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Modelo de mantenimiento de vías, con pavimento flexible de la zona central del Ecuado= r

 

Road maintenance model, wi= th flexible pavement in the central zone of Ecuador

 


= 1=

Milton Rodrigo Aldás Sánchez

 <= /span>

https://orcid.org/0000-0003-2726-4092

 

 <= /span>

Integrante del proyecto de investigación SFFICM03, Facultad de Ingeniería Civil y Mecánica, Universidad Técnica de Ambato campus Huachi, Avenida Los Chasqu= is y Calle Río Payamino, Ambato, Tungurahua, Ecuador.

mr.aldas@uta.edu.ec

= 2=

Rodrigo Iván Acosta Lozada

 

https://orcid.org/0009-0008-7590-9194

 

 <= /span>

Integrante del proyecto de investigación SFFICM03, Facultad de Ingeniería Civil y Mecánica, Universidad Técnica de Ambato campus Huachi, Avenida Los Chasqu= is y Calle Río Payamino, Ambato, Tungurahua, Ecuador.

ri.acosta@uta.edu.ec

= 3=

Alex Javier Frías Torres

 

https://orcid.org/0000-0002-7433-819X<= /span>

 

 <= /span>

Integrante del proyecto de investigación SFFICM03, Facultad de Ingeniería Civil y Mecánica, Universidad Técnica de Ambato campus Huachi, Avenida Los Chasqu= is y Calle Río Payamino, Ambato, Tungurahua, Ecuador.

ax.frias@uta.edu.ec

= 4=

Byron Leonardo López Sánchez                              https://orcid.org/0009-0009-5326-5591=

Universidad Técnica de Ambato

bl.lopez@uta.edu.ec

 

=  

 

Artículo de Investigación Científica y Tecnológica

Enviado: 15/01/2= 024

Revisado: 10/02/= 2024

Aceptado: 05/03/= 2024

Publicado:05/04/= 2024

DOI: https://doi.org/10.33262/cienciadigital= .v8i2.2978          

 

 

 

 

 

Cítese:

 

 

Aldás Sánchez, M. R., Acosta Lozada, = R. I., Frías Torres, A. J., & López Sánchez, B. L. (2024). Modelo de mantenimiento de vías, con pavimento flexible de la zona central del Ecua= dor. Ciencia Digital, 8(2), 86-102. https://doi.or= g/10.33262/cienciadigital.v8i2.2978

 

 

&nb= sp;

 

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La revista es editada por la Editorial Ciencia Digital (Editorial = de prestigio registrada en la Cámara Ecuatoriana de Libro con No de Afiliaci= ón 663) www.celibro.org.ec

 

 

 

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Esta revista está protegida bajo una licencia Creative Commons Atribución-NoComercial-CompartirIgual 4.0 International. Copia de la licencia: https://creativecommons.org/licenses/by-nc-sa/4.0/deed.es<= /span>

 

Palabras claves:

Viga Benkelman, Pavimento flexible, Muestreo, Mantenimiento vial, Fallas viale= s, Deflexiones.

SDSTs

 

&nb= sp;

Resumen =

Introducción.<= /b> Este trabajo es un estudio general del mantenimiento vial con estructura de pavimentos flexibles para conservar en eficiente estado este tipo de vías, para lo que se ha tomado como referencia las siguientes muestras: vías Montalvo-Totoras, Quero-Salasaca, Manzana de Oro-Quero, Patate-Píllaro, Patate-Baños, Pelileo-Patate, Cevallos-Mocha y Ambato-Tisaleo. Estas muestras son vías pertenecientes a la red inter cantonal de la zona central del país, misma que cumple con las mejores condiciones para un análisis de pavimentos flexibles. Objetivo: con este estudio se pretende establecer un modelo para el mantenimiento vial = con estructura de pavimentos flexibles para conservar en eficiente estado las vías de la zona central del Ecuador. Metodología: para esto, se realizó un procesamiento de información compilatoria sobre el estado actu= al del pavimento flexible de forma visual a través del Método de Índice de condición de pavimento (PCI), en el que se identificó tipo de fallas y su= severidad deflexiones generadas en la Viga de Benkelman, que sirvieron de ba= se para desarrollar un plan de mantenimiento general a emplearse. Resulta= dos: se obtuvieron los detalles por unidades de muestreo, resultados PCI y deflexiones por viga Benkelman de cada una de las ubicaciones, vía= s y abscisas a estudiar en la presente investigación. Conclusiones: se presentó una propuesta de mantenimiento vial general para las vías estudiadas, donde se encontró que la red inter-cantonal necesita mantenimiento periódico en su mayor parte y rehabilitación en las zonas m= ás deterioradas; y, además, un mantenimiento rutinario en las vías cuyo deterioro es leve. Área de estudio general: Ingeniería Civil. Á= rea de estudio específica: Pavimentos.

 

 

Keywords:

Benkelman bea= m, Flexible flooring, Sampling, Road maintenance, Road failures, Deflections. SDSTs

 

Abstract

Introduction:= This work is a general study of road maintenance with a flexible pavement structure to keep this type of roads in an efficient state, for which the following samples have been taken as reference, Montalvo-Totora= s, Quero-Salasaca, Golden Apple-Quero roads, Patate-Píllaro, Patate-Baños, Pelileo-Patate, Cevallos-Mocha and Ambato-Tisaleo, which are patterns selected to guide the country's road maintenance, said sample are roads belonging to the inter-cantonal network of the central zone of the countr= y, same that meets the best conditions for an analysis of flexible pavements= . Objective:  General study of road maintenance= with flexible pavement structure to keep the roads of the middle area of Ecuad= or in efficient condition. Methodology. In this work, compilation information processing was conducted on the current state of the flexible pavement visually through the Pavement Condition Index (PCI) Method, in w= hich the type of failures and their severity were identified, deflections generated in the Beam. of Benkelman, which served as a basis for developi= ng a general maintenance plan to be used. Results. Details were obtaine= d by sampling units, PCI results and deflections per Benkelman beam for each of the locations, tracks, and apses to be studied in this report. Conclus= ions. A general proposal for road maintenance of the studied roads has been presented, where it was found that the inter-cantonal network needs perio= dic maintenance for the most part and rehabilitation in the most deteriorated areas. And routine maintenance on roads whose deterioration is slight.

 

 

 

Introducción

En todo el mundo, el desarrollo de un país se ha medido a lo largo del tiempo por la calidad de sus carreteras y la organiza= ción del tráfico. Hoy en día, para las ciudades grandes y pequeñas es importante disponer de una red de carreteras de alta calidad en beneficio de los usuar= ios finales, reduciendo el tiempo y el coste de circulación de los vehículos (UMSS - Facultad de Ciencias y Tecnología, 2019). En Ecuador hay un gran interés por mejorar la ca= lidad de la red de carreteras por la libre circulación de los caminos rurales y de los usuarios. En el 2019, Ecuador se ubicó en el puesto 35 de 141 países del mundo en cuanto a calidad vial, lo que significa que las carreteras tienen = una gran importancia e impacto en varios aspectos relacionados como la economía= (Abraham & Pacheco, 2020).

Metodología

Con una visita al sitio se evalúo el tipo de fallas existentes en la capa de rodadura, así como sus componentes viales, así com= o su severidad y cantidad, además de realizar un muestreo de las vías, para gene= rar planes de mantenimiento viales factibles (Tarefder et al., 2016).

A continuación, se realizó un análisis comparativo= de resultados del ensayo de la viga Benkelman a los cuales se realizan correcciones por brazo en relación 1:2, estacionalidad y temperatura; posteriormente se determinó la deflexión característica, admisible y critic= a, para finalmente poder evaluar el comportamiento de la rasante, capa de roda= dura y el tipo de deflexión (Mamani, 2010).

Finalmente, con la información obtenida de PCI y V= iga Benkelman se procedió a hacer un plan de mantenimiento de las vías de forma gener= al y específico, con sus respectivos análisis de precios unitarios (APUS) y rubr= os, con el fin de dar una solución viable y económica al deterioro de las vías estudiadas (Ministerio de Transporte y Obras Públicas [MTOP], 2013).

En la tabla número 1 se muestran los tipos de fall= as de pavimentos según el PCI, en la primera columna se detalla el orden de las fallas, en la segunda se detalla las anomalías y en la tercera columna las unidades en las que se pueden medir.

Tabla 1<= /b>

Tipos de fallas en los pavimentos

N.º

Anomalías

Unidad

1

Grieta Piel = De Cocodrilo

M2

2

Exudación

M2

3

Agrietamient= o En Bloque

M2

4

Abultamiento= s Y Hundimientos

M

5

Corrugación<= o:p>

M2

6

Depresión

M2

7

Grieta De Bo= rde

M

8

Grieta De Re= flexión De Junta

M

9

Desnivel Car= ril-Berma

M

10

Grietas Longitudinales Y Transversales

M

11

Parcheo=

M2

12

Pulimiento D= e Agregados

M2

13

Huecos<= /o:p>

U

14

Cruce De Vía Férrea

M2

15

Ahuellamient= os

M2

16

Desplazamien= tos

M2

17

Grieta Parabólica (Slippage)

M2

18

Hinchamiento=

M2

19

Desprendimi= ento De Agregados

M2

Análisis Método PCI

El método PCI es un método simple de inspección vi= sual del estado del pavimento que identifica el tipo de daño, la misma que es analizada según la tabla número 1, su extensión y la magnitud del daño encontrado, no requiere herramientas especiales y además es una de las form= as completas de aplicar conocimientos de profesionales especializados en daños= de pavimentos flexibles para poder evaluar los mismos, estos tienen  procedimientos estándar para la evaluac= ión objetiva por parte de organizaciones como es el Departamento de Defensa de = los Estados Unidos y la Asociación Americana de Obras Públicas (APWA) y publica= do por la Society of Testing and Materials, para su análisis y aplicaci= ón (Standard Procedure for Pavement), inspección del índice de estado de carreteras y zonas de aparcamiento (Rodríguez, 2009).

Este método introduce los llamados valores diferenciales, que indican el estado del pavimento mediante una combinación= de defectos, gravedad y cantidad el cual es representado a través de un número= que varía de 0 a 100, existen rasgos de valores en los cuales se puede identifi= car la condición cualitativa de la capa de rodadura (Coari, 2017).

Mediante la evaluación del pavimento, se puede obt= ener el grado de daño, que representa el umbral de deterioro, y se pueden tomar medidas correctivas y reparadoras en función del grado de daño y del tipo de fallo, en la tabla número 2 se define los rangos de calificación en escala.=

Tabla 2<= /b>

Rango de Calificaciones del PCI

Rango

Clasificación

100 – 85

Excelente

85 – 70

Muy Bueno

70 – 55

Bueno

55 – 40

Regular

40 – 25

Malo

25 – 10

Muy Malo

10 – 0

Fallado

Fuente: MTOP (2013)

III-A.   Análisis Viga de Benkelman

Existen varios métodos no destructivos para medir = la deformación de la resistencia de la estructura componente de una vía, siendo conocido en nuestro medio viga de Benkelman, el deflector de Lacr= oix y el deflector de impacto (FWD). En este caso, el método utilizado es la vi= ga de Benkelman. Para realizar este ensayo, se puede hacer referencia a= la norma AASHTO T256 - 01 o NLT 356/88. La viga de Benkelman consiste e= n un brazo de palanca giratorio suspendido de un marco de referencia y provisto = de un disco de medición que registra el desplazamiento de la punta de la viga = (Orozco et al., 2004).

Las mediciones se realizan con una regla metálica unida a un sistema de palanca que amplía la deformación del firme debido a = la carga estática de las ruedas biaxiales de 81,75 kN. El punto para ensayar e= n la superficie de la vía estará marcado por una línea horizontal en la misma. E= sta línea es la del ensayo, debe estar a una determinada distancia del borde.

De acuerdo con el ancho promedio de la vía en estu= dio corresponde realizar las lecturas de deflexión del pavimento a una distanci= a de 0.9 metros del borde de la vía hacia el eje, se tomaron datos a cinco distancias diferentes a partir del punto inicial.

Resultados

 IV-A.<= span style=3D'mso-spacerun:yes'>   Muestreo

En el caso de vías de pavimento asfáltico la unidad de muestreo debe estar comprendida entre 230,0 ± 93,0 m², con la cual obtenemos las siguien= tes longitudes de muestra.

En la tabla número 3, en la columna uno se muestra= la ubicación de las vías en cada sector, en la columna dos se muestra la absci= sa correspondiente a la vía y en tercera columna está determinado la longitud = de los daños.

Tabla 3<= /b>

Resultados de unidades de = muestreo

Ubicación

Abscisa=

Longitud (M)

Quero - Sala= saca

0+000 A La 3= +600

36

Quero - Sala= saca

3+600 A La 5+600

35=

Quero - Sala= saca

5+600 A La 6= +780

30

Montalvo – Totoras=

0+000 A La 4+000

38.30

Manzana De O= ro - Quero

0+000 A La 2= +400

30

Manzana De O= ro - Quero

2+400 A La 4+770

30=

Manzana De O= ro - Quero

4+780 A Las 5+360

30

Manzana De O= ro - Quero

5+460 A La 5+760

30=

Manzana De O= ro - Quero

5+800 A La 8= +770

30

Manzana De O= ro - Quero

8+770 A Las 9+040

31.5

Patate - Píl= laro

0+000 A 1+56= 0

32

Patate - Píl= laro

1+560 A 3+800

32=

Patate - Píl= laro

3+800 A 7600=

32

Patate - Píl= laro

7+600 A 11+400

32=

Patate - Píl= laro

11+400 A 15+= 320

29

Patate - Píl= laro

15+320 A 19+150

36=

Patate - Píl= laro

19+150 A 23+= 000

32

Patate - Bañ= os

0+000 A 2+350

35=

Patate - Bañ= os

2+350 A 4+70= 0

35.4

Pelileo - Pa= tate

0+000 A 2+085

26=

Pelileo - Pa= tate

2+085 A 4+17= 0

30

Pelileo - Pa= tate

4+170 A 8+260

26=

Cevallos - M= ocha

0+000 A 2+12= 0

31.5

Tabla 3<= /b>

Resultados de unidades de = muestreo (continuación)

Ubicación

Abscisa

Longitud (M)

Cevallos - M= ocha

2+120 A 4+96= 0

31.5

Cevallos - M= ocha

4+960 A 7+460

35=

Cevallos - M= ocha

7+460 A 9+48= 0

35

Cevallos - M= ocha

9+480 A 9+920

35=

Ambato-Tisal= eo

0+000 A 3+20= 0

20

Ambato-Tisal= eo

3+200 A 6+400

22=

Ambato-Tisal= eo

6+400 A 9+60= 0

25

Ambato-Tisal= eo

9+600 A 12+800

32=

Ambato-Tisal= eo

12+800 A 16+= 200

31

IV-B.   PC= I de las vías

Los resultados del PCI de la red de la zona central del Ecuador se muestran en la tabla 4. En la columna uno está ubicado las abscisas, en la columna dos el nombre de la vía, en la columna tres el valor promedio del PCI que como primer dato es de 94.70 Considerando al estado de= la vía y en la cuarta columna se muestra la clasificación como Bueno, los distintos colores de la tabla determinan el número de vías (Ramírez & Valenzuela, 2023).

Tabla 4<= /b>

Resultados PCI<= /span>

Abscisas

Vía

Pci

Clasificación<= /span>

0+000 A 3+49= 6

Quero-Salasa= ca

94.70

Bueno

3+640 A 5+49= 5

Quero-Salasaca

85.74

Excelente

5+360 A 6+65= 0

Quero-Salasa= ca

50.83

Muy Bueno

0+000 A 4+00= 0

Montalvo - Totoras

99.00

Excelente

0+000 A 2+40= 0

Manzana De Oro-Quero

35.84

Malo

2+400 A 5+36= 0

Manzana De Oro-Quero

67.92

Bueno

4+780 A 5+36= 0

Manzana De Oro-Quero

71.00

Muy Bueno

5+460 A 5+76= 0

Manzana De Oro-Quero

81.75

Muy Bueno

5+800 A 8+77= 0

Manzana De Oro-Quero

76.20

Muy Bueno

8+770 A 9+10= 0

Manzana De Oro-Quero

74.83

Muy Bueno

0+332 - 1+42= 0

Patate - Píl= laro

79.30

Muy Bueno

1+560 - 3+67= 2

Patate - Píllaro

82.80

Muy Bueno

3+832 - 7+19= 2

Patate - Píl= laro

71.50

Muy Bueno

7+600 - 11+3= 76

Patate - Píllaro

80.92

Muy Bueno

11+400 - 15+= 170

Patate - Píl= laro

77.52

Muy Bueno

15+320 - 16+= 650

Patate - Píllaro

54.80

Regular

17+117 - 18+= 410

Patate - Píl= laro

57.75

Bueno

18+626 - 19+= 165

Patate - Píllaro

36.67

Malo

19+200 - 19+= 232

Patate - Píl= laro

30.00

Malo

Tabla 4<= /b>

Resultados PCI (continuaci= ón)

Abscisas

Vía<= /b>

Pci<= /b>

Clasificación

19+328 - 20+= 544

Patate - Píl= laro

79.86

Muy Bueno

20+640 - 21+= 184

Patate - Píllaro

70.00

Muy Bueno

21+280 - 22+= 688

Patate - Píl= laro

58.25

Bueno

0+00 A 2+350=

Patate-Baños

82.77

Muy Bueno

2+350 A 4+70= 0

Patate-Baños=

85.36

Excelente

0+000 A 2+08= 5

Pelileo-Patate

72.57

Muy Bueno

2+085 A 4+17= 0

Pelileo-Pata= te

83.82

Muy Bueno

4+170 A 8+26= 0

Pelileo-Patate

78.98

Muy Bueno

0+00 A 2+120=

Cevallos-Moc= ha

85.00

Muy Bueno

2+120 A 5+00= 0

Cevallos-Mocha

85.00

Muy Bueno

4+960 A 7+46= 0

Cevallos-Moc= ha

70.00

Muy Bueno

7+460 A 9+48= 0

Cevallos-Mocha

57.00

Bueno

9+480 A 9+92= 0

Cevallos-Moc= ha

63.00

Bueno

0+00 A 3+200=

Ambato - Tisaleo

69.25

Bueno

3+200 A 6+40= 0

Ambato - Tis= aleo

90.38

Excelente

6+400 A 9+60= 0

Ambato - Tisaleo

82.27

Muy Bueno

9+600 A 12+8= 00

Ambato - Tis= aleo

83.71

Muy Bueno

12+800 A 16+= 200

Ambato - Tisaleo

84.79

Muy Bueno

 

IV-C.   Deflexiones (Viga Benkelman)

La tabla 5 muestra los resultados de las deflexion= es de la viga de Benkelman de las vías. En la primera columna se presen= tan las abscisas, mientras que las columnas 2 contienen las lecturas de las deflexiones corregidas por estacionalidad. La tercera columna muestra la desviación estándar del grupo de datos. A partir de la columna 4 hasta la columna 6, se analizan las deflexiones características, admisibles y crític= as, respectivamente. En la columna 7 se observa el radio de curvatura predomina= nte de las vías. Por último, las columnas 8 a 10 muestran el análisis de result= ados del comportamiento de la subrasante y el comportamiento del pavimento en términos de porcentaje. Finalmente, se indica el tipo de deflexión. Las fórmulas usadas se encuentran en la ASSHTO T-256 (MTOP, 2013).

 

 

 

 

Tabla 5<= /b>

Resultados Deflexiones (Vi= ga Benkelman)

 

                                      

 

Tabla 5<= /b>

Resultados Deflexiones (Vi= ga Benkelman) (continuación)

IV-E.   Pl= an de mantenimiento vial general

A partir de los resultados del PCI y de la viga de= Benkelman, se estableció planes de mantenimientos viales acorde al tipo de falla que se visualizó en el sitio, en las diferentes vías analizadas para prolongar la duración y la vida útil de las mismas, Según el dato del PCI se determina el tipo de intervención que se debe realizar. = Según el tipo de intervención por (ASTM Internacional, 2002), nos s= eñala que para un rango de 0 -25 su clasificación será “Malo” con una intervenció= n de reconstrucción; Para el rango 55 – 25 su clasificación será de “regular” con una intervención de rehabilitación; Para el rango 85 – 56 su clasificación = será de “muy bueno” con una intervención de mantenimiento periódico; Para el ran= go 100 – 86 su clasificación será de “excelente” con una intervención de mantenimiento rutinario.

Mantenimiento Rutinario<= /span>

Son medidas preventivas y permanentes destinadas a preservar los elementos componentes de la resistencia de las vías y mantene= rlos en condiciones óptimas después de su construcción o rehabilitación. Las reparaciones menores del firme, los terraplenes y la nivelación de la vía, = etc. y otros elementos componentes de estas, que se pueden realizar a mano. De e= ste modo, las vías son seguras, fiables y utilizables durante todo el año (Chávez, 2014).

Mantenimiento Periódico

Se trata de una serie de acciones llevadas a cabo durante un periodo de un año o más, con el objetivo de preservar la integri= dad estructural de la carretera, abordar defectos específicos importantes y prevenir el desarrollo o el empeoramiento de daños más graves. Este tipo de mantenimiento comprende actividades de tratamiento superficial y reparación= (Ramírez & Valenzuela, 2023).

Rehabilitación

La rehabilitación de un pavimento flexible es la mejora del estado de un pavimento devolviéndole su estado original y asegur= ando que el pavimento tiene suficiente capacidad estructural para soportar la ca= rga de tráfico sin alterar la geometría de la sección transversal (Norambuena et al., 2009).

Reconstrucción

La reconstrucción implica la demolición, retirada y sustitución parcial o completa de los pavimentos asfálticos existentes en el caso de pavimentos con problemas estructurales excesivos, altos índices de deterioro, falta de vida útil restante o incluso subrasante. El pavimento sustituido puede soportar más tráfico, igual que un pavimento nuevo = (Rondón & Reyes, 2007).

IV-F. Procedimiento de mantenimiento por fallas

Para el mantenimiento p= or tipo de falla se lo realiza según su nivel de severidad bajo (L), Medio (M), Alto (H) (UMSS - Facultad de Ciencias y Tecnología, 2019).<= /o:p>

Piel de Cocodrilo:

L:  No haga nada; Sello Superficial; Recubrimiento.

M: Parchado Parcial o completo; Recubrimiento; Reconstrucción.=

H: Parchado Parcial o completo; Recubrimiento; Reconstrucción

Exudación o Sangrado:

L:  No haga nada.

M: Aplique arena/agregado y rodillo.

H: Aplique arena/agrega= do y rodillo. <= /o:p>

Agrietamiento en Bloque:

L:  Sellar grietas sobre 1/8 in; Sello Superficial

M: Sellar grietas; Reci= clar superficie, Escarificar en caliente y recubrir

H: Sellar grietas; Reci= clar superficie, Escarificar en caliente y recubrir

Bombeo y Hundimiento:

L:  No haga nada=

M: Molido en frio, Parchado longitudinal superficial, parcial    0 totalmente

H:  Molido en frio, Parchado profundo superficial, parcial    0 totalmente (recubrir)

Corrugación:=

L: No haga nada.

M: Reconstrucción

H: Reconstrucción <= /o:p>

Depresiones:

L:  No haga nada=

M: Parchado profundo superficial, parcial o total=

H:  Parchado profundo superficial, parcial o total <= /o:p>

Agrietamiento de Borde:

L:  No haga nada; Sellar las grietas mayores a 1/8 in

M: Sellado de grietas; Parchado profundo parcial<= /p>

H:  Parchado profundo parcial <= /o:p>

Agrietamiento Reflejo de Juntas =

L:  Sellado de grietas mayo= res a 1/8 in

M: Sellado de grietas; Parchado profundo parcial<= /p>

H:  Parchado profundo parcial; Reconstrucci= ón de Juntas

Agrietamiento Reflejo de Juntas =

L:  Sellado de grietas mayo= res a 1/8 in

M: Sellado de grietas; Parchado profundo parcial<= /p>

H:  Parchado profundo parcial; Reconstrucci= ón de Juntas <= /o:p>

Caída Externa de Vía/Hombrera

L, M, H: Rellenar las hombreras hasta emparejar con el borde del pavimento.

Agrietamiento Longitudinal y Transversal

L:  No haga nada; Sellado de grietas mayores a 1/8 in

M: Sellado de grietas

H: Sellado de grietas; Parchado profundo parcial

Parchados

L:  No haga nada=

M: No haga nada; Remplazar el Parchado.

H: Remplazar el Parchad= o.<= /o:p>

Agregados Pulidos

L, M, H: No haga nada; = Tratamiento Superficial; Recubrimiento; Moler y recubrir.

Baches

L:  No haga nada; Parchado profundo parcial o total

M: Parchado profundo parcial o total

H: Parchado profundo to= tal <= /o:p>

Cruce de Ferrocarril

L: No haga nada

M: Parchado próximo y profundo, Superficial o Parcial; Reconstrucci= ón del Cruce

H: Parchado próximo y profundo, Superficial o Parcial; Reconstrucción del Cruce,<= /o:p>

Ruteo:

L: No haga nada; Moler y recubrir

M: Parchado profundo superficial, parcial o total; Moler y recubrir= .

H: Parchado profundo superficial, parcial o total; Moler y recubrir

Empellones:

L: No haga nada; Moler

M: Moler; Parchado profundo parcial o total.

H: Moler; Parchado prof= undo parcial o total.

Agrietamiento Media Luna

L: No haga nada; Parchado profundo parcial

M: Parchado profundo parcial

H: Parchado profundo parcial <= /o:p>

Protuberancia

L: No haga nada

M: No haga nada; Reconstrucción.

H: Reconstrucción <= /o:p>

Intemperismo:

L: No haga nada; Sello Superficial; Tratamiento Superficial.

M: Sello Superficial; Tratamiento Superficial; Recubrimiento.<= /o:p>

H: Tratamiento Superfic= ial; Recubrimiento; Reciclaje; Reconstrucción

Conclusiones

En esta investigación se presentó una propuesta de= un plan de mantenimiento vial general para las vías estudiadas, mediante el procesamiento de las condiciones de la capa de rodadura, los cuales permiti= eron el procesamiento de datos.

·      =    Se analizaron las fallas presentes en = la capa de rodadura de las vías propuestas, que permitió obtener un valor de P= CI promedio de secciones donde se determinó que la red Intercantonal necesita = un Mantenimiento periódico en su mayor parte y rehabilitación en las zonas más deterioradas. y un Mantenimiento Rutinario como tercera parte para las vías= que presenten leve deterioro, pero en lugares específicos.

·      =    Utilizando la Viga Benkelman y después de realizar las correcciones pertinentes, fue posible identificar l= as deflexiones presentes en el pavimento de las vías propuestas, también se determinaron las deflexiones críticas, admisibles y características, A part= ir de estos valores se identificó que las deflexiones son “Tipo I y Tipo III”.=

·      =    A futuro se incrementará el tamaño de = la base de datos, en cada vía propuesta ya que las condiciones en las que se evalúan la capa de rodadura no son las mismas, con esto se pretende cubrir = dos aspectos relevantes, el primero será presentar una base de datos de referen= cia de estudio actual del estado de la capa de rodadura de Tungurahua, y segund= o, proporcionar planes de mantenimiento vial óptimos y viables.

Los autores queremos expresar el Agradecimiento a la Dirección de Investigación de la Universidad Técnica de Ambato (DIDE) por el apoyo brind= ado para la elaboración de este trabajo conseguido a través del proyecto de investigación: “Evaluación del estado de la capa de rodadura en la red vial intercantonal de la provincia de Tungurahua y su efecto en la conservación vial. UTA-CONIN-2022-0028-R del grupo de investigación GeReNIS.<= /span>

Conflicto de intere= ses

Los autores deben declarar si existe o no conflict= o de intereses en relación con el artículo presentado.

Referencias Bibliográfica

AD= DIN Mendeley Bibliography CSL_BIBLIOGRAPHY Abraham, N., & Pacheco, C. (2020). La polít= ica de transportes en Ecuador, 1925-1962: la carretera Manta-Quevedo [Tesis= de maestría, Universidad Andina= Simón Bolívar, Sede Ecuador].  http://repositorio.uasb.edu.ec/handle/10644/7438

ASTM Internacional. (2002). D6433 Standard prac= tice for roads and parking lots pavement condition index surveys. https://www.astm.org/d6433-03.html

Chávez, A. (2014). Propuesta de sistema de gestión= de pavimentos para municipalidades y gobiernos locales. Infraestructura Via= l, 16(28): 13–24. https://doi.org/10.15517/IV.V16I28.14582     

Coari Pelinco, E. (2017). Aplicación de la metodología PCI para la evaluación [Tesis de pregrado, Universidad Andina Néstor Cáceres Velásquez]. http://repositorio.uancv.edu.pe/handle/UANCV/1464<= /span>

Mamani, C. (2010). Medida de la deflexión de un pavimento empleando dispositivo de carga estática no continua, viga benkelm= an. https://www.academia.edu/43366170/MEDIDA_DE_LA_DEFLEXIÓN_DE_UN_PAVIMENTO_EM= PLEANDO_DISPOSITIVO_DE_CARGA_ESTÁTICA_NO_CONTINUA_VIGA_BENKELMAN=

Ministerio de Transporte y Obras Públicas [MTOP]. (2013). MMP. Métodos y muestreo de pruebas de materiales. https://www.obraspublicas.gob.ec/wp-content/uploads/downloads/2013/12/01-12= -2013_Manual_NEVI-12_VOLUMEN_1.pdf

Norambuena, J., Zamora Barraza, D., Castro-Fresno,= D., & Vega-Zamanillo, A. (2009). Análisis térmico de geo sintéticos utiliza= dos en la rehabilitación de pavimentos. Ingeniare. Revista Chilena de Ingeni= ería, 17(1): 95–100. https://doi.org/10.4067/S0718-33052009000100010<= /o:p>

Orozco, J. M., Rodolfo Téllez Gutiérrez, O., Solor= io, R., Alfonso, M., Salazar, P., Ariadna, M., Loo, S., & Torras Ortiz, S. (2004). Certificación ISO 9001:2000 Laboratorios acreditados por EMA sis= tema de evaluación de pavimentos versión 2.0.

Ramírez Medina, D. A., & Valenzuela Robles, L.= S. (2023). Plan de mantenimiento periódico del pavimento en el tramo Paradero = Las Retamas – Puente Los Ángeles. Infraestructura Vial, 25(44): 1= –13. https://doi.org/10.15517/IV.V25I44.51309

Rodríguez Velásquez, E. (2009). Cálculo del índ= ice de condición del pavimento flexible en la Av. Luis Montero, distrito de Castilla [Tesis de pregrado, Universidad de Piura]. https://pirhua.udep.edu.pe/backend/api/core/bitstreams/a6954c3f-4409-43cc-b= 563-bc758df4ee90/content

Rondón, H., & Reyes, A. (2007). Metodologías de diseño de pavimentos flexibles: tendencias, alcances y limitaciones. Cie= ncia e Ingeniería Neogranadina, 17(2): 41–65. https://www.redalyc.org/articulo.oa?id=3D91117204

Tarefder, R. A., Ahmad, M., & Hossain, M. I. (2016). Pavement maintenance procedures with and without milling materials.= International Journal of Pavement Research and Technology, 9(1), 20–29. https://doi.org/10.1016/J.IJPRT.2016.01.001

UMSS - Faculta= d de Ciencias y Tecnología. (2019). Manual completo diseño de pavimentos. https://www.libreriaingeniero.com/2019/06/manual-completo-diseno-de-pavimen= tos-umss.html=

 

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El artículo que se publica es de exclusiva responsabilidad de los autores y no necesariamente reflejan el pensamiento de la Revista Ciencia Digital.

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El artículo queda en propiedad de la revista y, por tanto, su publicación parcial y/o total en otro medio tiene que ser autoriz= ado por el director de la Revista Cien= cia Digital.

 

 

 

 

 


 

 

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= ISSN: 2602-8085

= Vol. 8 No. 2, pp. 86 – 102, abr= il – junio 2024

 

 

 

                 Ciencia & Modelos          =     Página 86 | 102

 

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