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Record 1,  Textual support,  English

Record number: 1, Textual support number: 1 CONT

FDR is an in-place recycling method for reconstruction of existing flexible pavements using the existing pavement section material as the base for the new roadway-wearing surface. This process can include adding chemicals to the base layer in order to increase its strength capacity. The treatment of the base layer and recycled asphalt provides a stronger foundation for present and future traffic.  3, record 1, English, - full%2Ddepth%20reclamation

Record 1,  Textual support,  French

Record number: 1, Textual support number: 1 CONT

Le recyclage en pleine profondeur est une technique de réhabilitation dans laquelle toute l'épaisseur du revêtement en asphalte ainsi qu'une partie des matériaux situés au-dessous sont uniformément pulvérisés et mélangés pour obtenir un matériau homogène de haute qualité en une seule opération.  1, record 1, French, - recyclage%20en%20pleine%20profondeur

Record 1,  Textual support,  Spanish

Record 2,  Textual support,  English

Record number: 2, Textual support number: 1 DEF

A number expressing the bearing strength of a pavement for unrestricted operations. [Definition officially approved by ICAO. ]  2, record 2, English, - pavement%20classification%20number

Record number: 2, Textual support number: 1 OBS

PCNs are expressed on a scale from approximately 5(weakest pavements) to 110(strongest pavements) and are linked to the pavement type and a standard subgrade category. Aircraft tire pressure restrictions, where applicable, are contained within the PCN reporting code. The ICAO [International Civil Aviation Organization] PCN system is the internationally approved and accepted method for the reporting of airport pavement bearing strengths. In Canada, the pavement load rating(PLR) chart for each airport reports bearing strength using both the ICAO PCN and the Canadian PLR code.  3, record 2, English, - pavement%20classification%20number

Record number: 2, Textual support number: 2 OBS

pavement classification number; PCN: term and abbreviation standardized by the Glossary for Pilots and Air Traffic Services Personnel Committee and officially approved by the International Civil Aviation Organization (ICAO).  4, record 2, English, - pavement%20classification%20number

Record 2,  Textual support,  French

Record number: 2, Textual support number: 1 DEF

Nombre qui exprime la force portante d'une chaussée pour une exploitation sans restriction. [Définition uniformisée par l'OACI.]  2, record 2, French, - num%C3%A9ro%20de%20classification%20de%20chauss%C3%A9e

Record number: 2, Textual support number: 1 OBS

Les PCN sont exprimés selon une échelle allant de 5 environ (pour les chaussées les moins résistantes) à 110 (pour les chaussées les plus résistantes) et sont liés au type de chaussée et au terrain de fondation. Les restrictions quant à la pression des pneus figurent, le cas échéant, dans le code de rapport du PCN. Le système PCN de l'OACI [Organisation de l'aviation civile internationale] est approuvé et accepté à l'échelle internationale pour évaluer la force portante des chaussées aux aéroports. Au Canada, le tableau des indices de résistance de chaussée de chaque aéroport exprime la force portante en fonction du PCN de l'OACI et de l'indice de résistance de chaussée (PLR) canadien.  3, record 2, French, - num%C3%A9ro%20de%20classification%20de%20chauss%C3%A9e

Record number: 2, Textual support number: 2 OBS

numéro de classification de chaussée; PCN : terme et abréviation normalisés par le Comité sur le Glossaire à l'intention des pilotes et du personnel des services de la circulation aérienne et uniformisés par l'Organisation de l'aviation civile internationale (OACI).  4, record 2, French, - num%C3%A9ro%20de%20classification%20de%20chauss%C3%A9e

Record 2,  Textual support,  Spanish

Record number: 2, Textual support number: 1 DEF

Cifra que indica la resistencia de un pavimento para utilizarlo sin restricciones. [Definición aceptada oficialmente por la OACI.]  2, record 2, Spanish, - n%C3%BAmero%20de%20clasificaci%C3%B3n%20de%20pavimentos

Record number: 2, Textual support number: 1 OBS

número de clasificación de pavimentos; PCN: término y abreviatura aceptados oficialmente por la Organización de Aviación Civil Internacional (OACI).  3, record 2, Spanish, - n%C3%BAmero%20de%20clasificaci%C3%B3n%20de%20pavimentos

Record 3,  Textual support,  English

Record number: 3, Textual support number: 1 DEF

A concrete pavement reinforced with metal, glass, polypropylene, polyester, [or other types of fibres] to increase the strength values(flexural tensile, fatigue, impact, shear) of the concrete.  1, record 3, English, - fibre%2Dreinforced%20concrete%20pavement

Record number: 3, Textual support number: 1 OBS

fibre-reinforced concrete pavement: term and definition proposed by the World Road Association.  2, record 3, English, - fibre%2Dreinforced%20concrete%20pavement

Record 3,  Textual support,  French

Record number: 3, Textual support number: 1 DEF

Revêtement en béton contenant des fibres métalliques, de verre, de polypropylène, de polyester, [ou d'un autre type] pour augmenter les résistances (à la traction par flexion, à la fatigue, au choc, au cisaillement) du béton.  1, record 3, French, - rev%C3%AAtement%20en%20b%C3%A9ton%20de%20fibres

Record number: 3, Textual support number: 1 OBS

revêtement en béton de fibres : terme et définition proposés par l'Association mondiale de la route.  2, record 3, French, - rev%C3%AAtement%20en%20b%C3%A9ton%20de%20fibres

Record 3,  Textual support,  Spanish

Record 4,  Textual support,  English

Record number: 4, Textual support number: 1 DEF

Road concrete having a lower cement content than pavement concrete, and consequently required to attain a lower mechanical strength.  1, record 4, English, - lean%20concrete

Record number: 4, Textual support number: 1 OBS

lean concrete: term and definition proposed by the World Road Association.  2, record 4, English, - lean%20concrete

Record 4,  Textual support,  French

Record number: 4, Textual support number: 1 DEF

Béton routier ayant une teneur en ciment inférieure à celle d'un béton pour couche de surface et, en conséquence, une résistance mécanique plus faible.  1, record 4, French, - b%C3%A9ton%20maigre

Record number: 4, Textual support number: 1 OBS

béton maigre : terme et définition proposés par l'Association mondiale de la route.  2, record 4, French, - b%C3%A9ton%20maigre

Record 4,  Textual support,  Spanish

Record 5,  Textual support,  English

Record number: 5, Textual support number: 1 DEF

A number expressing the bearing strength of a pavement for unrestricted aircraft operations.  2, record 5, English, - pavement%20load%20rating

Record number: 5, Textual support number: 1 OBS

PLRs are expressed on a scale from 1(weakest pavements) to 12(strongest pavements). Aircraft tire pressure restrictions, where applicable, are given in megapascals(MPa). The PLR system for reporting airport pavement bearing strength is used exclusively in Canada. For international reporting purposes, the PLR chart for each airport also reports bearing strength using the ICAO [International Civil Aviation Organization] PCN code.  2, record 5, English, - pavement%20load%20rating

Record number: 5, Textual support number: 2 OBS

pavement load rating; PLR: term, abbreviation and definition standardized by the Glossary for Pilots and Air Traffic Services Personnel Committee.  3, record 5, English, - pavement%20load%20rating

Record 5,  Textual support,  French

Record number: 5, Textual support number: 1 DEF

Indice exprimant la force portante de la chaussée pour une exploitation sans restriction.  1, record 5, French, - indice%20de%20r%C3%A9sistance%20de%20chauss%C3%A9e

Record number: 5, Textual support number: 1 OBS

Les PLR sont exprimés selon une échelle de 1 (chaussées les plus faibles) à 12 (chaussées les plus fortes). Les restrictions touchant la pression des pneus d'aéronef sont données, le cas échéant, en mégapascals (MPa). Le système PLR de compte rendu de la force portante des chaussées d'aéroports est utilisé exclusivement au Canada. Dans le cas des comptes rendus diffusés à l'échelle internationale, le tableau des indices de résistance de chaussée de chaque aéroport doit mentionner aussi la force portante selon le code PCN de l'OACI [Organisation de l'aviation civile internationale].  1, record 5, French, - indice%20de%20r%C3%A9sistance%20de%20chauss%C3%A9e

Record number: 5, Textual support number: 2 OBS

indice de résistance de chaussée; PLR : terme, abréviation et définition normalisés par le Comité sur le Glossaire à l'intention des pilotes et du personnel des services de la circulation aérienne.  2, record 5, French, - indice%20de%20r%C3%A9sistance%20de%20chauss%C3%A9e

Record 5,  Textual support,  Spanish

Record 6,  Textual support,  English

Record number: 6, Textual support number: 1 DEF

The rehabilitation of a pavement(generally through one or several additional layers) to increase its mechanical strength(bearing capacity).  2, record 6, English, - strengthening

Record number: 6, Textual support number: 1 OBS

strengthening: term and definition proposed by the World Road Association.  3, record 6, English, - strengthening

Record 6,  Textual support,  French

Record number: 6, Textual support number: 1 DEF

Remise en état d'une chaussée (généralement par apport d'une ou plusieurs couches complémentaires de matériaux) pour accroître sa résistance mécanique (portance).  2, record 6, French, - renforcement

Record number: 6, Textual support number: 1 OBS

renforcement : terme et définition proposés par l'Association mondiale de la route.  3, record 6, French, - renforcement

Record 6,  Textual support,  Spanish

Record number: 6, Textual support number: 1 DEF

Aumento de la resistencia mecánica de un firme.  3, record 6, Spanish, - refuerzo

Record number: 6, Textual support number: 1 OBS

Normalmente consiste en la extensión complementaria de una o varias capas de materiales.  3, record 6, Spanish, - refuerzo

Record number: 6, Textual support number: 2 OBS

refuerzo: Término y definición propuestos por la Asociación Mundial de la Carretera.  4, record 6, Spanish, - refuerzo

Record 7,  Textual support,  English

Record number: 7, Textual support number: 1 CONT

The FWD(Falling Weight Deflectometer) is a non-descructive testing device that is used to complete structural testing for pavement rehabilitation projects, research, and pavement structure failure detection. It is used for conventional and deep strength flexible, composite and rigid pavement structures. The FWD is a device capable of applying dynamic loads to the pavement surface, similar in magnitude and duration to that of a single heavy moving wheel load.  2, record 7, English, - falling%20weight%20deflectometer

Record 7,  Textual support,  French

Record number: 7, Textual support number: 1 CONT

Des essais additionnels au déflectomètre à masse tombante ont été effectués [...]  2, record 7, French, - d%C3%A9flectom%C3%A8tre%20%C3%A0%20masse%20tombante

Record 7,  Textual support,  Spanish

Record 8,  Textual support,  English

Record number: 8, Textual support number: 1 CONT

asphalt overlay fabric : Fabric systems installed... during pavement resurfacing. The fabric absorbs the tack coat sprayed on the old surface thus forming a permanent moisture barrier to protect the subgrade from strength loss due to water intrusion. The fabric system also helps retard reflective cracking...  1, record 8, English, - fabric%20system

Record 8,  Textual support,  French

Record number: 8, Textual support number: 1 OBS

Sorte de tissu technique (géotextile ou autre) installé entre l'ancienne couche d'asphalte et la nouvelle, lors de la réfection de la chaussée par un nouveau surfaçage.  1, record 8, French, - syst%C3%A8me%20de%20g%C3%A9otextiles

Record 8,  Textual support,  Spanish

Record 9,  Textual support,  English

Record number: 9, Textual support number: 1 CONT

asphalt overlay fabric : Fabric systems installed... during pavement resurfacing. The fabric absorbs the tack coat sprayed on the old surface thus forming a permanent moisture barrier to protect the subgrade from strength loss due to water intrusion.  1, record 9, English, - permanent%20moisture%20barrier

Record 9,  Textual support,  French

Record 9,  Textual support,  Spanish

Record 10,  Textual support,  English

Record number: 10, Textual support number: 1 CONT

asphalt overlay fabric : Fabric systems installed... during pavement resurfacing. The fabric absorbs the tack coat sprayed on the old surface thus forming a permanent moisture barrier to protect the subgrade from strength loss due to water intrusion.  1, record 10, English, - tack%20coat%20sprayed

Record 10,  Textual support,  French

Record 10,  Textual support,  Spanish

Record 11,  Textual support,  English

Record number: 11, Textual support number: 1 CONT

asphalt overlay fabric : Fabric systems installed... during pavement resurfacing. The fabric absorbs the tack coat sprayed on the old surface thus forming a permanent moisture barrier to protect the subgrade from strength loss due to water intrusion.  1, record 11, English, - water%20intrusion

Record 11,  Textual support,  French

Record 11,  Textual support,  Spanish

Record 12,  Textual support,  English

Record number: 12, Textual support number: 1 DEF

Fabric systems installed between the old and the new asphalt layers during pavement resurfacing. The fabric absorbs the tack coat sprayed on the old surface thus forming a permanent moisture barrier to protect the subgrade from strength loss due to water intrusion. The fabric system also helps retard reflective cracking by serving as flexible layer to diffuse stress.  1, record 12, English, - asphalt%20overlay%20fabric

Record 12,  Textual support,  French

Record number: 12, Textual support number: 1 DEF

Sorte de tissu technique (géotextile ou autre) installé entre l'ancienne couche d'asphalte et la nouvelle, lors de la réfection de la chaussée par un nouveau surfaçage.  2, record 12, French, - tissu%20pour%20rev%C3%AAtement%20bitumineux

Record 12,  Textual support,  Spanish

Record 13,  Textual support,  English

Record number: 13, Textual support number: 1 CONT

Modulus of elasticity values for subgrade materials particularly, but for other pavement layers as well-excepting bituminous or cemented materials-can be determined from correlations with index type strength tests.  1, record 13, English, - index%20type%20strength%20test

Record 13,  Textual support,  French

Record number: 13, Textual support number: 1 CONT

Les valeurs du module d'élasticité (notamment pour le terrain de fondation, mais aussi pour d'autres couches de la chaussée, à l'exception des matériaux à base de bitume ou de ciment) peuvent être déterminées par corrélation avec les résultats d'essais de résistance de type indice.  1, record 13, French, - essai%20de%20r%C3%A9sistance%20de%20type%20indice

Record 13,  Textual support,  Spanish

Record 14,  Textual support,  English

Record number: 14, Textual support number: 1 DEF

... the period at the end of which the bearing strength of the pavement becomes inadequate to bear, without risk, the same traffic in the course of the following year, thus necessitating a general reinforcement or a reduction in traffic. The "normal life" of a pavement is ten years and pavements are generally designed for that period.  1, record 14, English, - pavement%20life

Record 14,  Textual support,  French

Record number: 14, Textual support number: 1 DEF

(...) période à la fin de laquelle la portance de la chaussée devient insuffisante pour supporter sans risque le même trafic durant l'année suivante et impose un renforcement général ou une réduction de trafic. La "durée de vie normale" d'une chaussée est de dix années.  1, record 14, French, - dur%C3%A9e%20de%20vie

Record 14,  Textual support,  Spanish

Record 15,  Textual support,  English

Record number: 15, Textual support number: 1 DEF

... measure of the load imposed by the aircraft relative to the nominal design strength of the pavement.  2, record 15, English, - overload%20ratio

Record number: 15, Textual support number: 2 DEF

... flexural stress imposed in the slab by the aircraft divided by the design flexural stress of 2.75 MPa.  3, record 15, English, - overload%20ratio

Record 15,  Textual support,  French

Record number: 15, Textual support number: 1 DEF

(...) le quotient de la contrainte de traction par flexion que l'avion impose à la dalle par la valeur théorique de cette contrainte, qui est de 2,75 MPa.  2, record 15, French, - rapport%20de%20surcharge

Record 15,  Textual support,  Spanish

Record 16,  Textual support,  English

Record number: 16, Textual support number: 1 CONT

Concepts of behaviour developed into analytical means by which pavements can be designed to accommodate specific site and aircraft traffic conditions are commonly referred to as design methods.  1, record 16, English, - design%20method

Record number: 16, Textual support number: 2 CONT

Design begins with the aircraft loading to be sustained and the subgrade strength resulting from preparation of the local soil, then provides the necessary thicknesses and quality of materials for the needed pavement structure. Evaluation inverts this process.  1, record 16, English, - design%20method

Record 16,  Textual support,  French

Record 16,  Textual support,  Spanish