TERMIUM Plus®

The Government of Canada’s terminology and linguistic data bank.

change in grade [3 records]

Record 1 1990-11-30

English

Subject field(s)
  • Site Development
CONT

walls may be incorporated into a site development as part of an elevation change ....

CONT

At the site scale, landform may encompass ... elevation changes via steps and ramps ....

CONT

... planters may ... help create or hide level changes ....

CONT

Lights should be placed at intersections, crosswalks and grade changes ....

CONT

... ramps are recommended to overcome grade changes at curbs and building entrances.

CONT

In general, parking areas should be screened from driveways and private spaces; this can be accomplished by making use of earth berms, vegetation, changes in grade, walls and fences.

French

Domaine(s)
  • Aménagement du terrain
CONT

Les circulations ... peuvent nécessiter des escaliers pour faire face à des changements de niveau.

Spanish

Save record 1

Record 2 1990-11-30

English

Subject field(s)
  • Site Development
  • Airport Runways and Areas
  • Road Design
CONT

... the United States Air Force and Navy do not allow any grade change within 3,000 ft of runway ends. Frequent changes in the gradient can also affect the sight distance.

CONT

... if a break in grade of 2 per cent is encountered, the minimum length of vertical curve required is 400 ft. If the change in grade had been only 1/2 per cent, then no vertical curve would be required.

French

Domaine(s)
  • Aménagement du terrain
  • Pistes et aires d'aéroport
  • Conception des voies de circulation
CONT

(...) on mène des ordonnées par tous les points de changement de pente du terrain naturel et par tous les points de changement de pente (en travers) du projet. On divise ainsi par des lignes verticales la surface à calculer en surfaces élémentaires (...) dont il s'agit maintenant de calculer les éléments (...) Il faut pour cela calculer et inscrire, d'une part toutes les cotes du terrain à chaque changement de pente du projet, et d'autre part toutes les cotes du projet à chaque changement de pente du terrain naturel, enfin calculer les distances séparant ces différents points.

CONT

Les rayons de courbure aux changements de pente en profil longitudinal ne devant par être inférieurs à 10 000 m en classes A ou B et 5 000 m en classe C, la distance entre les points d'intersection des tangentes aux point de raccord des deux courbes de raccordement successives doit être au moins égale au produit par 7 500 m de la somme des valeurs absorbées des deux changements de pente correspondants.

Spanish

Save record 2

Record 3 1975-03-11

English

Subject field(s)
  • Earthmoving

French

Domaine(s)
  • Terrassement

Spanish

Save record 3

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