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Road surface marking
Road surface marking
from Wikipedia

Variety of painted surface markings on a road in Luxembourg
White raised pavement marker near "pea-structure" side-line on highway surface in Poland

Road surface marking is any kind of device or material that is used on a road surface in order to convey official information; they are commonly placed with road marking machines (also referred to as road marking equipment or pavement marking equipment). They can also be applied in other facilities used by vehicles to mark parking spaces or designate areas for other uses. In some countries and areas (France, Italy, Czech Republic, Slovakia etc.), road markings are conceived as horizontal traffic signs, as opposed to vertical traffic signs placed on posts.

Road surface markings are used on paved roadways to provide guidance and information to drivers and pedestrians. Uniformity of the markings is an important factor in minimising confusion and uncertainty about their meaning, and efforts exist to standardise such markings across borders. However, countries and areas categorise and specify road surface markings in different ways—white lines are called white lines mechanical, non-mechanical, or temporary. They can be used to delineate traffic lanes, inform motorists and pedestrians or serve as noise generators when run across a road, or attempt to wake a sleeping driver when installed in the shoulders of a road. Road surface marking can also indicate regulations for parking and stopping.

There is continuous effort to improve the road marking system, and technological breakthroughs include adding retroreflectivity, increasing longevity, and lowering installation cost.

Today, road markings are used to convey a range of information to the driver spanning navigational, safety and enforcement issues leading to their use in road environment understanding within advanced driver-assistance systems and consideration for future use in autonomous road vehicles.[1]

Mechanical markers

[edit]
The cat's eye, showing the iron base, rubber housing and lenses

Mechanical devices may be raised or recessed into the road surface, and either reflective or non-reflective. Most are permanent; some are movable.

  • Cat's eye, invented by Percy Shaw in the 1930s, cat's eyes equip many major routes in the British Isles. They consist of four reflective lenses mounted in a durable white rubber housing, two facing fore and two facing aft. The housing is mounted within a cast iron shoe, which the rubber housing sinks in to when driven over. This provides protection from snow ploughing and allows the lenses to be self-cleaning—they pass a rubber blade when depressed. The lenses are available in a variety of different colours: mainly white, yellow/orange, green, red, and blue.
  • Botts' dots (low rounded white or yellow dots), named for the California Caltrans engineer Elbert Botts, who invented the epoxy that keeps them glued down, are one type of a mechanical non-reflective raised marker. Generally they are used to mark the edges of traffic lanes, frequently in conjunction with raised reflective markers.[citation needed] Botts' dots are also used across a travel lane to draw the drivers attention to the road. They are frequently used in this way to alert drivers to toll booths, school zones or other significant reduction of speed limit. They are normally only used in warm climates since snow ploughs usually remove them along with the snow.
  • Rumble strips are commonly used for the same purpose. A rumble strip can be a series of simple troughs, typically 1 cm (0.4 in) deep and 10 cm (4 in) wide, that is ground out of the asphalt. Other alternatives, similar to the Botts' dots, use raised strips, painted or glued to the surface. A specific form of raised strips using thermoplastic is called profile thermoplastic markings. The markings are created by fusing thermoplastic to the pavement and create alternating elevation and recession pattern. This can be done as inverted-profile markings or raised-profile markings. Inverted-profile markings are created by pressing a cog rolling over the markings while they are wet to make them corrugated. Raised-profile markings are created by extruding extra thickness of thermoplastic at a specific interval to create bumps.[2] Raised-profile markings are sometime known as convex traffic lines.[3] Uses of rumble strips can be across the travel direction (to warn of hazards ahead) or along the travel direction (to warn of hazards of not staying within a specific lane).[4] Their main way of function is creating a strong vibration when driven over that will alert a driver to various upcoming hazards both by sound and the physical vibration of the vehicle. A musical road uses specific patterns of these vibrations to produce music.
  • Reflective markers are used as travel lane dividers, to mark the central reservation (median) or to mark exit slip-roads. Incorporating a raised retro-reflective element, they are typically more visible at night and in inclement weather than standard road marking lines. The colour of markers varies depending on the country of use; freeways in the United States often use reflectors manufactured to appear white to drivers proceeding in the proper direction of travel, and appear red on the reverse to warn drivers that they are proceeding against the proper direction of travel, creating a danger of a head-on collision. Reflective markers are also referred to as raised pavement markers, road studs, and sometimes (generically) in the UK and Ireland as cat's eye, although this name refers to one particular brand of product. These markers can be used for other purposes such as marking the locations of fire hydrants (blue) or at gates of gated communities to indicate that emergency service vehicles have a code or device that allows them to open the gate.[citation needed] In the United Kingdom and elsewhere, raised markers are used to mark pedestrian crossings to assist the blind in crossing streets. In colder climates, reflective markers may be installed below ground using an elongated narrow triangle, cut into the road surface that allows the device to be installed below the road surface. Newer technology allows these to be placed above ground with snowplough-able rails that attempt to protect the reflective components from the snowplough blade.

Confusion with marks left by roadwork

[edit]
Typical dash marks in the middle of the lane after dowel bar retrofit roadwork[5]

Sometimes the result of roadwork may leave visible marks on the pavements. An example is the dowel bar retrofit process to reinforce concrete slabs in order to extend the life of older concrete pavements. The completion of the process leaves a symmetrical pattern of dash marks on the roadway, as if there were an associated meaning to the pattern.[6] When there are many of them along the roadway, motorists may interpret the marks as an unknown form of mechanical markers or strange road surface markings.[7] When roads are under construction and the lanes are shifted laterally, those marks may interfere with temporary lane markings. As the marks from the dowel bar retrofit are not intended to be any form of road surface markings, the responsible agencies try to make these marks less visible to the motorists.[8]

Some municipalities require contractors to install utility repair tags to identify responsible parties of the patches that fill utility cuts. The colour-coded tags are visible on the road surface.[9]

Non-mechanical markers

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Marker types

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Paint

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Countries by the colours of the centre line on roads
  Uses white for the centre line
  Uses yellow for the centre line
  Uses both white and yellow for the centre line
  Unknown / Insufficient information
Pigment Yellow 10 is a common yellow colourant used for road marking on U.S. highways.[10]

Paint, sometimes with additives such as retroreflective glass beads,[11] is generally used to mark travel lanes. It is also used to mark spaces in parking lots or special purpose spaces for disabled parking, loading zones, or time-restricted parking areas. Colours for these applications vary by locality. Paint is a low-cost marking and has been in widespread use since approximately the early 1950s.

Paint consists of three main components: pigments, resins or binders, and water or solvents. Pigments are finely grounded materials that give out colours or block out the surface beneath it. They may contain other materials such as UV stabiliser, and fillers that bring out the colour pigments (yellow, white, orange, and light blue) to the required level. Resins or binders are the glue of the paint to bind pigment and glass beads together to the road surface. The resins for water-based paints are polyvinyl acetate latex, methyl methacrylate or acrylic resin. The resins for solvent-based paints are linseed or soya oils and alkyd resins. The pigments and resins are mixed with water for water-based paints and solvents for solvent-based paints so that they can be applied onto the road surface. Solvents include naphtha, toluene, methanol, methylene chloride, and acetone. Due to environmental concerns, some jurisdictions may have restrictions on solvent-based paints.[12]

Paint is usually applied right after the road has been paved. The road is marked commonly by a truck called a "striper." These trucks contain hundreds of gallons of paint stored in huge drums which sit on the bed. The markings are controlled manually or automatically by the controller who sits on the bed. Paint is run through a series of hoses under air pressure and applied to the roadway surface along with the application of glass beads for retroreflectivity. After application, the paint dries fairly quickly. Sometimes the glass beads are mixed in with the paint and applied together. However, a more recommended method is to use a separate gun to spray the glass beads on to the wet paint during the application.[12]

Painted symbols, such as turn-lane arrows or HOV lane markers, are applied manually using stencils. Painted markings usually last 9 to 36 months. Some water-based paints can be applied at double the level of thickness of typical latex paints to extend the life of the markings.[13]

Stones

[edit]
Stone traffic lane markings in Lisbon, Portugal

In roads paved with setts (as in Belgian/Italian or Portuguese styles) or cobblestones, markings can be made with white blocks or stones, like marble or other light-coloured rocks. This kind of marking is long-lasting, but can be slippery in rain or wet conditions unless surfaced with a matte or rough finish.

Thermoplastic

[edit]

One of the most common types of road marking based on its balance between cost and performance longevity, thermoplastic binder systems are generally based on one of three core chemistries: hydrocarbons, rosin esters or maleic modified rosin esters (MMRE). Thermoplastic coatings are generally homogeneous dry mixes of binder resins, plasticisers, glass beads (or other optics), pigments, and fillers.[14] Their use has increased over paints mainly due to the performance benefits of increased durability, retro-reflectivity, and a lack of VOC solvents.

Thermoplastic markings are applied using specially designed vehicles. Usually, thermoplastic marking mode is applied by machine to coat traffic lines, afree preheating by a device commonly called a preheater. The thermoplastic mix is heated in trucks to about 200 °C (400 °F)] before being fed to the application apparatus. This is often a screed box or ribbon gun. Immediately after the thermoplastic has been applied, glass beads are laid onto the hot material so that they embed before the plastic hardens. These beads provide initial retroreflection. As the marking wears during use and the initial beads are lost, the beads mixed with the binder are uncovered, providing long-term retroreflectivity. These can be made exceptionally thick to produce a rumble strip effect.[15]

The thermoplastic marking coating sets quickly. The melt adhesion of a synthetic resin makes hot-melt paint adhere strongly to the road surface. Additives in the coating paint increases the coating plasticity, improving the anti-settling, anti-pollution, and anti-tarnish qualities.[clarification needed] Thermoplastic marking paint is most commonly produced in yellow and white. The white marking paint mainly contains titanium white, zinc oxide, and lithopone, while the yellow paint is mainly heat-yellowing lead.[clarification needed]

In warm climate areas, the thermoplastic markings can last three to six years. However, snowploughs can damage the thermoplastics, limiting usage in cold-climate areas.[13] The filling materials of road paint can affect the mechanical strength, abrasion resistance and hue of the coating film. The particle size of the paint powder influences the flow, sedimentation, and the surface processing.

Preformed thermoplastic

[edit]
Preformed thermoplastic markings ready to be applied to the road surface with a blow torch in Brussels, Belgium

Preformed thermoplastic pavement markings (sometime called "tape", but not to be confused with preformed polymer tape) are thermoplastic cut into the final shapes by the manufacturers and ready to position onto an asphalt or concrete pavement surface. Preformed thermoplastics are put into place on the road surface and applied using a propane heat torch. Some models require heating the road surface prior to the placement of the preformed thermoplastics. These markings are used primarily because of their durability and cost-effective service life. Since the plastics are melted into the surface, they are not easily damaged by snowploughs. Typically, the preformed thermoplastic markings can last 3 to 6 years. The most common applications of preformed thermoplastic pavement markings are found at intersections as transverse markings such as stop lines, legends, crosswalks, arrows, bike lane symbols, and accessibility symbols.[12][13]

Preformed polymer tape

[edit]
Preformed polymer tapes used for crosswalk markings on a New York city street (notice tape failure on lower leftmost stripe)

Commonly referred to as tape or cold plastic, this product is heavy-grade material with reflective beads embedded in the plastic. It is commonly used to mark crosswalks, stop bars, and traffic guidance such as turn lanes, HOV lanes, train crossings, pedestrian crossings, taxi lanes, bus lanes, and bike lanes. There are two ways to apply tape:

  • Overlay: The application being laid over the surface of the pavement. Using industrial-grade rubber cement, once the tape is combined with the pavement, it should last three years. Major obstacles to estimated life are snowploughs, salt, and misapplication.
  • Inlay: The tape physically becomes part of the asphalt. Using the heat generated in the paving process, road workers lay special tape on the asphalt in the hardening process, and rollers compress the two together.

The life of the preformed polymer tapes can vary based on the applications. If applied correctly, they can last between 4 and 8 years.[13] However, there have been cases where tape failures start soon after the installation. Conditions that may contribute to tape failure are cold weather at installation, surface preparation, and workmanship. A technique to minimise the tape being scraped off by snowploughs is sandblasting a groove into the surface and fixing the tape onto this groove. This technique diminishes the advantage of low labor cost of the tapes.[16] The preformed polymer tape markings are slippery when wet, especially in large sections such as crosswalks, and caution should be used due to poor wet traction.

Epoxy

[edit]

Epoxy consists of parts: a pigmented resin base and catalyst. The two parts are mixed in a specialised truck for epoxy marking application. The epoxy is then heated prior to spraying onto road surface. Retroreflective glass beads are applied using a separate bead gun behind the epoxy spray gun. Typically, epoxy markings last about four years.[13]

Epoxy has been in use since the late 1970s and has gained popularity over the 1990s as the technology has become more affordable and reliable. This material competes directly with plastic with respect to usage and cost.[17]

Glass beads

[edit]
Incident light is refracted within glass beads on road surfaces and reflected into the driver's field of view.

Glass beads composed of soda lime glass are essential for providing retroreflectivity in many kinds of road markings.[18] Retroreflectivity occurs when incident light from vehicles is refracted within glass beads that are embedded in road markings and then reflected back into the driver's field of view.[19]

To install glass beads, line painters often use hand dispensers or glass bead dispensers. No matter what tool they use, the line paint should be wet when applying the reflective glass. It is important that the reflective glass beads not be mixed with paint. They must sit on top of the paint to catch the light from the vehicles.

In the United States, the demand for glass beads has led to importing from countries using outdated manufacturing regulations and techniques. These techniques include the use of heavy metals such as arsenic, antimony, and lead during the manufacturing process as decolourising and fining agents. It has been found that the heavy metals become incorporated into the bead's glass matrix and may leach under environmental conditions that roads experience.[20]

Abrasion may dislodge these beads from the road marking itself, and the reaction of these beads with an aqueous environment vastly accelerates their decomposition and heavy metal release. During both routine road marking removal and harsh environmental conditions, these glass beads can degrade and leach incorporated heavy metals. There are other, non-toxic metals that can achieve the same results. These may include zirconium, tungsten, titanium, and barium.[21]

Negative impacts to road surface

[edit]
Road surface raveling and potholes found exclusively along pavement markings

Non-mechanical markers are found to contribute to the deterioration of asphalt concrete road surface courses. The paint and tape markers can cause the road surface to crack, and in more severe cases, the markers contribute to road surface raveling[22] (a process in which the aggregate particles are dislodged from the road surface, causing the surface texture to become deeply pitted and very rough[23]) or potholes.

This type of surface damage can be found exclusively underneath the pavement markings such as lane markings and turn-lane arrows. There is no definitive explanation of the relationship between pavement markings and surface deterioration, but there are several hypotheses. One is that water vapor may have been trapped underneath the road surface markings, causing the de-bonding of asphalt binder from the aggregate materials. Another hypothesis is that the reflectivity of the markings may create differences in solar heating and thermal expansion strains between the areas with and without markings. Small flaws caused by differential strains may be combined into longitudinal cracks along the markings. There are certain surface treatments that can make the road surface less susceptible to this type of distresses, such as slurry seals and stone mastic asphalt.[22]

Marking removal

[edit]
Equipment by Smets Technology removing road markings 100%
Equipment by Smets Technology removing road markings 100%

There are several methods of marker removal:[24]

  • Blasting: There are many materials that can be used for blasting on the road surface to remove markers. These include water, sand, crushed glass, dry ice and soda. High-pressure water blasting method uses 30,000 psi (210 MPa) water jet system on a truck equipped with vacuum heads to blast out the markings and suction up the water and debris back to the storage area of the truck. The method can remove markers at speeds of 2 mph (3.2 km/h). The only disadvantage of this method is that it can only be operated at above the freezing temperature. Sand blasting methods utilises high-pressure air and a nozzle to blast sand aggregate. This method produces a lot of debris. It requires a vehicle to supply the aggregate sand and another vehicle with debris collection system. Sand blasting can cause the pavement surface to be polished causing surface scars and ghost marks due to the contrast between the blasting and non blasting areas. Soda and dry ice blasting are similar to sand blasting with reduced effects in surface scarring and ghost marks, but the process is slower. Hydroblasting is a combination of water and sand blasting operated at the pressures up to 10,000 psi (69 MPa). However, the method has been replaced with high-pressure water blasting.
  • Grinding: The grinding method is to use rotating abrasive surface against the markings to break them up. It can be in the form of grinding, milling or flailing. One grinding head uses orbital abrasive disks similar to an orbital sander. Another grinding head uses spindles with teeth. Another type of grinding use a drum of disks with teeth stacked side by side. Surface scarring is expected with all grinding techniques.
  • Burning: High heat and flame can be used as methods of marker removal. In the hot-compressed air method, a combustion chamber with a mixture of high-velocity air and propane can emit heated gas with temperatures of 2,400 °F (1,320 °C). An excess-oxygen method uses propane and oxygen mixture ejected out of a nozzle to create an external flame and additional oxygen is added to the flame to create temperatures in excess of 4,500 °F (2,480 °C). The flame is applied directly to the markers. In both methods, care is to be taken not to melt the asphalt road surface.
  • Other methods: Lasers have been used in an experimental phase to remove markers, but the process is slow. A method of chemical applications to the markers to break them down is also used. This method requires pressure washing to remove the markers. In certain cases, masking the markers is preferred. Marking material is used to cover the markers or a portion of road surface. The colour of the masking material is made to resemble that of the road surface. Some markings such removable preformed tapes are applied as a temporary marker removal measure. The most expensive method is resurfacing. This method is used only in limited cases.

Road marking technique

[edit]
A road marking vehicle in Nastola, Finland

Thermoplastic road marking paint is a solid powder at room temperature. The thermoplastic paint is melted in a specialised machine called a thermoplastic heater-mixer, before being transferred into the paint tank of a marker. Larger marking machines may have internal heater-mixers. The molten coating is introduced into an insulated marking bucket. The marking bucket leads to a marking shoe that applies the material. Moving the shoe forward pulls a thin layer of paint onto the road. The thickness of this layer is controlled by the gap between the marking shoe and the road. A specialised attachment can spread an even layer of glass beads onto the paint as it is deposited.

Machine marking types

[edit]

Air spray is a method of marking that uses compressed air to spray the paint onto the road surface. The finely atomised paint produces a thin and smooth layer, but the rebounding air flow causes significant paint scattering. This produces somewhat sloppy markings.

High-pressure airless spraying uses a high-pressure airless pump to spray the paint. The atomised paint is not so fine and smooth as air spray, but there is no high speed air flow to scatter any rebounding paint. The marked lines are neat. This method can apply paints of high viscosity, and apply relatively thick layers in a single pass.

Auxiliary equipment

[edit]

Other equipment is often used with road marking machines. The main auxiliary equipment includes thermoplastic paint pre-heaters, hand-push pre-markers and road marking removers. Thermoplastic paint pre-heater is used to melt the solid powder coating into a viscous liquid, providing a steady supply of paint to the marking machine. Pre-markers are used to draw a field sketch in advance to avoid faulty marking. Road marking removers are used to remove old or incorrect markings. Large self-propelled machines usually do not need any support equipment, as equivalent functionality is built in.

Temporary markers

[edit]

Traffic cones are sometimes used to separate High-occupancy vehicle lanes from regular traffic lanes. They are also used in areas where lanes are used at different times for travel in both directions. These cones have shafts that drop into holes in the road surface. A good example of this type of use was the Golden Gate Bridge in San Francisco, before they switched to a moveable barrier system.

Removable tapes can also be used in road construction sites as temporary markers. The tapes can be placed to shift the lanes and black tapes can be used to temporarily blackout the existing markings. At the end of the constructions or within 6 months, the tapes can be pulled out off the surface without using heat, solvents, or machines.[12]

Country specific information

[edit]

The Americas

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Almost all countries in North and South America have solid and intermittent yellow lines separating traffic directions. However, Argentina and Uruguay have intermittent white lines separating traffic when overtaking is permitted from both directions, and solid yellow lines when overtaking is prohibited from both directions; when overtaking is permitted from only one direction, such countries separate traffic with a combination of white and yellow lines. Chile usually uses white lines only, except when snowy conditions are possible (in the South and on mountain roads). Then all lines are yellow. Venezuela uses white lines. [citation needed]

Canada

[edit]

In Canada, the Volatile Organic Compound Concentration Limits for Architectural Coatings Regulations stipulate that paints for traffic markings cannot contain more than 450 g/L of Volatile Organic Compounds. Additionally, traffic marking coatings are subject to a seasonal use restriction of 150 g/L of VOCs in effect from May 1 to October 15.[25]

Yellow lines are used to separate traffic moving in opposite directions, and white lines are used to separate traffic moving in the same direction, and on the shoulders of paved roads. On one-directional roads, a yellow line appears on the left shoulder, and a white line on the right shoulder. Passing rules are denoted by dashed lines as in the United States. In Ontario, it is legal to cross a single solid yellow line along a straight road if the vehicle is not within 30 meters of a bridge or railway crossing.[26]

Orange painted lines are sometimes used when the direction of the road is altered temporarily for construction projects. However, the colour scheme was reversed before 1971, when white was formerly used to denote the separation of opposing traffic, and yellow lines, when used, to denote the separation of the paved road from the right-hand shoulder.[27]

Broken lines that are wider and closer together than regular broken lines are called continuity lines. Continuity lines on the left side of a lane denote that the lane is about to end and that motorists must soon merge left. Continuity lines on the right mean that the lane will continue, but traffic may merge into it ahead.[28]

In some areas, reflective markers (cat's eyes) recessed into the pavement are used, especially approaching curves in the road.

A number of provinces have pavement marking test areas on major roads, to evaluate new pavement markings in relation to existing markings. In Ontario, a well-known location is the eastbound lanes of Highway 401 near Belleville. Other test sites are located on the westbound lanes on Highway 417, east of Ottawa, Highway 60 West of Renfrew, Highway 28 east of Bancroft, Highway 400 North of Honey Harbour and on Highway 37, South of Tweed. Pavement marking manufacturers from around the world supply a variety of materials for these sites to have their products evaluated and approved for use on provincial highways.[29] Other provinces with road marking test areas include Quebec, New Brunswick, and Nova Scotia. Quebec's is outside of Montreal on Autoroute 40; in New Brunswick, the area is outside of Fredericton on Highway 2; Nova Scotia's test area is north of Halifax on Highway 102.

United States

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An old photograph of a bend in a road surrounded by trees and power poles. There are wooden guardrails on either side of the road, with a white-painted centre line separating the two lanes of traffic. Two old cars are approaching the curve which also has arrows to denote the direction of traffic.
Dead Man's Curve along the Marquette–Negaunee Road in Marquette County, Michigan, shown in 1917 with its hand-painted centre line

In the United States, the first documented use of a painted centre line was in 1911 along Trenton's River Road in Wayne County, Michigan.[30] According to the state of Michigan, the idea of using a painted centre line was conceived in 1911 by Edward N. Hines, the chairman of the Wayne County Board of Roads,[31] after watching a leaky milk wagon leave a white trail along a road.[32] Hines was the fifth recipient of the George S. Bartlett Award for Highway Progress,[33] and was inducted posthumously in 1972 into the Michigan Transportation Hall of Honor for his innovation, and was honoured in 2011 with the first Paul Mijksenaar Design for Function Award.[32]

In 1917, the idea of using painted centre lines on rural state highways was conceived and/or put into action in at least three states (Michigan, Oregon, and California), apparently completely independent of one another.[34] At some point in 1917, a white highway centre line was painted along "Dead Man's Curve" on what is now County Road 492 in Marquette County, Michigan,[32] under the direction of Kenneth Ingalls Sawyer, who served as engineer-superintendent of the Marquette County Road Commission.[35][36][37] Sawyer was inducted posthumously into the Michigan Transportation Hall of Honor in 1973.[38]

In Oregon in April 1917, a yellow centre line was painted on the Columbia River Highway, between Crown Point and Multnomah Falls, at the direction of Multnomah County Sheriff's Deputy Peter Rexford.[39] Later in 1917, the same line was continued west of Crown Point.[39] Rexford first conceived the idea of a yellow centre line in early 1917 while riding on a bus from Salem, Oregon on a dark and rainy night,[40] and advocated it as a safety measure on the Columbia River Highway, which Rexford patrolled as a traffic officer.[41] When Multnomah County declined to fund the project, Rexford's boss, Chief Deputy Martin T. Pratt (later elected Sheriff), paid for the paint out of his own pocket so that the centre line could be painted.[41][42][43] Rexford later described the April 1917 line as the "first yellow center line ever painted on pavement" in the United States.[39] An article published in The Oregonian upon Rexford's retirement claimed that a contest with a $10,000 reward was once held to determine the originator of the highway centre line, but the contest was scrapped when information from Europe revealed that ancient civilisations had used white bricks to mark the centre lines of their streets.[40]

In the fall of 1917, June McCarroll of Indio, California developed the idea of white centre lines and began advocating for their use, after she was run off the road by a truck while driving along a highway that would later be incorporated into US 99.[44] McCarroll soon communicated her idea to the local chamber of commerce and the Riverside County Board of Supervisors, with no success. She then took it upon herself to hand-paint a white stripe down the middle of the road, thus establishing the actual width of the lane to prevent similar accidents. In 2002, a portion of Interstate 10 was designated and signed as "The Doctor June McCarroll Memorial Freeway" in her honour.[45]

The question of which colour to use for highway centre lines (dividing opposing traffic) in the United States was the subject of considerable debate and changing standards over a period of several decades.[46] It was the single most controversial and most heavily debated issue resolved by the promulgation of the 1948 edition of the Manual on Uniform Traffic Control Devices (MUTCD), which mandated white as the standard colour of centre lines nationwide.[46] The only exceptions to this standard were for double centre lines on multi-lane highways and for centre lines in no-passing zones, where yellow was recommended but not mandatory.[46] By November 1954, 47 of the 48 states had adopted white as their standard colour for highway centre lines, with Oregon being the last holdout to use yellow.[34] In 1958, the U.S. Bureau of Public Roads adopted white as the standard colour for the new interstate highway system.[47]

The 1961 edition of the MUTCD mandated the use of yellow for the two specific exceptions where yellow had been previously recommended but not required, and concurrently banned white in those contexts.[46] The drafters of the 1961 MUTCD gave three reasons for the change: "(1) It contrasts with the normal white centre or lane lines and thus gives emphasis to the hazard; (2) Yellow has been accepted as a symbolic warning colour in signs and signals; and (3) It is consistent with the standard for no-passing-zone markings approved by the American Association of State Highway Officials and is in use in more than two-thirds of the States for barrier lines."[46]

The 1971 edition of the MUTCD mandated yellow as the standard colour of all centre lines on all roads and highways in all contexts, and banned the use of white.[46][48] The point was to establish a consistent colour code in pavement markings: from now on, yellow would always delineate opposing traffic flows and white would always delineate traffic flowing in the same direction.[46] The changeover to the 1971 MUTCD standards took place between 1971 and 1975, with most repainting completed by the end of 1973, so for two years drivers still had to use the old and new. One odd exception was that white was still allowed as the left edge line colour on the leftmost lane (closest to the median) on divided highways. The 1973 supplement of the MUTCD fixed this by mandating yellow for left edge lines on divided highways.[46]

The major downside to the MUTCD white-yellow system is that yellow has slightly less contrast than white, especially at night, so for maximum contrast, bright yellow—and highly toxic—lead chromate was used to paint yellow lines through the end of the 20th century. As a result, U.S. transportation workers must take special precautions when disturbing or removing yellow lane markings.[49]

In 2002, the Texas A&M Transportation Institute researched the viability of converting from yellow to white centre lines for the Transportation Research Board.[50] The researchers conducted a survey and discovered that 75% of American drivers associate dashed yellow centre lines with dividing opposing traffic; this number rises to 85% for solid centre lines.[50] These findings implied that any conversion to white would require an enormously expensive driver education program on top of the cost of repainting centre lines, and therefore the Texas researchers advised against conversion.[50]

A typical stretch of Valencia Boulevard in Valencia, California, where the lanes are marked only by Botts' dots

In the U.S., the type, placement, and graphic standards of traffic signs, and road surfaces are legally regulated—the Federal Highway Administration's Manual on Uniform Traffic Control Devices is the standard, although each state produces its own manual based upon the Federal manual.[51]

In some areas, such as Colorado and Florida, black material is applied on the surface before a shorter white line is painted. This improves the contrast of the marking against "white" pavements, such as concrete or faded asphalt.

In California, Botts' dots were commonly used to mark lanes on most freeways from the mid-1960s to the mid-2010s (when the state began to transition away from them and back to using painted lines to divide lanes). Many California cities also use Botts' dots on some (or all) major arterial roads. The notable exception is the city of Los Angeles which only uses paint.[citation needed]

In California and Nevada, Botts' dots when present are usually the lines, and no paint is used for additional markings. Exceptions include: freeways built from white concrete where painted stripes are added to make the lanes more visible through sun glare, freeways built so wide that the risk of drifting out of lane is minimal (e.g., Interstate 5 in the Central Valley), and freeways in areas where it snows in the winter (since the snowploughs would scrape off the Botts' dots).

In general, white lines separate traffic in the same direction, single broken lines mean passing or lane changing is allowed, single solid white lines mean lane changing is discouraged or prohibited, and double solid white lines mean it is prohibited,[52] as it often is in tunnels. On two-lane roads, a single broken centre line means that passing is allowed in either direction, a double solid centre line means passing is prohibited in both directions, and the combination of a solid line with a broken line means that passing is allowed only from the side with the broken line and prohibited from the side with the solid line.[52] Lanes with double broken yellow lines on each side are reversible,[53] and lane control signals are used to indicate which direction traffic in such lanes is supposed to travel. The solid white line on the right side is called the 'fog line' used to help cars stay in their lane during foggy conditions and help pedestrians stay off the road.

Marked crosswalks are indicated at a minimum by a pair of white lines. On major boulevards, crosswalks are further highlighted by zebra stripes, which are large white rectangles in the crosswalk perpendicular to traffic. In order to maximise the longevity of zebra crossing stripes, they are usually applied to correspond with the portions of the lane on which the wheels of a car are not usually traveling, thereby reducing wear on the markings themselves.

Pavement markings are used in addition to signs in the United States to designate regular and handicap parking spaces. Regular parking spaces are normally marked with white, although other colours are used. Handicap parking spaces are required to be located within a specified distance of an entrance.[citation needed] Blue markings are used to indicate the parking space is reserved for persons with a disabled parking permit.[54]

Text is painted onto the pavement to reinforce roadside signs that may be obscured for various reasons or that drivers may overlook. Common examples of such legends include "STOP" (before a solid stop line and beside a stop sign) and "SCHOOL" (at the beginning of a school zone). On many California streets, the speed limit is painted onto the road surface to alert drivers to a reduced speed zone. At some complex junctions, route shield pavement markings guide drivers into the correct lane in advance of an overhead guide sign.

Pavement marking test areas exist throughout the United States on various major roads. Interstate 95 in Florida has two test locations in Brevard County: northbound lanes, between mile markers 194 to 198, where the roadway is concrete; and southbound lanes between mile markers 162 to 163, where the roadway is asphalt. Interstate 4 had two testing locations in Polk County between mile markers 27 to 29 in both east- and westbound lanes.[55]

Asia

[edit]

Hong Kong

[edit]

Road markings in Hong Kong are basically identical with the United Kingdom, with longer dashed white lines to indicate lanes of opposing traffic or hazards, and shorter dashed white lines for lanes in the same direction. Solid double white lines indicate that drivers and cyclists must not drive or cycle on them. A solid white line with a broken white line indicates that crossing the line is allowed from the lane closer to the broken line. Double solid white lines are in place in all tunnels and underpasses.

Solid yellow lines are painted along the kerbside to indicate that stopping is not allowed, unlike in the UK where they only prohibit parking. Double solid yellow lines mean stopping is not allowed at any time[56] (parking itself is prohibited on any street with street lighting regardless of whether there are single or double yellow lines).[57] Zig-zag lines are used on both ends of zebra crossings to indicate that drivers and cyclists must not stop unless giving way to pedestrians, and pedestrians must not cross the road otherwise than on the crossing. Road studs are also used as in the UK.[58]

Israel

[edit]

In Israel, white lines are used to separate both traffic driving in the same direction and in opposite directions, while yellow lines are used to mark the shoulder of the road.

Japan

[edit]
Workers applying crosswalk road surface markings in the Tokyo area

In Japan, white always separates traffic in the same direction or indicates traffic in the same direction can use a buffered area that is striped in crosshatch patterns such as at right turns on two-way roads since Japan is a country that has left-side driving.

White is also used on divided expressways with a solid raised centre divider. Two-lane expressways where poles are the only physical barrier between opposing directions of travel always have yellow either side of the row of poles, and white is between the yellow striping and the poles.

White is also used to denote passing allowed on other two-lane roads. Yellow indicates no passing is allowed. On all roads, yellow stripes are always solid.

On expressways where there are many sharp turns and curves, seen especially in the largest cities, a yellow line indicates no passing between lanes, as follows:

  • Solid yellow beside solid white: no entry permitted from the lane the stripe is next to, but passing is permitted with caution.
  • Solid yellow beside broken white: passing is permitted from the side with the broken white line, but not from the side with the yellow line.
  • Solid yellow line alone: passing prohibited from either lane, used on very tight curves and in tunnels.

Other markings include in the cities, destination and exit names painted in the lanes, which is done due to the very close proximity of exits, where in many cases it would be impractical to put up many overhead signs, although these are often seen approaching exits, a curved or slanted arrow points to the side of the expressway the exit will be on. A straight arrow following characters indicates the destination of the expressway.

Where a solid white line appears between lanes, passing is generally allowed but with caution.

North Korea

[edit]

Road markings in the Democratic People's Republic of Korea are rare, but if they do exist, the lines are usually painted white, as in the highway from Pyongyang to Nampo.[59]

South Korea

[edit]

In the Republic of Korea, white always separates traffic in the same direction. White solid line means "do not change lanes", and a white double solid line has the meaning of further emphasis on that way. Dash lines allow changing lanes. Zigzag lanes mean deceleration.

The yellow line is the centre line, which separates traffic in the opposite direction. Yellow solid line means "do not cross the center line, and temporary crossing of the center line for overtaking purposes is also not permitted", and yellow double solid line has the meaning of further emphasis on that way. Yellow dash lines meaning "temporary crossing the center line (=temporary wrong-way driving) for overtaking purposes is permitted". Some intersections have white broken lines at the centre. This indicates a U-turn area; drivers can make U-turns only at this place and not make a U-turn over the yellow line. Additionally, in South Korea, turning left across the centre line is prohibited, regardless of whether it be solid or dashed.[60]

Yellow dash centre line is also exist in South Korean law, but in reality, it is extremely rare to find a road section that is marked with a dash centre line in South Korea. Centre lines of single carriageway with 2 lanes in rural areas of South Korea is almost marking with a solid line even in sections where it is straight or where visibility is sufficient to allow temporary crossing of the centre line (=temporary wrong-way driving) for overtaking. Conversely, dash centre lines are rare than solid centre lines. As a result, inconveniences are occurring all over South Korea, with drivers having to illegally cross the centre line to overtake slow-speed vehicles, like agricultural vehicles such as cultivators and tractors, because they cannot legally overtake them in that road section.[61]

Tunnel sections of South Korean roads are almost prohibited from passing, and are marked with white solid lines that mean "do not change lane". This creates the inconvenience of not being able to legally change lanes within tunnels. Furthermore, there is criticism that white solid lines in tunnels pose a high risk of accidents than white dash lines.[62]

A blue line means bus (or tram) only.

  • Single line: bus-only lane at a rush hour such as 7:00–9:00 and 17:30–19:30 on weekdays
  • Double line: bus-only lane at additional times such as 5:00–11:0015:00–22:00 on weekdays or double line on several streets means bus-only lane all day, including weekends.
  • Dash line: bus-only lane. Other cars can temporarily use bus lanes to turn right into alleys or join regular lanes. Taxis can also temporarily pass through bus-only lanes to allow passengers to get on and off.
  • Solid line: bus-only lane. Other cars are never allowed to enter the bus-only lane.

A line drawn along the side of the road:

  • White line: parking and stopping is allowed, but it isn't allowed on motorways and expressways.
  • Yellow dash line: stopping is allowed, but no parking. However, some local governments allow parking at particular times. The time available for parking is written on a sign.
  • Yellow single solid line: no parking and no stopping, however some local governments allow parking or stopping at particular times. The time available for parking or stopping is written on a sign.
  • Yellow double solid line: no parking and stopping all day. These are used near an intersection, the crosswalk, or a bus station.
  • Red double solid line: no parking or stopping all day because there is a fire hydrant.
  • Zigzag lanes mean deceleration.

Indonesia

[edit]
School zone

Road markings in Indonesia are almost similar to markings in Europe and especially in the Netherlands.

Markings are divided into four types, they are:

  • Line marking, marks that are parallel to the axis of the road.
  • Cross marking, mark that is crosswise to the axis of the road, such as at a stop line at a Zebra cross or at an intersection
  • Chevron, sign that forms a complete line which is not included in the meaning of line marking or cross marking, to indicate an area of the road surface that is not a vehicle traffic lane.
  • Symbol marking, mark that contain certain meanings to express warnings, orders and prohibitions to complement or confirm the intent conveyed by traffic signs or other traffic signs.

The colours also represent the use:

  • White for line
  • Yellow for line (National road)
  • Red for Bus-way and School zone
  • Green for Bicycle

Europe

[edit]
In Europe every country has its own standards.
Top - German-style
Bottom - French-style

In general European countries follow the Vienna Convention on Road Signs and Signals, which describes what road signs and road markings shall look like. The convention has some flexibility so road markings vary somewhat between the countries.

Most European countries reserve white for routine lane markings of any kind. Yellow is used to mark forbidden parking, such as on bus stops. In most European countries, white is used to separate traffic directions, but this is not the case in Norway: the country instead has yellow markings separating traffic directions.[citation needed] Many countries use yellow, orange, or red to indicate when lanes are being shifted temporarily to make room for construction projects. In Croatia, in addition to serving as temporary signage, yellow lines are used permanently to distinguish lanes and turn directions dedicated to public transport.

In France on highways the outside lines are interrupted at a regular distance which allows drivers and police to check distance between moving vehicles.

Yellow road markings separating lanes in Austria, 1990. They were replaced with regular white road markings starting from 1995

In the Netherlands, Germany, Sweden, and the UK, so-called "naked roads" have been trialed, whereby all visible road markings, kerbs, traffic lights, and signs are removed, on urban roads. When this was tested in Seend, a village in the UK county of Wiltshire in 2005, the county council reported that accidents fell by a third, with motorists' speed falling by an average of 5%. It has been suggested that naked roads force drivers to make eye contact with other road users, and that it is this nonverbal communication that is responsible for the reduction of accidents.[63] Others have suggested that road markings, especially with middle marker, make the road look like a main road, triggering faster and more relaxed driving, while no marking makes the road look like a lower quality road. It is an experience from the introduction of marking, that at least on narrow roads and in curves, middle lines help make drivers stay on their side when meeting, and therefore reducing meeting accidents[citation needed]. Note that the 2005 experiment was on urban roads. In Sweden, local streets generally have no marking[citation needed].

Ireland

[edit]
Paved bóithrín in Baile Éamon, Spiddal, County Galway

In Ireland, the centre-line is usually white while the shoulder line is usually yellow. Many rural roads are too narrow to fit a centre-line and only have a shoulder, but sometimes have no road markings. When a rural road has no markings, and grass is growing in the middle it is known as a bóithrín (or English: Bohereen or Boreen). In urban areas, the shoulder is not usually indicated. Double solid yellow lines indicate areas in which parking is forbidden. On most traffic light junctions, in order to improve traffic flow, a hatched yellow box is used. A vehicle cannot enter the box unless it can exit without stopping.

The white centre-line can be either broken or solid. Both single solid lines and double solid white lines forbid overtaking, while dashed white lines and double dashed white lines allow vehicles to overtake each other.

On motorways, same-direction dashed lines are coloured in white as is standard in much of the world. The motorway shoulder is a yellow solid line. On dual carriageways (N or R roads with two or more lanes in each direction), the shoulder is indicated by a yellow dashed line which is standard.

Netherlands

[edit]
Bicycle lane markings adjacent to a traffic lane in the Netherlands

In the Netherlands all general lines are white, while yellow lines are used to mark forbidden stopping (solid yellow), forbidden parking (broken yellow) and for temporarily lining at construction projects.

Shoulder lines are generally interrupted outside built-up area to make the driver be aware the presence of crossing bicycles and pedestrians, driveways and stopping cars. Wider roads sometimes have a single, but in most cases have a double centre line. Interrupted centre lines mean overtaking is allowed, a solid line means overtaking is not allowed, depending on which side of a double line is solid. Smaller roads and roads where bicycles are allowed generally do not have centre lines, and many country roads have no lines at all. Sometimes there is a centre line only in sharp curves.

Shoulder lines on expressways and motorways are solid to imply the general absence of crossing traffic and residential driveways, as well as the disallowance of leaving the road on places other than specified exits. Expressways always have double centre lines. Exit and acceleration lanes are separated by 'block marking'.

Furthermore, several traffic signs are painted on the road, such as speed limits and warning signs.

Norway

[edit]

In Norway, yellow lines are used to separate traffic moving in opposite directions and on the left shoulders of paved roads, and white lines are used to separate traffic moving in the same direction, and on the right shoulders of paved roads. On roads narrower than 6 m (20 ft), the centre line is removed, and the shoulder lines are broken. Short, broken lines means passing is allowed, long, broken lines means passing is allowed but dangerous, and a double yellow line means passing is forbidden. Roads with speed limits below 60 km/h (37 mph) that indicate that passing is allowed but dangerous have a very short yellow line instead of a long one. On motorways, the left shoulder is a yellow line, like in the US. Most other European countries use white lines for all these types of lines.

United Kingdom

[edit]
A box junction in London, pictured from atop the Monument in 1969

In the UK, the first "white line" road markings appeared on a number of dangerous bends on the London-Folkestone road at Ashford, Kent, in 1914.

In England, the idea of painting a centre white line was first experimented with in 1921 in Sutton Coldfield, Birmingham. Following complaints by residents over reckless driving and several collisions, the Sutton Coldfield Corporation decided to paint the line on Maney Corner in the area of Maney.[64]

In 1971, a correspondent for the Sutton Coldfield News wrote an article in the newspaper recalling the event.

The line was put down as an experiment as there were a lot of accidents there, even in the early days of the motor car. The experiment proved to be so successful that the whole country adopted it as a standard road safety device, and later foreign countries paint lines on their roads, as well.[citation needed]

During World War II the Pedestrians Association lobbied for the government to make it safer for pedestrians to walk during the black out. As a result, white lines were painted on the sides of the road and pedestrians were allowed to use a small torch.[65]

Following the successful "white line" experiment at Ashford, Kent in 1914, the use of painted lines on UK roads grew dramatically during the 1920s.[66] In 1926 official guidelines were issued by the Ministry of Transport that defined where and how white lines on roads should be used. A broken white line in the direction of travel, where the gaps are longer than the painted lines, indicates the centre of the road and that there are no hazards specific to the design and layout of the road, i.e. no turnings, sharp bends ahead etc. A broken white line in which the gaps are shorter than the painted lines indicates an upcoming hazard.[67]

Road mark in London
Road mark in London

The Ministry of Transport experimented with double-line road markings for the first time on sections of the A20 and A3 during Easter in 1957.[68] The markings were cautionary, and had no legal status at that time, but motorists were advised that ignoring them could weigh heavily against someone involved in an accident in their vicinity. Further, "it is in order, if safe to do so, to cross the lines only when the broken one is on your side. It is not in order to cross when the solid line is on your side or to park there."[69] Despite the instruction about parking, it was observed that nine bus stops were located inside prohibited parking areas.[68]

A double solid white line indicates that the line may not be crossed, overtaking is permitted if it can be performed safely without crossing the line. Solid lines can be crossed in certain specific conditions (entering premises, overtaking a stationary vehicle, overtaking a vehicle, pedal cycle or horse travelling at less than 10 mph, or when directed to do so by a police officer). A solid white line with a broken white line parallel to it indicates that crossing the line is allowed for traffic in one direction (the side closest to the broken line) and not the other.

Solid white lines are also used to mark the outer edges of a road.

A double yellow line (commonly known as just a "Double Yellow") next to the kerb means that no parking is allowed at any time, whilst a single yellow line is used in conjunction with signs to denote that parking is restricted at certain times. Double and single red lines mean that stopping is not allowed at any time or between certain times respectively.

On many roads in the UK, retro-reflective road studs, including those known as "cat's eyes" when referring to the Halifax type road stud, are placed in the road. These devices reflect the light from a car's headlights back towards the driver in order to highlight features of the road in poor visibility or at night. The colour of road studs differs according to their location. Those defining the division between lanes are white, red road studs are placed along the hard shoulder of motorways, dual carriageways and other roads to mark the left-hand edge of a running lane; and orange road studs are placed along the edge of the central reservation. Green road studs denote slip roads at grade-separated junctions and also road-side lay-bys.

Comprehensive information about highway markings in the UK can be found in the Highway Code and on the gov.uk website.

Russia

[edit]

In Russia, yellow lines may be used instead of white lines to separate oncoming traffic flows. They were authorised only in 2018 and were first painted on a short stretch of Federal Highway A138 in Murmansk Oblast.[70] Broken yellow lines at the edge of the road mean that you cannot park, but can stop for up to 5 minutes, or more if that is needed to load and unload people or cargo. A solid yellow line on the edge of the road denotes that stopping is prohibited.

During road works, temporary orange lines are often provided. These have priority over permanent markings.

Oceania

[edit]

Australia

[edit]
In areas with high levels of snow, such as Snowy Mountains NSW (where this picture was taken), yellow lines are used to contrast the white snow. The markers on the side of the road are also taller than other markers in NSW and pink, in order to increase visibility in snowy weather.
The bridge over the Thredbo River, one of the points in which the white lines become yellow as the number of snowfall increases

In Australia, road markings are typically in line with Germany and Switzerland.[citation needed] White lines are generally used both to separate traffic flowing in the same direction and traffic flowing in opposite directions. Double solid white centre lines may not be crossed under any circumstances unless avoiding an obstruction except in New South Wales and Western Australia where double lines may be crossed to enter or leave the roadway. Dashed lines may be crossed for overtaking, changing lanes or turning, and also in the case of double-line markings provided the dashed line is on your side of the markings. For this reason, dashed lines are usually used to mark multiple lanes travelling in one direction. Single yellow lines along road edges are used nationally to indicate "No Standing" areas not otherwise marked by signs. Solid white lines are also used to indicate kerbside parking, pedestrian and bicycle lanes, and other kerbside features. In cities with tramway networks, double yellow lines separate the tramway from the road.[71] Yellow line markings are also used in areas that receive regular annual snowfall to provide contrast. Double-line markings are used to separate traffic flowing in opposite directions on busy roads.

Solid white lines are used to mark an intersection that a driver must stop at before entering whilst obeying all right-of-way laws. Dashed white lines are used to mark an intersection at which a driver must give way. Dashed white lines are also commonly used to indicate turns in intersections and to indicate intersections where a diamond turn is possible (intersections in which two cars travelling in opposite directions turn to the same direction of travel as each other without coming into contact).

Materials used are waterborne paint, thermoplastics, and cold-applied plastic (PMMA), all with glass beads. Bead is generally 1mm for longitudinal marking. Currently moving to performance-specified contracts with the primary performance indicator being retro-reflectivity measured with 30 m (98 ft) geometry instruments. Intervention levels vary generally from 100 to 150 mcd/lux/m2 (from 0.029 to 0.044 foot-lamberts).

New Zealand

[edit]

Although New Zealand follows the convention of a solid yellow line to indicate no passing on roads with two-way traffic, it uses 3 m-long (9 ft 10 in) dashed white lines with a 7 m (23 ft) gap to indicate when passing against opposing traffic is allowed on two-lane roads and shorter ones to separate lanes going in the same direction. The New Zealand convention followed the USA MUTCD convention common between 1961 and the early 1970s.

New Zealand road markings are governed/standardised by Part 2 of the Manual Of Traffic Signs And Markings (MOTSAM).[72]

References

[edit]
[edit]
Revisions and contributorsEdit on WikipediaRead on Wikipedia
from Grokipedia
Road surface markings are devices applied to the surface of roadways, such as lines, arrows, symbols, and words (also known as pavement word messages or pavement messages in traffic engineering standards), to regulate, warn, or guide vehicular and by delineating , edges, and other features. These markings supplement other control devices like signs and signals, enhancing road user safety and efficiency, particularly in low-visibility conditions. They are essential for preventing collisions by providing visual cues for lane positioning, speed control, and crossings. Standards and practices vary by country and region, often guided by international agreements like the Vienna Convention on Road Signs and Signals. Early developments in the included the first painted centerlines around to separate opposing , with standardization efforts growing as paved roads expanded. Common types of road surface markings include longitudinal lines—such as solid, broken (dashed), or dotted. In the United States, per MUTCD standards, broken white lines separate lanes traveling in the same direction and permit lane changes when safe to do so. Solid white lines separate lanes but discourage lane changes (crossing is not recommended), often used on approaches to intersections, exit ramps, or to separate through lanes from auxiliary/special lanes (e.g., HOV or truck lanes). Double solid white lines prohibit lane changes entirely. Generally, white is used for same-direction lanes and yellow for opposing directions, though conventions vary. Edge lines, transverse markings like stop lines and crosswalks, and symbols such as lane-use arrows or yield triangles are also common. Markings are typically required to be retroreflective for visibility on higher-speed roads. Common materials for applying road surface markings include paints (waterborne or solvent-borne), thermoplastics, epoxies, polyureas, and preformed tapes, selected based on , resistance, and retroreflectivity needs. Thermoplastics and epoxies offer longer service life on high-traffic roads, while paints provide cost-effective short-term solutions. All materials must maintain specified colors throughout their useful life and be applied to ensure adequate to the pavement surface. continues to evaluate material performance in reducing crashes, with studies confirming benefits like edge line markings decreasing run-off-road incidents.

History and Development

Early Innovations

The origins of road surface markings trace back to the early , driven by the rapid increase in automobile and the need for basic guidance to prevent collisions. In 1911, the Wayne County Road Commission in painted the first known centerline on River Road near Trenton, inspired by Edward N. Hines, who observed white trails left by a leaking and recognized their potential to separate opposing lanes of . This innovation marked a pivotal shift from unmarked roads to visually defined pathways, though initial adoption was localized and experimental. Meanwhile, international developments included the 1934 invention of —raised reflective road studs—by in the , which provided nighttime guidance and influenced later global marker designs. By the 1910s and 1920s, white paint lines gained traction as a simple, cost-effective solution for enhancing road safety. A notable early example occurred in 1917 when Dr. June McCarroll, a physician in Indio, California, personally painted a white centerline on what is now Indio Boulevard (then part of Highway 99) after narrowly avoiding a head-on collision in her Model T Ford; her advocacy led to broader implementation by the California State Legislature in 1924. Widespread application of white paint for centerlines and edge markings expanded across U.S. states during the 1920s, coinciding with the growth of paved highways and formalized traffic engineering practices. Advancements in visibility followed in the 1930s, with the introduction of glass beads embedded in paint to provide retroreflectivity, allowing lines to shine under vehicle headlights at night. This technique, pioneered by companies like , significantly improved nighttime safety without requiring external lighting. The 1935 Manual on Uniform Traffic Control Devices (MUTCD) began standardizing such markings, emphasizing white for lane separation. The mid-20th century brought color differentiation and tactile innovations. In the late 1940s, the MUTCD recommended yellow for no-passing zones to warn drivers of hazards, with full standardization across the U.S. by the 1954 edition, replacing inconsistent white lines in restricted areas for clearer intent. Concurrently, in 1953, Caltrans engineer Dr. Elbert D. Botts developed raised pavement markers—ceramic dots adhered without adhesive to provide auditory and visual cues during or —first tested on freeways in the mid-1950s. These early experiments laid the groundwork for more durable, multi-sensory systems in later decades.

Modern Advancements

In the , markings emerged as a significant advancement over traditional paint-based systems, offering substantially greater and resistance to wear from and weather. These materials, applied in a molten state and allowed to solidify, provided longevity of up to five years or more in moderate-traffic conditions, compared to the one-year lifespan of conventional paints. Their development addressed the rising traffic volumes of the era, enabling more reliable lane delineation on highways. Building on this, the and saw the introduction of preformed tapes and resins, tailored for high-traffic urban intersections and expressways where rapid application and extended were critical. markings, first commercialized in 1970, formed a tough, chemical-resistant bond with the pavement, lasting up to five years under heavy use. Preformed tapes, patented in reflective forms by 1974 and widely installed from the early , allowed for quick overlay or inlay installation without curing time, minimizing closures. These innovations reduced frequency and improved safety in demanding environments. The 1980s marked the widespread adoption of retroreflective standards for pavement markings, driven by (FHWA) research emphasizing nighttime visibility. Studies, including a 1986 evaluation by , recommended minimum retroreflectivity levels of around 100 millicandelas per square meter per to ensure detectability for older drivers using typical headlamps of the period. FHWA guidelines influenced national practices, promoting materials that reflected light back to drivers' eyes, thereby reducing accidents in low-light conditions. The evolution of the Manual on Uniform Traffic Control Devices (MUTCD) reflected these material advances, with the 2009 edition incorporating provisions for fluorescent paints to enhance daytime conspicuity, particularly for yellow centerlines and no-passing zones. Key milestones included the 1970s establishment of AASHTO M247 as the specification for beads used in pavement markings, with 1990s research advancing their use for improved wet-night retroreflectivity through larger beads and better embedment standards. By the early , a shift to water-borne, low-VOC paints gained momentum to meet EPA environmental regulations limiting volatile emissions to under 150 grams per liter, dominating the market by 2000 while maintaining durability comparable to solvent-based alternatives. This transition reduced without compromising visibility standards.

Purpose and Standards

Safety and Guidance Functions

Road surface markings serve essential functions in delineating travel lanes to guide drivers and maintain proper vehicle positioning on the roadway. They also warn of hazards such as sharp curves or approaching intersections through specialized patterns, helping drivers anticipate and respond to potential risks. Additionally, certain markings indicate speed limits or advisory speeds, particularly in areas like curves where reduced velocity is necessary for . These markings provide navigational guidance through distinct categories: longitudinal markings, such as edge lines and centerlines, which run parallel to to define boundaries; transverse markings, including stop bars and yield lines that the roadway to control stopping or yielding; and symbolic markings, like directional arrows or pedestrian crosswalks, which convey specific instructions or priorities. The use of color in these markings enhances their effectiveness; white lines typically separate lanes with traffic moving in the same direction, while yellow lines indicate separation of opposing flows, psychologically signaling no-passing zones to discourage risky maneuvers and thereby reducing head-on collisions. Safety benefits are well-documented, with studies showing that well-maintained markings can reduce departure crashes by up to 25%, as edge lines and warnings help prevent vehicles from veering off the road. Improved nighttime is achieved through retroreflection, where markings incorporate materials that bounce headlights back toward drivers, extending detection distances and lowering crash risks in low-light conditions. Overall, pavement markings contribute to approximately 20% crash reduction across roadways, underscoring their role in broader improvements.

Regulatory Frameworks

Road surface markings are governed by a range of international and national regulatory frameworks designed to ensure uniformity, visibility, and durability for traffic safety. The Vienna Convention on Road Signs and Signals, adopted in 1968 under the Economic Commission for Europe (UNECE), establishes foundational international standards for road markings, promoting consistency in colors (primarily white and yellow) and shapes to facilitate cross-border and reduce confusion for drivers. This convention specifies that markings must use non-skid materials not exceeding 6 mm in height and outlines protocols for lines, arrows, and symbols to maintain global . In the United States, the Manual on Uniform Traffic Control Devices (MUTCD), published by the (FHWA) in its 11th edition in 2023, serves as the national standard for all traffic control devices, including pavement markings on public roads. U.S. states may implement minor supplements or state-specific manuals for road markings, provided they remain in substantial conformance with the federal MUTCD standards. It mandates specific marking types, such as or dashed lines for delineation, with standard widths of 4 to 6 inches for longitudinal markings on most roadways. Additionally, FHWA regulations require maintained minimum retroreflectivity levels of 50 millicandelas per square meter per (mcd/m²/lx) for roads with posted speeds of 35 mph or greater, increasing to 100 mcd/m²/lx for speeds of 70 mph or higher, to ensure nighttime visibility. European regulations, administered by the UNECE, build on the Vienna Convention through technical prescriptions like those in the ECE Agreement, which define retroreflectivity coefficients and color schemes for road markings to harmonize standards across member states. For instance, white is used for lane edges and for no-passing zones, with minimum retroreflectivity set by standards such as EN 1436 to guarantee performance under varying lighting conditions. Key requirements across these frameworks include minimum expectations and standardized testing protocols to verify material . Conventional paint-based markings must typically endure at least 2 years under normal conditions, while materials are required to last 5 to 7 years due to their heat-fused application and resistance to . Abrasion resistance is assessed using protocols like ASTM D4060, which measures material loss via a rotating abrader to simulate and ensure compliance with thresholds. Compliance with these standards is enforced through contractual obligations in road construction and maintenance projects, where non-adherence can result in penalties such as withheld payments, project delays, or fines up to $75,000 per violation under accessibility laws like the Americans with Disabilities Act (ADA). Recent updates emphasize accessibility, mandating tactile markings—such as detectable warning surfaces with truncated domes—at pedestrian crossings and curb ramps to aid visually impaired individuals, with enforcement by the U.S. Department of Justice.

Types of Markers

Mechanical Markers

Mechanical markers consist of raised or embedded physical devices that serve as road surface markings, delivering tactile, auditory, and vibratory feedback to drivers to maintain lane position and alert them to potential deviations. These elements, distinct from flat painted lines, include , rumble strips, and delineators, which physically protrude from or are integrated into the pavement to enhance guidance under varying conditions. Botts' dots are small, dome-shaped markers typically constructed from ceramic or durable plastic materials, measuring approximately 4 inches in diameter and 0.5 inches in height to provide subtle yet effective protrusion. In regions prone to snowfall, snowplow-resistant variants—such as low-profile, recessed, or flexible designs—are utilized to minimize damage from plowing equipment while retaining functionality. Rumble strips, another key type, involve milled grooves or continuous raised ridges, often 5 to 7 inches wide and 0.5 inches deep, patterned along shoulders or centerlines to generate noise and vibration upon traversal. Delineators, meanwhile, are upright posts, either flexible plastic or rigid metal, positioned at intervals along roadway edges to delineate curves, barriers, or transitions visually and tactilely. These markers excel in durability, particularly in snowy or icy environments where traditional erodes or becomes invisible, as their embedded or bonded withstands harsh weather and traffic loads. By producing immediate auditory and vehicle vibrations, they effectively warn drivers of lane drift, contributing to substantial reductions in roadway departure incidents—studies indicate up to 50% fewer run-off-the-road crashes on treated sections. This physical feedback promotes heightened attentiveness, especially in low-visibility scenarios like or , without impeding vehicle speed or emergency response. Installation of mechanical markers typically involves with resins for surface application or direct during pavement laying to ensure longevity. and similar raised markers are affixed using automated applicators that apply adhesive and position devices precisely, often at spacings of 48 feet for centerline delineation or closer intervals (e.g., 12 inches) for lane edges to mimic standard striping patterns. Rumble strips are milled into existing pavement with specialized machinery, while delineators are anchored via stakes or bases. Maintenance requires periodic replacement, as markers can dislodge from heavy impacts, but their design allows for cost-effective reinstallation. A prominent example is 's adoption of in the 1960s, first tested in 1965 and mandated statewide in 1966 for non-snowfall areas to supplement or replace painted lines. By 2017, over 20 million of these markers had been installed across freeways and highways, spanning more than 2,000 miles. However, in 2017, Caltrans announced plans to phase out , ceasing new installations and replacing them with painted lines as they wear to reduce maintenance costs and tire damage, though they retain a historical role in improving nighttime and wet-weather visibility.

Non-Mechanical Markers

Non-mechanical markers consist of painted or adhered lines and symbols applied directly onto the pavement surface to provide visual guidance for drivers and pedestrians. These flat markings delineate traffic lanes, indicate turning areas, and convey regulatory information without any raised or protruding elements. Common forms include solid and dashed lines for lane separation, directional arrows for guidance, and textual symbols such as "STOP" or "YIELD" for control points. Such word-based markings are known as pavement word messages or pavement messages in various traffic engineering standards (e.g., referenced as word messages in MUTCD contexts). These markings are typically elongated with letters at least 6 feet in height and oriented so that the first word or part of the message is nearest the approaching driver (appearing bottom-to-top from the driver's perspective) to ensure legibility as the vehicle approaches. Common examples include "SCHOOL ZONE" or "SLOW DOWN" to convey warnings or instructions. Widths typically vary from 4 to 12 inches based on road type and function, with narrower lines (4-6 inches) used for standard lane edges and wider ones (up to 12 inches) for high-emphasis areas like intersections or high-speed corridors. In the United States, the Manual on Uniform Traffic Control Devices (MUTCD) specifies standards for white lane lines separating traffic lanes traveling in the same direction. Broken (dashed) white lines indicate a permissive condition, allowing crossing with care and permitting lane changes when safe to do so. Solid white lines discourage crossing and are often used on approaches to intersections, exit ramps, or to separate through lanes from auxiliary or special lanes (such as high-occupancy vehicle or truck lanes). Double solid white lines prohibit crossing entirely. Daytime visibility depends on the color contrast between the marking and the underlying pavement, often using , , or other hues to ensure clear differentiation under . At night, these markers rely on the reflection of external light sources, such as vehicle headlights, to remain discernible, though effectiveness diminishes without retroreflective additives. These markers are particularly vulnerable to degradation from tire abrasion, weather exposure, and ultraviolet radiation, leading to rapid fading in demanding conditions. In high-traffic environments, their typical lifespan ranges from 12 to 36 months before requiring repainting to maintain adequacy. Painted non-mechanical markers dominated road delineation practices from the early until the , after which and other durable alternatives began supplanting them in many jurisdictions due to superior longevity.

Materials and Composition

Paint-Based Materials

Paint-based materials form the foundation of traditional markings, offering a liquid-applied solution that dries to create visible lines and symbols on pavements. These paints are categorized into (solvent-based), (water-based acrylic), and water-borne formulations, each providing varying levels of and environmental compatibility. Since the early 2000s, the industry has shifted toward low-volatile organic compound (VOC) versions of these paints to reduce smog-forming emissions and comply with stricter environmental regulations, with water-borne and types leading this transition due to their inherently lower VOC content compared to traditional alkyds. The composition of these paints typically includes binders such as or acrylic resins that ensure to asphalt or surfaces, pigments like for white markings to achieve high opacity and brightness, and solvents—either organic for alkyds or water for latex and water-borne types—to control during application. Fast-dry variants, common in water-borne paints, achieve touch-dry status in 15-30 minutes under standard conditions, minimizing traffic disruptions. Performance characteristics emphasize retroreflectivity, enhanced by embedding glass beads into the wet surface, which refract vehicle headlights back toward drivers for improved nighttime visibility. These materials offer durability of 6-18 months under typical traffic and weather exposure, making them suitable for interim applications where frequent maintenance is feasible. Their cost-effectiveness, at approximately $0.10-0.20 per linear foot installed for a standard 4-inch line, supports widespread use on low- to medium-volume roads. Application involves spray or methods to deposit the at a uniform thickness of about 15 mils (0.38 ) dry film, ensuring consistent coverage and integration. Quality is governed by standards such as AASHTO M248, which specifies requirements for resin-based ready-mixed white and yellow traffic paints, including , time, and pigmentation for reliable performance on bituminous and pavements. In the , quick-dry water-borne paints emerged as a significant advancement, incorporating advanced technologies to reduce drying times to under 10 minutes while maintaining low-VOC profiles, thereby shortening lane closure durations during application. Compared to thermoplastics, these paints provide shorter but lower initial costs, ideal for scenarios requiring rapid re-marking.

Durable and Preformed Materials

Durable and preformed materials for road surface markings are engineered for prolonged in high-traffic and harsh environmental conditions, offering superior resistance to wear compared to conventional paints. These materials include s, which are hot-applied in a molten state, preformed thermoplastic sheets, resins known for their strong adhesion to asphalt and surfaces, and s, a fast-curing two-component system. Thermoplastics, in particular, are widely used for their ability to form a robust bond with the pavement upon cooling, providing an extended service life often exceeding that of paint-based alternatives. Thermoplastic materials typically consist of a blend of , pigments, fillers, and glass beads, with the latter comprising approximately 30% by weight to enhance reflectivity. The mixture is heated to an application of 400–450°F before onto the road surface, where it solidifies to create a thick, uniform layer resistant to cracking and fading. resins, another durable option, are two-component systems combining a pigmented base with a hardener, formulated for high and chemical resistance, making them suitable for demanding applications like industrial zones. Polyureas, also two-component ( and hardener), cure rapidly (within minutes) and provide excellent abrasion resistance and color stability, with service lives of 3 or more years on high-volume roads. Performance of these materials is evaluated through standardized tests, such as ASTM D4060 for abrasion resistance, which measures after simulated to ensure under loads. Thermoplastics demonstrate excellent retention of retroreflectivity, with initial levels typically 250–350 mcd/m²/lx for markings and maintained levels above 100–150 mcd/m²/lx for several years depending on volume and . Preformed thermoplastics, supplied as sheets or tapes made from formulations with embedded beads, are cut to custom shapes for symbols, legends, or arrows and adhered using pressure-sensitive adhesives or heat application for seamless integration on curved or irregular surfaces. These materials offer significant advantages, including a service life 2–3 times longer than standard paints on high-volume roads, reducing the frequency of reapplication and overall maintenance costs despite higher initial expenses of approximately $1.20–$2.50 per linear foot as of 2025. Their minimizes disruptions from frequent installations and enhances by preserving clear in adverse . In life-cycle analyses, thermoplastics and epoxies prove cost-effective for permanent markings in areas with , where paint would require more frequent touch-ups.

Application Techniques

Equipment and Methods

Road surface markings are applied using specialized equipment designed for precision and efficiency, with airless spray rigs commonly employed for paint-based materials. These rigs utilize high-pressure pumps to atomize without , enabling consistent application on large surfaces such as highways. For materials, extruders equipped with or applicators are standard; applicators spread heated evenly across the surface, while applicators form raised profiles for enhanced durability. Application methods range from conventional hand-guided approaches for detailed or small-scale work to automated truck-mounted systems for high-volume projects. Hand-guided machines allow operators to maneuver around obstacles or apply custom markings like arrows, offering flexibility in confined areas. Automated truck-mounted rigs, often integrated with GPS for precision striping, follow pre-programmed paths to ensure straight lines and consistent spacing, reducing on long stretches of roadway. The application process begins with surface preparation, involving thorough cleaning to remove debris, oil, and old markings, ensuring adhesion. A primer is then applied to porous surfaces like concrete to promote bonding, particularly for thermoplastics. Marking follows, with the material extruded or sprayed at controlled temperatures and thicknesses, after which curing occurs; paint typically sets in 1-2 hours to allow traffic without tracking. Auxiliary tools enhance accuracy and functionality, including line lasers for alignment that project visible guides to maintain straight paths during application. Bead dispensers, often integrated into sprayers, simultaneously apply reflective glass beads to wet markings for immediate retroreflectivity. Modern machines achieve high efficiency, covering 20,000 to 50,000 feet per hour (4 to 10 mph) on straight sections, with swivel applicators allowing adaptations for curves by adjusting the angle of material deposition.

Reflective Enhancements

Reflective enhancements in markings primarily rely on beads to improve under low- conditions by enabling retroreflection, where from headlights is directed back toward the source. These beads, typically made from soda-lime , are embedded into the marking material to refract and reflect incident efficiently. According to AASHTO M247 specifications, beads are classified into types such as Type I (standard) and Type II (high-performance), with a minimum of 1.5 to ensure effective bending and return. The beads achieve a roundness of at least 80% for optimal spherical shape, allowing uniform distribution without significant . The mechanism of retroreflection involves light entering the transparent bead, undergoing at the back surface due to the contrast with air or the marking binder, and exiting parallel to the incident ray. This results in a of retroreflected (R_L), measured in millicandelas per square meter per (mcd/m²/lx), which quantifies the marking's brightness when illuminated. Standards from the (FHWA) and state departments of transportation often require initial R_L values of at least 250 mcd/m²/lx for white highway centerlines to provide adequate nighttime guidance. Typical application densities aim for bead coverage that supports these levels, with rates equivalent to approximately 6-12 pounds per 100 square feet for drop-on applications, ensuring sufficient exposure on the surface. Glass beads are applied using drop-on methods, where they are scattered onto freshly laid wet or immediately after application to embed partially in the surface, or intermix methods, where smaller beads are premixed into the for deeper integration and gradual exposure as the top layer wears. For preformed tapes and durable markings, prismatic sheeting incorporates microprismatic elements—tiny cube-corner reflectors molded into films—that provide superior retroreflection without relying solely on beads, maintaining in diverse weather. is evaluated through initial brightness levels often reaching 400 mcd/m²/lx, which may decay to 100 mcd/m²/lx over 2-3 years depending on traffic volume and type, as assessed by ASTM E2177 wet-night tests that simulate rain-covered conditions. Advancements focus on enhancing bead retention and multifunctionality, such as using larger-diameter s (e.g., Type III per AASHTO M247, up to 1.18 ) that protrude more from the surface for better long-term exposure and wet recovery, extending visibility life by 20-50% in high-traffic areas. These are often combined with anti-skid aggregates like calcined or particles, applied concurrently to increase surface without compromising reflectivity, achieving skid resistance values above 0.45 under wet conditions per ASTM standards. Such innovations ensure sustained performance across marking types, from paint to thermoplastics.

Installation and Maintenance

Permanent Application Processes

The permanent application of road surface markings begins with meticulous planning to ensure compliance with established standards and safety requirements. Surveying the road layout involves assessing the geometry, patterns, and existing conditions to determine precise marking locations, often using chalk lines for pre-marking alignment. Selection of markings adheres to the Manual on Uniform Traffic Control Devices (MUTCD), which specifies types such as solid, broken, or double lines based on road function, speed limits, and average daily (ADT) volumes—for instance, centerlines are required on paved undivided two-way urban arterials and collectors that have a traveled way of 20 feet (6.1 m) or more in width and an ADT of 6,000 vehicles per day or greater. Traffic control setup is essential during this phase, including , barriers, and flaggers to manage vehicle flow and protect workers, even on low-volume roads. Execution of the application follows a multi-layer process tailored to the material type, typically involving a primer for enhanced , a base coat for coverage, and a topcoat or bead layer for reflectivity. For paint-based systems, the base coat is applied at a wet thickness of 15 ± 1 mils, followed by glass embedded in the surface; thermoplastic markings require a primer on surfaces to promote bonding, with the base extruded or sprayed at 90 ± 5 mils, and incorporated during application. Curing occurs under controlled conditions, such as allowing to dry for several hours in ambient air or cooling post-extrusion at temperatures around 400°F, ensuring the marking sets firmly before reopening to traffic. Quality assurance encompasses rigorous testing to verify performance standards. Retroreflectivity is assessed using mobile reflectometers operating at 30-meter , measuring values in millicandelas per square meter per (mcd/m²/) to confirm compliance with MUTCD minima such as 50 mcd/m²/ for roads with speeds of 35 mph (56 km/h) or higher, and guidance levels such as 100 mcd/m²/ recommended for roads with speed limits of 70 mph (113 km/h) or greater. Thickness gauging, often via wet film wheels or dry per ASTM standards, ensures uniformity within 15-120 mils depending on material, preventing issues like premature wear. Key factors influencing application include environmental constraints and surface adaptations. Weather must be dry with temperatures above 50°F for both air and pavement to facilitate proper and curing, avoiding application in or high that could compromise . Road type dictates bonding methods: asphalt surfaces allow direct application, while requires primers or sealers to mitigate and ensure longevity. The lifecycle of permanent markings involves initial application followed by scheduled every 1-5 years, determined by traffic volume and degradation rates—higher ADT (e.g., over 20,000 vehicles/day) accelerates wear, necessitating more frequent replacements to maintain retroreflectivity above MUTCD thresholds. Monitoring via periodic surveys informs these intervals, prioritizing high-volume routes for proactive maintenance.

Removal and Durability Issues

Road surface markings face significant durability challenges due to environmental and operational factors, which can substantially shorten their effective lifespan. Traffic abrasion from vehicle tires erodes the marking surface over time, particularly on high-volume roads where constant accelerates . (UV) degradation from sunlight breaks down the binder materials, causing fading and loss of retroreflectivity, especially in regions with intense solar exposure. In colder climates, snow plowing and de-icing operations further damage markings through mechanical scraping and chemical exposure, exacerbating abrasion and cracking. These factors contribute to varying service lives, with conventional paint markings typically lasting 6 to 12 months under moderate conditions, while materials endure 3 to 5 years before requiring replacement. Fading and poor of road markings have notable implications, as they impair guidance and increase the of departure crashes. Studies indicate that low retroreflectivity correlates with higher crash probabilities, particularly at night or in adverse , with some analyses showing up to a 21% increase in overall crash rates on unmarked or poorly visible sections compared to well-maintained ones. Additionally, degraded paint-based markings can leach volatile organic compounds (VOCs) into the environment through weathering and runoff, posing potential contamination risks in areas with frequent . When markings must be removed, such as during road repaving or pattern changes, several methods are employed to ensure clean pavement preparation without excessive damage. Grinding with blades effectively abrades away old markings, providing a smooth surface for new applications while minimizing residue. Chemical solvents dissolve layers for targeted removal, though they require careful handling to avoid environmental release. High-pressure jetting, or hydro-blasting, uses pressurized to strip markings without generating dust, making it suitable for urban settings but necessitating immediate debris collection to prevent slippery conditions. Best practices emphasize complete removal of old markings prior to reapplication to prevent "ghosting," where faint outlines confuse drivers and compromise . For materials, scraped residues is feasible through specialized processing, reducing waste and material costs where facilities are available. To mitigate issues, incorporating anti-skid additives like aggregates during application enhances traction and resistance to wear from and plowing. Ongoing monitoring using automated vehicle detection systems, which scan retroreflectivity in real-time, allows agencies to schedule timely maintenance and extend overall service life. Proper installation techniques, such as surface preparation, further support longevity by addressing potential wear from the outset.

Special Applications

Temporary Markers

Temporary markers are specialized road surface markings designed for short-term use in construction zones, roadwork detours, and events, providing essential guidance to motorists while allowing for quick installation and removal. These markers are typically employed for durations corresponding to work zone types as defined in the MUTCD, including short-term (hours to one daylight period), intermediate-term (1-3 days), and long-term (>3 days) applications, and prioritize high visibility through bright colors such as orange or to alert drivers to hazards or changes in traffic patterns. Common types of temporary markers include water-based removable paints, adhesive tapes, and chalk or spray formulations for immediate, low-impact applications. Water-based paints are applied as liquid coatings that dry quickly and can be formulated to be non-permanent, while adhesive tapes consist of preformed, peelable strips that adhere to the pavement surface without penetrating it deeply. Chalk or sprays offer the simplest option for very short-term needs, such as event setups, where markings need to be applied and erased within hours. Application methods for temporary markers emphasize portability and speed, often involving hand-spraying with aerosol cans or portable machines like small airless sprayers for paints and . Adhesive tapes are laid down manually or with lightweight applicators that press the material onto the surface. Removal is straightforward to minimize disruption: water-based paints and dissolve easily with soap and water or , while tapes can be peeled off by hand or with basic tools, leaving little to no residue or pavement damage. Standards for temporary markers are outlined in the Manual on Uniform Traffic Control Devices (MUTCD) Chapter 6, which governs temporary traffic control in work zones and requires markings to match the layout of permanent ones where applicable, with retroreflectivity for nighttime in longer-duration setups despite their inherently lower durability compared to permanent options. In the United States, these guidelines ensure consistent use of reflective elements like glass beads in paints or embedded in tapes to maintain under low-light conditions. The primary advantages of temporary markers include their low cost, typically ranging from $0.05 to $0.15 per linear foot, and reduced risk of pavement damage due to non-invasive materials and removal processes. Unlike permanent markers, which are engineered for long-term , temporary types facilitate rapid deployment in dynamic environments without compromising the underlying road surface.

Innovative and Specialized Markings

Active luminous road markings represent a significant advancement in nighttime visibility, utilizing phosphors such as (SrAl₂O₄:Eu²⁺,Dy³⁺) to absorb during the day and emit a persistent glow after dark. These materials, often integrated into or water-based coatings, provide afterglow durations exceeding 10 hours, enhancing safety on unlit roads, highways, and paths without relying on external power sources. For example, persistent phosphorescent road markings (PPRMs) outperform traditional fluorescent options by maintaining for several hours, reducing energy consumption for lighting and improving visibility in adverse weather like or . Smart road paints embedded with sensors enable real-time traffic monitoring and adaptive guidance, integrating IoT and AI to detect vehicle flow, weather conditions, and lane usage. These innovations, with broader deployments and pilots underway as of 2025, support intelligent transportation systems by relaying data to traffic management centers, potentially reducing congestion and enhancing for both human and autonomous drivers. Specialized markings further cater to vulnerable road users; tactile pavements feature raised, truncated dome patterns compliant with Americans with Disabilities Act (ADA) standards, providing detectable warnings and directional cues for visually impaired at curb ramps and platform edges. Colored bike lanes, typically marked in green, delineate cyclist paths at high-conflict areas like intersections, alerting motorists to yield and improving overall . Dynamic markings via LED-embedded strips, such as the Flowell system, create interactive zones that illuminate under approaching vehicles, offering adaptive speed reduction cues and awareness. As of 2025, Flowell has been deployed in urban settings in and to improve visibility at crossings. Emerging developments in 2025 include self-healing polymers for road markings, which employ microcapsules or vascular networks to autonomously repair cracks and wear, thereby extending service life and minimizing maintenance needs. As of 2024, the global market for self-healing road markings reached USD 1.14 billion, with a projected CAGR of 16.7% through 2033, driven by investments. UV-resistant nano-coatings form a dense protective layer over markings, preventing degradation from rays and to achieve over 10 years of on painted surfaces. In applications for autonomous vehicles, high-precision, high-contrast markings facilitate reliable detection, ensuring accurate lane guidance and navigation even in low-light conditions. is advanced through bio-based thermoplastics, such as rosin ester binders, which replace petroleum-derived resins and reduce the by 81%—from 2.74 to 0.52 kg CO₂e per tonne—while maintaining retroreflectivity and fusion with asphalt. Despite these benefits, innovative markings encounter substantial challenges, including high initial costs for materials like embedded sensors and self-healing polymers, which can exceed traditional options by several times. Regulatory approval processes pose additional hurdles, requiring extensive testing for , , and before widespread implementation, often delaying adoption in public infrastructure projects. Funding constraints for roadway upgrades further limit , though ongoing pilots and market growth projections indicate potential for overcoming these barriers through technological maturation.

Regional Variations

Americas

In the United States, road surface markings are governed primarily by the Manual on Uniform Traffic Control Devices (MUTCD), which establishes national standards for design, placement, and materials to ensure uniformity and safety across highways and streets. materials are a common standard for durable markings, particularly on high-traffic roads, due to their longevity and resistance to wear compared to traditional paint. , small raised ceramic markers, are widely used in the western states, such as , to delineate lanes and provide tactile feedback, though their use has declined in some areas due to maintenance challenges from snowplows and other factors. centerlines, indicating no-passing zones, have been standard since the 1954 MUTCD revision, which specified yellow for such markings to enhance visibility and warn of hazards on undivided roads. On highways in the US (per MUTCD standards), broken (dashed) white lines separate lanes traveling in the same direction and permit lane changes when safe to do so. Solid white lines separate lanes but discourage lane changes (crossing is not recommended), often used on approaches to intersections, exit ramps, or to separate through lanes from auxiliary/special lanes (e.g., HOV or truck lanes). Double solid white lines prohibit lane changes entirely. In , pavement marking standards are outlined in the Manual of Uniform Traffic Control Devices for Canada (MUTCDC), developed by the Transportation Association of Canada, which aligns closely with the U.S. MUTCD in layout, colors, and functions to facilitate cross-border consistency. Bilingual considerations influence symbol-based markings in regions like , where icons for pedestrian crossings or arrows must be universally interpretable without language barriers. Cold-weather adaptations are prominent, including snowplow-resistant raised pavement markers made from durable , which maintain visibility during snow and ice by protruding slightly above the surface without impeding plows. Latin American countries exhibit variations in road markings, often influenced by the Vienna Convention on Road Signs and Signals, which many nations like and have adopted or adapted to promote harmonization. In and , yellow lines are standard for no-passing zones on two-way roads, mirroring North American practices to separate opposing traffic and reduce head-on collisions. Reflectivity standards are less uniform across the region compared to , with urban highways in major cities like and São Paulo employing beaded paints for better nighttime visibility, while rural areas may rely on basic non-reflective paints due to budget constraints. Across the , remains the predominant material for markings in urban areas, valued for its cost-effectiveness and ease of application on city streets with frequent repainting needs. Post-2020, there has been a notable shift toward eco-friendly paints, such as water-based and low-VOC formulations, driven by environmental regulations in countries like the U.S., , and to reduce emissions and improve . A unique feature in the U.S. is the use of skip lines in passing zones, consisting of broken yellow lines with segments typically 3 to 12 feet long separated by gaps of equal or greater length, as specified in the MUTCD to clearly indicate where overtaking is permitted on multi-lane undivided highways.

Europe and Oceania

In , road surface markings are largely harmonized under the EN 1436, which specifies performance requirements for retroreflectivity, skid resistance, and to ensure visibility and safety across member states. This standard mandates minimum retroreflectivity levels, such as 100 mcd/m²/lx for white lines under dry conditions at a 30-meter , with enhanced wet-night visibility options for rainy weather prevalent in the region. Centerlines are typically white, with yellow reserved primarily for temporary markings during or hazards, aligning with Vienna Convention directives for uniform traffic control. Line widths generally range from 100 mm to 150 mm, depending on road class, to balance visibility and cost while accommodating high traffic volumes. materials are widely used due to their heat-applied in wet climates, offering longer compared to paint in areas like the and where rainfall exceeds 800 mm annually. The Netherlands has pioneered innovative pilots, including glow-in-the-dark road markings introduced in 2014 on a 500-meter stretch of the N329 highway near , using photoluminescent paint that charges in and emits for up to 10 hours at night to reduce reliance on streetlighting. In the UK, and Traffic Signs Manual outline markings such as red surfacing or lines for bus lanes on red routes, prohibiting stopping except for buses, with post-Brexit regulations maintaining close alignment to standards via the UK Conformity Assessed ( for materials. Norway accommodates studded tire use from November to April by employing reinforced or preformed markings with higher abrasion resistance, as studded tires accelerate by up to 10 times compared to non-studded options, ensuring markings retain retroreflectivity above EN 1436 thresholds despite harsh winter conditions. In , adheres to AS 1742, the Manual of Uniform Traffic Control Devices, which standardizes markings for consistency across states, including white centerlines for separating opposing traffic and yellow edge lines to indicate no-stopping zones, enhancing enforcement in urban areas. These yellow edges, typically 100-150 mm wide, are common on high-speed roads and near hazards, reflecting the country's variable climate and emphasis on clear prohibition visuals. Thermoplastics dominate applications in coastal and rainy regions like , providing skid resistance and longevity against frequent downpours. As of August 2025, following successful trials, has expanded the use of glow-in-the-dark road markings on more rural roads to enhance nighttime visibility and reduce accidents. follows analogous practices under its Traffic Control Devices Manual, aligned with AS 1742, featuring yellow edge markings for restrictions and incorporating symbolic integrations, such as patterns or cultural motifs in pedestrian crossings and community road art to honor indigenous heritage.

Asia

Road surface markings in Asia exhibit significant variation, reflecting the continent's diverse economic, climatic, and technological landscapes. In East Asian countries like and , advanced standards and innovative materials emphasize durability and visibility, while in rapidly developing nations such as and , the focus is on scalable, cost-effective solutions amid environmental challenges. Southeast Asian and other regions adapt markings to local conditions, including tropical weather and colonial legacies, with ongoing trends toward precision enhancements for emerging autonomous vehicle technologies. Japan adheres to strict Japanese Industrial Standards (JIS) for road markings, including JIS K 5665, which specifies requirements for traffic paint used in partition lines and on-road signs to ensure consistent performance and safety. Advanced luminous paints, such as photoluminescent materials, have been implemented in urban areas like Shibuya for bicycle routes and pedestrian zones, enhancing nighttime visibility without relying solely on external lighting. To address seismic risks, Japanese innovations include durable embeddings and coatings designed for resilience, though specific earthquake-resistant road marking applications draw from broader structural technologies like flexible resin films that maintain integrity during tremors. In , the Korean Manual on Uniform Traffic Control Devices (KMUTCD) guides marking practices, promoting standardized colors like , , and specialized guidance lanes in and to aid at intersections. initiatives integrate LED-embedded markings, such as flashing road studs and ground-level lights at crosswalks, to improve safety and reduce accidents in urban areas like . These technologies support dynamic traffic management, with RFID-integrated lines enabling automated parking and vehicle guidance. China and India have rapidly adopted thermoplastic markings for their longevity and reflectivity, with China favoring yellow lines to separate opposing traffic flows on medians and highways. In China, these materials achieve service lives of 2-3 years on expressways, though high traffic and urban pollution accelerate fading through abrasion and chemical exposure. Similarly, in India, thermoplastics are preferred for diverse road conditions, but air pollution from vehicles and industries contributes to quicker degradation, prompting calls for low-VOC formulations to mitigate environmental impacts. Other Asian countries demonstrate localized adaptations. In , UV-resistant thermoplastics are essential for tropical climates, formulated to withstand high humidity, intense sunlight, and frequent rainfall while complying with national standards for yellow separation and white guidance lines. Hong Kong retains British colonial influences in its marking system, using UK-style white lines for lanes and red markings for restrictions like no-entry zones or bus lanes. Data on remains limited due to restricted access, but available reports indicate basic white paint lines on major highways, with minimal advanced features. Throughout in the 2020s, there is a growing emphasis on AV-compatible markings, including high-precision, machine-readable lines with enhanced reflectivity to support sensor-based navigation, as seen in Japan's AI-driven traffic systems and regional infrastructure upgrades.

References

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