
Thegrade (US) orgradient (UK) (also calledslope,incline,mainfall,pitch orrise) of a physical feature, landform or constructed line is either theelevation angle of that surface to thehorizontal or its tangent. It is a special case of theslope, where zero indicateshorizontality. A larger number indicates higher or steeper degree of "tilt". Often slope is calculated as a ratio of "rise" to "run", or as a fraction ("rise over run") in whichrun is the horizontal distance (not the distance along the slope) andrise is the vertical distance.
Slopes of existing physical features such ascanyons and hillsides,stream and river banks, andbeds are often described as grades, but typically the word "grade" is used for human-made surfaces such as roads,landscape grading,roof pitches,railroads,aqueducts, and pedestrian or bicycle routes. The grade may refer to thelongitudinal slope or theperpendicularcross slope.


There are several ways to express slope:
Any of these may be used. When the termgrade is used, the slope is usually expressed as a percentage. If one looks at red numbers on the chart specifying grade, one can see the quirkiness of using the grade to specify slope; the numbers go from 0 for flat, to 100% at 45 degrees, to infinity at vertical.
Slope may still be expressed when the horizontal run is not known: the rise can be divided by thehypotenuse (the slope length). This is not the usual way to specify slope; this nonstandard expression follows thesine function rather than the tangent function, so it calls a 45 degree slope a 71 percent grade instead of a 100 percent. But in practice the usual way to calculate slope is to measure the distance along the slope and the vertical rise, and calculate the horizontal run from that, in order to calculate the grade (100% × rise/run) or standard slope (rise/run). When the angle of inclination is small, using the slope length rather than the horizontal displacement (i.e., using the sine of the angle rather than the tangent) makes only an insignificant difference and can then be used as an approximation. Railway gradients are often expressed in terms of the rise in relation to the distance along the track as a practical measure. In cases where the difference between sin and tan is significant, the tangent is used. In either case, the following identity holds for all inclinations up to 90 degrees:. Or more simply, one can calculate the horizontal run by using the Pythagorean theorem, after which it is trivial to calculate the (standard math) slope or the grade (percentage).
In Europe, road gradients are expressed in signage as percentage.[5]
Grades are related using the following equations with symbols from the figure at top.
The slope expressed as a percentage can similarly be determined from the tangent of the angle:
If the tangent is expressed as a percentage, the angle can be determined as:
If the angle is expressed as a ratio(1 in n) then:
For degrees, percentage (%) and per-mille (‰) notations, larger numbers are steeper slopes. For ratios, larger numbersn of 1 inn are shallower, easier slopes.
The examples show round numbers in one or more of the notations and some documented and reasonably well known instances.
| Degrees | Percentage (%) | Permillage (‰) | Ratio | Remarks |
|---|---|---|---|---|
| 60° | 173% | 1732‰ | 1 in 0.58 | |
| 47.7° | 110% | 1100‰ | 1 in 0.91 | Stoosbahn (funicular railway) |
| 45° | 100% | 1000‰ | 1 in 1 | |
| 35° | 70% | 700‰ | 1 in 1.428 | |
| 30.1° | 58% | 580‰ | 1 in 1.724 | Lynton and Lynmouth Cliff Railway (funicular railway) |
| 30° | 58% | 577‰ | 1 in 1.73 | |
| 25.5° | 47% | 476‰ | 1 in 2.1 | Pilatus Railway (steepestrack railway) |
| 20.3° | 37% | 370‰ | 1 in 2.70 | Mount Washington Cog Railway (maximum grade) |
| 20° | 36% | 363‰ | 1 in 2.75 | |
| 18.4° | 33% | 333‰ | 1 in 3 | |
| 16.9° | 30% | 300‰ | 1 in 3.3 | Extremely steep road |
| 14.0° | 25% | 250‰ | 1 in 4 | Very steep road.Mount Washington Cog Railway (average grade) |
| 11.3° | 20% | 200‰ | 1 in 5 | Steep road |
| 8.13° | 14.2% | 142‰ | 1 in 7 | |
| 7.12° | 12.5% | 125‰ | 1 in 8 | Cable incline on theCromford and High Peak Railway |
| 5.71° | 10% | 100‰ | 1 in 10 | Steep road |
| 4.0° | 7% | 70‰ | 1 in 14.3 | |
| 3.37° | 5.9% | 59‰ | 1 in 17 | Swanningtonincline on theLeicester and Swannington Railway |
| 2.86° | 5% | 50‰ | 1 in 20 | Matheran Hill Railway. The incline from theCrawlerway at theKennedy Space Center to the launch pads.[6][7] |
| 2.29° | 4% | 40‰ | 1 in 25 | Cologne–Frankfurt high-speed rail line |
| 2.0° | 3.5% | 35‰ | 1 in 28.57 | LGV Sud-Est,LGV Est,LGV Méditerranée |
| 1.97° | 3.4% | 34‰ | 1 in 29 | Bagworthincline on theLeicester and Swannington Railway |
| 1.89° | 3.3% | 33‰ | 1 in 30.3 | Rampe de Capvern on theToulouse–Bayonne railway [fr] |
| 1.52° | 2.65% | 26.5‰ | 1 in 37.7 | Lickey Incline |
| 1.43° | 2.5% | 25‰ | 1 in 40 | LGV Atlantique,LGV Nord. TheSchiefe Ebene. |
| 1.146° | 2% | 20‰ | 1 in 50 | Railway nearJílové u Prahy.Devonshire Tunnel |
| 0.819° | 1.43% | 14.3‰ | 1 in 70 | Waverley Route |
| 0.716° | 1.25% | 12.5‰ | 1 in 80 | Ruling grade of a secondary main line.Wellington Bank, Somerset |
| 0.637° | 1.11% | 11.11‰ | 1 in 90 | Dove Holes Tunnel |
| 0.573° | 1% | 10‰ | 1 in 100 | The long drag on the Settle & Carlisle line |
| 0.458° | 0.8% | 8‰ | 1 in 125 | Rampe de Guillerval |
| 0.2865° | 0.5% | 5‰ | 1 in 200 | Paris–Bordeaux railway [fr], except for the rampe deGuillerval |
| 0.1719° | 0.3% | 3‰ | 1 in 333 | |
| 0.1146° | 0.2% | 2‰ | 1 in 500 | |
| 0.0868° | 0.1515% | 1.515‰ | 1 in 660 | Brunel's Billiard Table – Didcot to Swindon |
| 0.0434° | 0.07575% | 0.7575‰ | 1 in 1320 | Brunel's Billiard Table – Paddington to Didcot |
| 0° | 0% | 0‰ | 1 in ∞ (infinity) | Flat |
Invehicularengineering, variousland-based designs (automobiles,sport utility vehicles,trucks,trains, etc.) are rated for their ability to ascendterrain. Trains typically rate much lower than automobiles. The highest grade a vehicle can ascend while maintaining a particular speed is sometimes termed that vehicle's "gradeability" (or, less often, "grade ability"). The lateral slopes of a highway geometry are sometimes calledfills orcuts where these techniques have been used to create them.
In the United States, the maximum grade for federally funded highways is specified in a design table based on terrain and design speeds,[8] with up to 6% generally allowed in mountainous areas and hilly urban areas with exceptions for up to 7% grades on mountainous roads with speed limits below 60 mph (95 km/h).
The steepest roads in the world according to the Guinness Book of World Records areBaldwin Street in Dunedin, New Zealand,Ffordd Pen Llech in Harlech, Wales[9] andCanton Avenue in Pittsburgh, Pennsylvania.[10] The Guinness World Record once again listsBaldwin Street as the steepest street in the world, with a 34.8% grade (1 in 2.87) after a successful appeal[11] against the ruling that handed the title, briefly, toFfordd Pen Llech.
A number of streets elsewhere have steeper grades than those listed in the Guinness Book. Drawing on the U.S. National Elevation Dataset,7x7 (magazine) identified ten blocks of public streets in San Francisco open to vehicular traffic in the city with grades over 30 percent. The steepest, at 41 percent, is the block of Bradford Street above Tompkins Avenue in theBernal Heights neighborhood.[12] TheSan Francisco Municipal Railway operates bus service amongthe city's hills. The steepest grade for bus operations is 23.1% by the67 Bernal Heights on Alabama Street between Ripley and Esmeralda Streets.[13]
Likewise, the Pittsburgh Department of Engineering and Construction recorded a grade of 37% (20°) for Canton Avenue.[14] The street has formed part of a bicycle race since 1983.[15]
Grade, pitch, and slope are important components inlandscape design,garden design,landscape architecture, andarchitecture for engineering and aesthetic design factors. Drainage, slope stability, circulation of people and vehicles, complying with building codes, and design integration are all aspects of slope considerations inenvironmental design.
Ruling gradients limit the load that alocomotive can haul, including the weight of the locomotive itself. Pulling a heavily loaded train at 20 km/h may require ten times the force climbing a 1% slope than on level track.
Early railways in the United Kingdom were laid out with very gentle gradients, such as 0.07575% (1 in 1320) and 0.1515% (1 in 660) on theGreat Western main line, nicknamed Brunel's Billiard Table, because the early locomotives (and their brakes) were feeble. Steep gradients were concentrated in short sections of lines where it was convenient to employassistant engines orcable haulage, such as the 1.2-kilometre (0.75-mile) section fromEuston toCamden Town.
Extremely steep gradients require mechanical assistance. Cable systems are used in cases like the Scenic Railway atKatoomba Scenic World in Australia, which reaches a maximum grade of 122% (52°) and is claimed to be the world's steepest passenger-carryingfunicular.[16] For somewhat gentler inclines,rack railways are employed, such as thePilatus Railway in Switzerland, which has a maximum grade of 48% (26°) and is considered the steepest rack railway.[17]
Gradients can be expressed as an angle, as feet per mile, feet perchain, 1 inn,x% ory per mille. Since designers like round figures, the method of expression can affect the gradients selected.[citation needed]

The steepestrailway lines that do not use rack systems include:
Gradients on sharp curves are effectively a bit steeper than the same gradient on straight track, so to compensate for this and make theruling grade uniform throughout, the gradient on those sharp curves should be reduced slightly.
In the era before they were provided withcontinuous brakes, whetherair brakes orvacuum brakes, steep gradients made it extremely difficult for trains to stop safely. In those days, for example, aninspector insisted thatRudgwick railway station inWest Sussex be regraded. He would not allow it to open until the gradient through the platform was eased from 1 in 80 to 1 in 130.
L'indice IRI est une mesure de l'uni des routes standardisée, apparentée aux mesures obtenues à l'aide des appareils de type-réponse. Les unités recommandées sont: les mètres par kilomètres (m/km) = millimètres par mètres (mm/m) = pente x 1000.
Pente longitudinale i (m/km ou ‰): 0.4