. . . "El \u00CDndice de Condici\u00F3n del Pavimento (en ingl\u00E9s Pavement Condition Index) o PCI se constituye en la metodolog\u00EDa m\u00E1s completa para la evaluaci\u00F3n y calificaci\u00F3n de carreteras dentro de los modelos de gesti\u00F3n vial disponibles en la actualidad.\u200B\u200B PCI es un \u00EDndice num\u00E9rico entre 0 y 100. Un pavimento nuevo tiene un PCI de 100.\u200B\u200B Luego se deteriora y llega a 0 con el tiempo."@es . . "L\u2019indice de l\u2019\u00E9tat de la chauss\u00E9e (anglais : Pavement Condition Index) ou PCI est une fa\u00E7on reconnue pour mesurer l\u2019\u00E9tat des chauss\u00E9es. Cet indice mesure la qualit\u00E9 du roulement et les manifestations de d\u00E9t\u00E9rioration des routes. Elle varie entre 0 et 100. Une nouvelle route a un PCI de 100. Elle commence \u00E0 se d\u00E9grader avec le temps et \u00E0 atteindre 0. Le PCI est largement utilis\u00E9 dans la mod\u00E9lisation des performances des chauss\u00E9es."@fr . "\u0645\u0624\u0634\u0631 \u062D\u0627\u0644\u0629 \u0627\u0644\u0631\u0635\u0641 (\u0628\u0627\u0644\u0625\u0646\u062C\u0644\u064A\u0632\u064A\u0629: Pavement Condition Index)\u200F \u0623\u0648 \u0628\u064A \u0633\u064A \u0623\u064A (\u0628\u0627\u0644\u0625\u0646\u062C\u0644\u064A\u0632\u064A\u0629: PCI)\u200F \u0647\u0648 \u0645\u0624\u0634\u0631 \u064A\u0635\u0641 \u0627\u0644\u0635\u062D\u0629 \u0627\u0644\u0639\u0627\u0645\u0629 \u0644\u0644\u0637\u0631\u064A\u0642 \u0648\u0623\u062D\u062F \u0627\u0644\u0645\u0624\u0634\u0631\u0627\u062A \u0627\u0644\u062A\u064A \u062A\u0633\u062A\u062E\u062F\u0645\u0647\u0627 \u0627\u0644\u0628\u0644\u062F\u064A\u0627\u062A \u0641\u064A \u0643\u062B\u064A\u0631 \u0645\u0646 \u0627\u0644\u0623\u062D\u064A\u0627\u0646 \u0644\u0646\u0645\u0630\u062C\u0629 \u0623\u062F\u0627\u0621 \u0627\u0644\u0631\u0635\u0641. PCI \u0647\u0648 \u0645\u0624\u0634\u0631 \u0631\u0642\u0645\u064A \u0628\u064A\u0646 0 \u0648 100\u060C 0 \u0647\u0648 \u0627\u0644\u0623\u0633\u0648\u0623 \u0648 100 \u0647\u0648 \u0623\u0641\u0636\u0644 \u062D\u0627\u0644\u0629. \u062A\u0645 \u062A\u0642\u062F\u064A\u0645 \u0647\u0630\u0627 \u0627\u0644\u0645\u0624\u0634\u0631 \u0644\u0623\u0648\u0644 \u0645\u0631\u0629 \u0645\u0646 \u0642\u0628\u0644 \u0627\u0644\u062C\u064A\u0634 \u0627\u0644\u0623\u0645\u0631\u064A\u0643\u064A\u060C \u0648\u062A\u0645 \u062A\u0648\u062D\u064A\u062F\u0647 \u0644\u0627\u062D\u0642\u064B\u0627 \u0628\u0648\u0627\u0633\u0637\u0629 ASTM. \u064A\u0645\u0643\u0646 \u062D\u0633\u0627\u0628 \u0645\u0624\u0634\u0631 \u062D\u0627\u0644\u0629 \u0627\u0644\u0631\u0635\u064A\u0641 \u0644\u0643\u0644 \u0644\u0637\u0631\u0642 \u0627\u0644\u0625\u0633\u0641\u0644\u062A \u0648\u0627\u0644\u062D\u0635\u0649. \u064A\u0648\u0636\u062D \u0647\u0630\u0627 \u0627\u0644\u0645\u0624\u0634\u0631 \u0645\u062F\u0649 \u0636\u064A\u0642 \u0633\u0637\u062D \u0627\u0644\u0637\u0631\u064A\u0642.ASTM \u064A\u0642\u0633\u0645 \u062D\u0627\u0644\u0629 \u0627\u0644\u0637\u0631\u0642 \u0625\u0644\u0649 \u0633\u0628\u0639\u0629 \u0641\u0635\u0648\u0644 \u0639\u0644\u0649 \u0623\u0633\u0627\u0633 PCI\u060C \u0648\u0644\u0643\u0646 \u0641\u064A \u0627\u0644\u0648\u0627\u0642\u0639\u060C \u064A\u0639\u0643\u0633 PCI \u0623\u0642\u0644 \u0645\u0646 40 \u0637\u0631\u064A\u0642\u064B\u0627 \u0641\u0638\u064A\u0639\u064B\u0627 \u0644\u0627 \u064A\u0645\u0643\u0646 \u0627\u0633\u062A\u062E\u062F\u0627\u0645\u0647."@ar . . . "The pavement condition index (PCI) is a numerical index between 0 and 100, which is used to indicate the general condition of a pavement section. The PCI is widely used in transportation civil engineering and asset management, and many municipalities use it to measure the performance of their road infrastructure and their levels of service. It is a statistical measure and requires manual survey of the pavement. This index was originally developed by the United States Army Corps of Engineers as an airfield pavement rating system, but later modified for roadway pavements and standardized by the ASTM. The surveying processes and calculation methods have been documented and standardized by ASTM for both roads and airport pavements: \n* ASTM D6433 - 20: Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys \n* ASTM D5340 - 20: Standard Test Method for Airport Pavement Condition Index Surveys"@en . . . . . . "5016691"^^ . . . "1119631830"^^ . . . . . . . . . "L\u2019indice de l\u2019\u00E9tat de la chauss\u00E9e (anglais : Pavement Condition Index) ou PCI est une fa\u00E7on reconnue pour mesurer l\u2019\u00E9tat des chauss\u00E9es. Cet indice mesure la qualit\u00E9 du roulement et les manifestations de d\u00E9t\u00E9rioration des routes. Elle varie entre 0 et 100. Une nouvelle route a un PCI de 100. Elle commence \u00E0 se d\u00E9grader avec le temps et \u00E0 atteindre 0. Le PCI est largement utilis\u00E9 dans la mod\u00E9lisation des performances des chauss\u00E9es."@fr . . . . "El \u00CDndice de Condici\u00F3n del Pavimento (en ingl\u00E9s Pavement Condition Index) o PCI se constituye en la metodolog\u00EDa m\u00E1s completa para la evaluaci\u00F3n y calificaci\u00F3n de carreteras dentro de los modelos de gesti\u00F3n vial disponibles en la actualidad.\u200B\u200B PCI es un \u00EDndice num\u00E9rico entre 0 y 100. Un pavimento nuevo tiene un PCI de 100.\u200B\u200B Luego se deteriora y llega a 0 con el tiempo."@es . "\u00CDndice de condici\u00F3n del pavimento"@es . . "8952"^^ . . . . . . . . . "\u0645\u0624\u0634\u0631 \u062D\u0627\u0644\u0629 \u0627\u0644\u0631\u0635\u064A\u0641"@ar . . . . "Indice de l'\u00E9tat de la chauss\u00E9e"@fr . . . . "Pavement condition index"@en . "The pavement condition index (PCI) is a numerical index between 0 and 100, which is used to indicate the general condition of a pavement section. The PCI is widely used in transportation civil engineering and asset management, and many municipalities use it to measure the performance of their road infrastructure and their levels of service. It is a statistical measure and requires manual survey of the pavement. This index was originally developed by the United States Army Corps of Engineers as an airfield pavement rating system, but later modified for roadway pavements and standardized by the ASTM. The surveying processes and calculation methods have been documented and standardized by ASTM for both roads and airport pavements:"@en . "\u0645\u0624\u0634\u0631 \u062D\u0627\u0644\u0629 \u0627\u0644\u0631\u0635\u0641 (\u0628\u0627\u0644\u0625\u0646\u062C\u0644\u064A\u0632\u064A\u0629: Pavement Condition Index)\u200F \u0623\u0648 \u0628\u064A \u0633\u064A \u0623\u064A (\u0628\u0627\u0644\u0625\u0646\u062C\u0644\u064A\u0632\u064A\u0629: PCI)\u200F \u0647\u0648 \u0645\u0624\u0634\u0631 \u064A\u0635\u0641 \u0627\u0644\u0635\u062D\u0629 \u0627\u0644\u0639\u0627\u0645\u0629 \u0644\u0644\u0637\u0631\u064A\u0642 \u0648\u0623\u062D\u062F \u0627\u0644\u0645\u0624\u0634\u0631\u0627\u062A \u0627\u0644\u062A\u064A \u062A\u0633\u062A\u062E\u062F\u0645\u0647\u0627 \u0627\u0644\u0628\u0644\u062F\u064A\u0627\u062A \u0641\u064A \u0643\u062B\u064A\u0631 \u0645\u0646 \u0627\u0644\u0623\u062D\u064A\u0627\u0646 \u0644\u0646\u0645\u0630\u062C\u0629 \u0623\u062F\u0627\u0621 \u0627\u0644\u0631\u0635\u0641. PCI \u0647\u0648 \u0645\u0624\u0634\u0631 \u0631\u0642\u0645\u064A \u0628\u064A\u0646 0 \u0648 100\u060C 0 \u0647\u0648 \u0627\u0644\u0623\u0633\u0648\u0623 \u0648 100 \u0647\u0648 \u0623\u0641\u0636\u0644 \u062D\u0627\u0644\u0629. \u062A\u0645 \u062A\u0642\u062F\u064A\u0645 \u0647\u0630\u0627 \u0627\u0644\u0645\u0624\u0634\u0631 \u0644\u0623\u0648\u0644 \u0645\u0631\u0629 \u0645\u0646 \u0642\u0628\u0644 \u0627\u0644\u062C\u064A\u0634 \u0627\u0644\u0623\u0645\u0631\u064A\u0643\u064A\u060C \u0648\u062A\u0645 \u062A\u0648\u062D\u064A\u062F\u0647 \u0644\u0627\u062D\u0642\u064B\u0627 \u0628\u0648\u0627\u0633\u0637\u0629 ASTM. \u064A\u0645\u0643\u0646 \u062D\u0633\u0627\u0628 \u0645\u0624\u0634\u0631 \u062D\u0627\u0644\u0629 \u0627\u0644\u0631\u0635\u064A\u0641 \u0644\u0643\u0644 \u0644\u0637\u0631\u0642 \u0627\u0644\u0625\u0633\u0641\u0644\u062A \u0648\u0627\u0644\u062D\u0635\u0649. \u064A\u0648\u0636\u062D \u0647\u0630\u0627 \u0627\u0644\u0645\u0624\u0634\u0631 \u0645\u062F\u0649 \u0636\u064A\u0642 \u0633\u0637\u062D \u0627\u0644\u0637\u0631\u064A\u0642.ASTM \u064A\u0642\u0633\u0645 \u062D\u0627\u0644\u0629 \u0627\u0644\u0637\u0631\u0642 \u0625\u0644\u0649 \u0633\u0628\u0639\u0629 \u0641\u0635\u0648\u0644 \u0639\u0644\u0649 \u0623\u0633\u0627\u0633 PCI\u060C \u0648\u0644\u0643\u0646 \u0641\u064A \u0627\u0644\u0648\u0627\u0642\u0639\u060C \u064A\u0639\u0643\u0633 PCI \u0623\u0642\u0644 \u0645\u0646 40 \u0637\u0631\u064A\u0642\u064B\u0627 \u0641\u0638\u064A\u0639\u064B\u0627 \u0644\u0627 \u064A\u0645\u0643\u0646 \u0627\u0633\u062A\u062E\u062F\u0627\u0645\u0647."@ar . . . . .