variable use lane signs	Accepted
5	Pavement markings
5.1	Scope of section	Accepted
5.2	General principles
5.2.1	Purpose	Accepted
5.2.2	Removal of markings	Accepted
5.2.3	Limitations	Accepted
5.2.4	Types of markings	Accepted
5.2.5	Pavement marking materials and reflectorization	Accepted

Section	Description	Applicability
5.2.6	Colours	Accepted
5.2.7	Size of markings	Accepted
5.2.8	Audio-tactile line marking	Accepted
5.3	Longitudinal lines
5.3.1	General	Accepted
5.3.2	Dividing lines
5.3.2.1	General	Accepted
5.3.2.2	Application of dividing lines	Accepted
5.3.3	Barrier lines
5.3.3.1	General	Accepted
5.3.3.2	Application of barrier lines	Accepted
5.3.3.3	Location and setting out	Accepted
5.3.3.4	Modification of barrier line requirements	Accepted
5.3.3.5	Checking marked barrier lines	Accepted
5.3.4	Lane lines	Accepted
5.3.5	Edge lines	Accepted
5.3.6	Continuity lines	Accepted
5.3.7	Turn lines	Accepted
5.3.8	Outline markings	Accepted
5.3.9	Longitudinal lines at intersections and roundabouts	Accepted
5.3.10	Audio-tactile line marking
5.3.10.1	General	Accepted, with amendments
5.3.10.2	Noise considerations	Accepted
5.3.10.3	Audio-tactile edge line	Accepted
5.3.10.4	Audio-tactile dividing line	Accepted
5.4	Wide centre line treatment
5.4.1	General	Accepted
5.4.2	Application
5.4.2.1	General	Accepted, with amendments

Section	Description	Applicability
5.4.2.2	Width	Accepted, with amendments
5.4.2.3	Start and end transitions	Accepted, with amendments
5.4.2.4	Between intersections	Accepted
5.4.2.5	At intersections and driveways	Accepted
5.4.2.6	Transitions at narrow structures and overtaking lanes	Accepted, with amendments
5.4.2.7	Sign requirements	Accepted, with amendments
5.5	Transverse lines
5.5.1	General	Accepted
5.5.2	Give way lines	Accepted, with amendments
5.5.3	Stop lines	Accepted
5.5.4	Positioning of lines at GIVE WAY and STOP signs	Accepted
5.5.5	Pedestrian control and protection markings
5.5.5.1	Pedestrian guide lines	Accepted
5.5.5.2	Pedestrian crossing (zebra)	Accepted
5.5.6	Road hump markings	Accepted
5.5.7	Kerb markings	Accepted
5.6	Diagonal and chevron markings
5.6.1	General	Accepted
5.6.2	Markings on splayed approaches	Accepted
5.6.3	Diagonal markings on shoulders	Accepted
5.6.4	Painted islands and medians	Accepted
5.6.5	Bicycle lane safety strip	Accepted
5.6.6	Yellow box marking	Accepted
5.7	Pavement arrows
5.7.1	General	Accepted
5.7.2	Intersection arrows	Accepted
5.7.3	Lane change arrows	Accepted

Section	Clause	Description	Applicability
5.7.4		Pavement arrows approaching and on expressway exit ramps	Accepted
5.8		Messages on pavements
5.8.1		General	Accepted
5.8.2		Words and numerals	Accepted
5.8.3		Word messages	Accepted
5.8.4		Symbols	Accepted
5.8.5		KEEP CLEAR marking	Accepted, with amendments
5.9		Raised pavement markers
5.9.1		General	Accepted
5.9.2		Retroreflective raised pavement markers (RRPMs)	Accepted
5.9.3		Non retroreflective raised pavement markers (NRPMs)	Accepted
5.9.4		Internally illuminated pavement markers (IIPMs)	Accepted
5.9.5		Application of raised pavement markers
5.9.5.1		Positioning and spacing of markers	Accepted
5.9.5.2		Augmenting painted lines	Accepted with amendments
5.9.5.3		Lane guidance through intersections	Accepted
5.10		Pavement bars
5.10.1		General	Accepted
5.10.2		Design and installation	Accepted
5.10.3		Typical uses	Accepted
5.11		Pavement markings at entrance and exit ramps
5.11.1		Entrance and exit ramp layouts	Accepted
5.11.2		Exit ramp nose marking	Accepted
5.11.3		Entrance ramp nose marking	Accepted
5.11.4		Expressway exit lane arrows	Accepted
5.11.5		Pavement arrows on exit ramps	Accepted
5.11.6		Step-out marking	Accepted
5.11.7		Exit ramp marking	New
Appendices
A (informative)	A.1	Guide to the determination of 85th percentile speed
	A.1	General	Accepted
	A.2	Data collection
	A.2.1	Conditions for data collection	Accepted
	A.2.2	Sample size	Accepted
	A.3	Data recording	Accepted
	A.4	Data analysis
	A.4.1	85th percentile speed	Accepted
	A.4.2	15 km/h pace	Accepted
B (informative)	B.1	Sign size selection
	B.1	Scope	Accepted
	B.2	Size of signs	Accepted
	B.3	General principles for size selection	Accepted
C (normative)	C.1	Reflectorization and illumination of signs
	C.1	Scope	Accepted
	C.2	General	Accepted
	C.3	Means of reflectorization	Accepted
	C.4	Means of illumination	Accepted
D (normative)	D.1	Installation and location of signs
	D.1	Scope	Accepted
	D.2	Sign location
	D.2.1	General	Accepted
	D.2.2	Longitudinal placement	Accepted
	D.2.3	Lateral placement and height
	D.2.3.1	General	Accepted
	D.2.3.2	Lateral placement – rural	Accepted
	D.2.3.3	Lateral placement – urban	Accepted
	D.2.3.4	Height – rural	Accepted
	D.2.3.5	Height – urban	Accepted
	D.2.3.6	Overhead mounting	Accepted

Table in words

Section 5.7.4 Pavement arrows approaching and on expressway exit ramps is Accepted.
Section 5.8 Messages on pavements has no applicability listed.
Section 5.8.1 General is Accepted.
Section 5.8.2 Words and numerals is Accepted.
Section 5.8.3 Word messages is Accepted.
Section 5.8.4 Symbols is Accepted.
Section 5.8.5 KEEP CLEAR marking is Accepted, with amendments.
Section 5.9 Raised pavement markers has no applicability listed.
Section 5.9.1 General is Accepted.
Section 5.9.2 Retroreflective raised pavement markers (RRPMs) is Accepted.
Section 5.9.3 Non retroreflective raised pavement markers (NRPMs) is Accepted.
Section 5.9.4 Internally illuminated pavement markers (IIPMs) is Accepted.
Section 5.9.5 Application of raised pavement markers has no applicability listed.
Section 5.9.5.1 Positioning and spacing of markers is Accepted.
Section 5.9.5.2 Augmenting painted lines is Accepted with amendments.
Section 5.9.5.3 Lane guidance through intersections is Accepted.
Section 5.10 Pavement bars has no applicability listed.
Section 5.10.1 General is Accepted.
Section 5.10.2 Design and installation is Accepted.
Section 5.10.3 Typical uses is Accepted.
Section 5.11 Pavement markings at entrance and exit ramps has no applicability listed.
Section 5.11.1 Entrance and exit ramp layouts is Accepted.
Section 5.11.2 Exit ramp nose marking is Accepted.
Section 5.11.3 Entrance ramp nose marking is Accepted.
Section 5.11.4 Expressway exit lane arrows is Accepted.
Section 5.11.5 Pavement arrows on exit ramps is Accepted.
Section 5.11.6 Step-out marking is Accepted.
Section 5.11.7 Exit ramp marking is New.
Appendix A (informative) covers the guide to the determination of 85th percentile speed.
Clause A.1 General is Accepted.
Clause A.2 Data collection is listed.
Clause A.2.1 Conditions for data collection is Accepted.
Clause A.2.2 Sample size is Accepted.
Clause A.3 Data recording is Accepted.
Clause A.4 Data analysis is listed.
Clause A.4.1 85th percentile speed is Accepted.
Clause A.4.2 15 km/h pace is Accepted.
Appendix B (informative) covers sign size selection.
Clause B.1 Scope is Accepted.
Clause B.2 Size of signs is Accepted.
Clause B.3 General principles for size selection is Accepted.
Appendix C (normative) covers reflectorization and illumination of signs.
Clause C.1 Scope is Accepted.
Clause C.2 General is Accepted.
Clause C.3 Means of reflectorization is Accepted.
Clause C.4 Means of illumination is Accepted.
Appendix D (normative) covers installation and location of signs.
Clause D.1 Scope is Accepted.
Clause D.2 Sign location is listed.
Clause D.2.1 General is Accepted.
Clause D.2.2 Longitudinal placement is Accepted.
Clause D.2.3 Lateral placement and height is listed.
Clause D.2.3.1 General is Accepted.
Clause D.2.3.2 Lateral placement – rural is Accepted.
Clause D.2.3.3 Lateral placement – urban is Accepted.
Clause D.2.3.4 Height – rural is Accepted.
Clause D.2.3.5 Height – urban is Accepted.
Clause D.2.3.6 Overhead mounting is Accepted.

Section	Clause	Description
D.2.3.7	Typical arrangement diagrams	Accepted
D.2.4	Overhead signs	Accepted
D.3	Sign orientation	Accepted
D.4	Signpost selection
D.4.1	General	Accepted
D.4.2	Small size posts	Accepted
D.4.3	Large non-frangible posts	Accepted
D.4.4	Large frangible posts	Accepted
D.4.5	Sign post selection guide	Accepted
E (informative)	Use of enhancement treatments for warning signs	Accepted
F (normative)	Determination of advisory speeds on horizontal curves
F.1	Scope	Accepted
F.2	Principle	Accepted
F.3	Equipment
F.3.1	Ball bank indicator	Accepted
F.3.2	Other devices	Accepted
F.4	Procedure	Accepted
F.5	Advisory speed adjustment	Accepted
F.6	Report	Accepted
G (informative)	Determination of advisory speeds on vertical curves
G.1	Scope	Accepted
G.2	Principle	Accepted
G.3	Method	Accepted
H (informative)	Signs for wildlife awareness	Accepted, with amendments

Section	Clause	Applicability
I (normative)	Signs and markings where a major road turns or curves left
I.1	General and scope	Accepted
I.2	Purpose	Accepted
I.3	Principles	Accepted
I.4	Application
I.4.1	General	Accepted
I.4.2	Crossroads	Accepted
I.4.3	T intersections	Accepted
I.4.4	Curved road intersections with a straight road	Accepted
I.4.5	Typical arrangement diagrams	Accepted