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style=3D"font-family:'Times New Roman'"> </td><td colspan= =3D"4" style=3D"width:370.7pt; padding:0pt 5.4pt; vertical-align:top">Universidad Estatal Pen=C3=ADnsula de Santa Elena (UPSE), = La Libertad, Ecuador.<img src=3D"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAABQAAAAUCAY= AAACNiR0NAAAABHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQBlSsOGwAAA2lJREFUOI21lE= toXVUUhr+197n3nNzbJN6omdTWRmwbikVq4iMxk0ZU2oGgA1FnQcQiUhUnFqo4cGIRQUGd+KDY+= Jp25ouiGCOxElqjhba0URPzsPQmuY9zzj1nLwcnuU1iQ0f+mzXZe///Wv/aiy1cBV/83NNOPr/V= WHunqO5OVNuNlQVjmZCGjCVhcPHR3q8XrsaVNUITu/KSlu7LFeSpNNZ+57RTjDTvqFM1IvNiGXW= JvD/9x8yXB/efizYU/Hy8/0W/aA/Xq43r1P3nOCNIFsW2XLleTd648Z/863v3nkjWCL59dp/fWS= sfzOXNkShKacvfgnMRlXjqqqIrwr5vkihyhxbT+K2ne082AAzADZXyPj+wL8ehQ1NH700v0N35O= AroutW0rxDF6rUUvddaJfdwM9HwqYFSa0GO1SrpfucUVUXEZCQcqQtZ0VEU1QTPtmAkDygiEBTs= Txq6hx65fWTOy7l0exjKgGrGcjTo2/oKS9EUZ2aPcf/Oo1iTI9UGqFJrzDF5+Sv+Wvg+y+IEVXa= GibsbOO5hGBSkbUUQdRT9zaQuBhE6Ct2MT7/D9OIIVnw6Ct3csfk52oNtTMwcBbE0YteeC7we4L= 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vertical-align:top">Jorge Javier Guevara Robalino</td><td style=3D"w= idth:10.5pt; padding:0pt 5.4pt; vertical-align:top"> </td><td style=3D"width= :166.35pt; padding:0pt 5.4pt; vertical-align:top">https://orcid.org/0000-0002-8314-6712</td><td style= =3D"padding:0pt; vertical-align:top"></td></tr><tr><td style=3D"width:3.25p= t; padding:0pt 5.4pt; vertical-align:top"> </td><td colspan=3D"4" style=3D"wi= dth:370.7pt; padding:0pt 5.4pt; vertical-align:top">U= niversidad Estatal Pen=C3=ADnsula de Santa Elena (UPSE), La Libertad, Ecuad= or.jguevarar@upse.edu.ecUniversidad T=C3= =A9cnica de Ambato, Ecuador<a= href=3D"mailto:jj.guevara@uta.edu.ec" style=3D"text-decoration:none"><span= class=3D"Hyperlink" style=3D"font-family:'Times New Roman'; font-size:10pt= ">jj.guevara@uta.edu.ec</a></td></tr><tr style=3D"height:0pt"><t= d style=3D"width:14.05pt"></td><td style=3D"width:182.75pt"></td><td style= =3D"width:21.3pt"></td><td style=3D"width:177.15pt"></td><td style=3D"width= :0.3pt"></td></tr></table> &= #xa0; </= span><= a id=3D"_heading_h.qq7csgiyozqh"></a> <= /p><table style=3D"width:448.65pt; margin-bottom:0pt; padding:0pt; border-c= ollapse:collapse"><tr><td colspan=3D"7" style=3D"width:134.95pt; padding:0p= t 5.4pt; vertical-align:top"> </td><td colspan=3D"2"= style=3D"width:292.1pt; border-top:0.75pt solid #000000; border-bottom:0.7= 5pt solid #000000; padding:0pt 5.4pt; vertical-align:top">Art=C3=ADculo de I= nvestigaci=C3=B3n Cient=C3=ADfica y Tecnol=C3=B3gica<s= pan style=3D"font-family:'Times New Roman'">Enviado: 16/07/2025 = Revisado: 18/08/202= 5Aceptad= o: 03/09/2025Publicado: 26/09/2025DOI: <a href=3D"https://doi.org/10.33262/concienci= adigital.v8i3.1.3503" style=3D"text-decoration:none">https://doi.org/10.33262/concienciadigital.v8i3.1.3503 </a> = </td></tr><tr><td colspan=3D"7" style=3D"width:134.95pt; padding= :0pt 5.4pt; vertical-align:top"> </td><td colspan=3D"2" style= =3D"width:292.1pt; border-top:0.75pt solid #000000; border-bottom:0.75pt so= lid #000000; padding:0pt 5.4pt; vertical-align:top"> </td>= </tr><tr><td style=3D"width:54.45pt; border-top:0.75pt solid #000000; paddi= ng:0pt 5.4pt; vertical-align:top"> C=C3=ADtese: </td><td style=3D"width:7.45pt; border-top:0.75pt solid #000= 000; padding:0pt 5.4pt; vertical-align:top"> </td><td colspan=3D"6" style=3D"w= idth:350.6pt; border-top:0.75pt solid #000000; padding:0pt 5.4pt; vertical-= align:top"> Arellano Ortiz, J. L., & Guevara Robalino= , J. J. (2025). Plan estrat=C3=A9gico para la rehabilitaci=C3=B3n de la v= =C3=ADa Yee-Vuelta Larga en el cant=C3=B3n Esmeraldas, Ecuador. <spa= n style=3D"font-family:'Times New Roman'; font-size:10pt; font-style:italic= ">ConcienciaDigital, 8(3.1), 40-61. <a href=3D"https://doi.org/10.3= 3262/concienciadigital.v8i3.1.3503" style=3D"text-decoration:none">h= ttps://doi.org/10.33262/concienciadigital.v8i3.1.3503</a> </td><td style=3D"border-top:0.7= 5pt solid #000000; padding:0pt; vertical-align:top"></td></tr><tr><td style= =3D"width:54.45pt; padding:0pt 5.4pt; vertical-align:top"><img src=3D"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAACIAAAAj= CAYAAADxG9hnAAAABHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQBlSsOGwAABndJREFUWIW= 1mHuMVPUVx7/nd++d2ZnZx+xLZB+APErESAWWAI2imzUqFmhrs2s0Rv8wITFBasU+fLXT2koToq= bQYjbRRE1pZDahGMoStxBoCI8oKuoWQxR2B8K+d2Z3Z2fmPn+nf8zD3Z27y6zCSe69uff8Hp9zf= r/f+Z3fJcwgoRCLU4EOn85U4/eI9dGE/jPSfPMErNvHUgZYaCDQTE1MEgJsAA93vrxh/1Sd6lYh= 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competente= s con visi=C3=B3n human=C3=ADstica y cr=C3=ADtica que sean capaces de expon= er sus resultados investigativos y cient=C3=ADficos en la misma medida que = se promueva mediante su intervenci=C3=B3n cambios positivos en la sociedad.= <a href=3D"https://concienciadigital.org" style=3D"text-decoration:= none">https://concienciadigit= al.org</a> <spa= n style=3D"line-height:115%; font-family:'Times New Roman'; font-size:8pt">= La rev= ista es editada por la Editorial Ciencia Digital (Editorial de prestigio re= gistrada en la C=C3=A1mara Ecuatoriana de Libro con No de Afiliaci=C3=B3n 6= 63) <a href=3D"http://www.celibro.org.ec" style=3D"text-decoration:n= one">www.celibro.org.ec</span= ></a> </div> </td><td style=3D"padding:0= pt; vertical-align:top"></td></tr><tr style=3D"height:23.65pt"><td style=3D= "width:54.45pt; border-bottom:0.75pt solid #000000; padding:0pt 5.4pt; vert= ical-align:top"><img src=3D"data:image/png;base64= 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" />= </td><td style=3D"width:7.45pt; border-bottom:0.75pt solid= #000000; padding:0pt 5.4pt; vertical-align:top"> </td><td = colspan=3D"6" style=3D"width:350.6pt; border-bottom:0.75pt solid #000000; p= adding:0pt 5.4pt; vertical-align:top">Esta revista est=C3=A1 protegida bajo una licencia Creat= ive Commons en la 4.0 International. Copia de la licencia: <a href= =3D"http://creativecommons.org/licenses/by-nc-sa/4.0/" style=3D"text-decora= tion:none">http://creativecommons.org/licenses/= by-nc-sa/4.0/</a> </td><td st= yle=3D"padding:0pt; vertical-align:top"></td></tr><tr><td colspan=3D"4" sty= le=3D"width:91.35pt; border-top:0.75pt solid #000000; padding:0pt 5.4pt; ve= rtical-align:top">Pal= abras claves:Plan estrat=C3= =A9gico, rehabilitaci=C3=B3n vial, pavimento flexible, desarrollo rural, in= fraestructura vial, conectividad rural, AASHTO 93</td><td colspa= n=3D"2" style=3D"width:0.65pt; border-top:0.75pt solid #000000; padding:0pt= 5.4pt; vertical-align:top"> </td><td colspan=3D"2" style=3D"width:320.5pt; bo= rder-top:0.75pt solid #000000; border-bottom:0.75pt solid #000000; padding:= 0pt 5.4pt; vertical-align:top">Resumen Introducc= i=C3=B3n: la infraestr= uctura vial constituye un elemento fundamental para el desarrollo socioecon= =C3=B3mico de las regiones rurales. En Ecuador, la conectividad terrestre d= eficiente limita el acceso a servicios b=C3=A1sicos y oportunidades de desa= rrollo en comunidades rurales. Objetivo: desarrollar un plan estrat=C3=A9gico integral para la rehabi= litaci=C3=B3n de la v=C3=ADa Yee-Vuelta Larga mediante la evaluaci=C3=B3n t=C3=A9cnica, soci= al, econ=C3=B3mica y ambiental de la infraestructura existente. <spa= n style=3D"font-family:'Times New Roman'; font-weight:bold">Metodolog=C3=AD= a: se realiz=C3=B3 un = estudio descriptivo-anal=C3=ADtico que incluy=C3=B3 levantamiento topogr=C3= =A1fico, estudios de tr=C3=A1fico vehicular, an=C3=A1lisis de mec=C3=A1nica= de suelos, evaluaci=C3=B3n de pavimentos, estudios hidrol=C3=B3gicos y an= =C3=A1lisis presupuestario. La metodolog=C3=ADa AASHTO 93 fue empleada para= el dise=C3=B1o estructural del pavimento flexible. Resultados: el an=C3=A1lisis revel=C3=B3 un TPDA = actual de 44 veh=C3=ADculos/d=C3=ADa con proyecci=C3=B3n a 209 veh=C3=ADcul= os/d=C3=ADa en 20 a=C3=B1os. Los estudios de suelos mostraron CBR entre 3.4= 2% y 11.34%. El presupuesto total del proyecto asciende a USD $4,206,465.58= para 27.5 km de v=C3=ADa. Conclusi=C3=B3n: el plan estrat=C3=A9gico propuesto integra soluciones t= =C3=A9cnicas sostenibles con participaci=C3=B3n comunitaria, estableciendo = un modelo replicable para la rehabilitaci=C3=B3n de infraestructura vial ru= ral en Ecuador. =C3=81rea de estudio general: Ingenier=C3=ADa Civil. =C3=81rea de estudio espec=C3=ADfica= : Infraestructura Vial= . Ti= po de estudio: Art=C3= =ADculo original. </td><td style=3D"padding:0pt; vertical-align:top= "></td></tr><tr><td colspan=3D"3" style=3D"width:89.15pt; padding:0pt 5.4pt= ; vertical-align:top">Keywords: = Strategic plan, road rehabilitation, fl= exible pavement, rural development, road infrastructure, rural connectivity= , AASHTO 93</td><td colspan=3D"2" style=3D"width:0.8pt; padding:= 0pt 5.4pt; vertical-align:top"> </td><td colspan=3D"3" style=3D= "width:322.55pt; border-top:0.75pt solid #000000; border-bottom:0.75pt soli= d #000000; padding:0pt 5.4pt; vertical-align:top">Abstract</s= pan>Introduction: r= oad infrastructure constitutes a fundamental element for the socioeconomic = development of rural regions. In Ecuador, poor terrestrial connectivity lim= its access to basic services and development opportunities in rural communi= ties. Objective: to develo= p a comprehensive strategic plan for the rehabilitation of the <span= style=3D"font-family:'Times New Roman'; text-decoration:underline">Yee-Vue= lta Larga Road through= technical, social, economic, and environmental evaluation of existing infr= astructure. Methodology: a= descriptive-analytical study was conducted including topographic survey, v= ehicular traffic studies, soil mechanics analysis, pavement evaluation, hyd= rological studies, and budget analysis. The AASHTO 93 methodology was emplo= yed for the structural design of flexible pavement. Results: the analysis revealed a current AADT o= f 44 vehicles/day with projection to 209 vehicles/day in 20 years. Soil stu= dies showed CBR between 3.42% and 11.34%. The total project budget amounts = to USD $4,206,465.58 for 27.5 km of road. Conclusion: the proposed strategic plan integrates sustaina= ble technical solutions with community participation, establishing a replic= able model for rural road infrastructure rehabilitation in Ecuador. = General Are= a of Study: Civil Engi= neering. Specific area of study: Road Infrastructure. Type of study: Original article. </td><td style=3D"padding:0pt; vertical-align:t= op"></td></tr><tr style=3D"height:0pt"><td style=3D"width:65.25pt"></td><td= style=3D"width:18.25pt"></td><td style=3D"width:16.45pt"></td><td style=3D= "width:2.2pt"></td><td style=3D"width:9.4pt"></td><td style=3D"width:2.05pt= "></td><td style=3D"width:32.15pt"></td><td style=3D"width:299.15pt"></td><= td style=3D"width:3.75pt"></td></tr></table> = <ol style=3D"margin:0p= t; padding-left:0pt"><li style=3D"margin-left:17.3pt; margin-bottom:10pt; t= ext-align:justify; line-height:115%; padding-left:4pt; font-family:'Times N= ew Roman'; font-size:12pt; font-weight:bold">Introducci=C3=B3n= </li></ol>La infraestructura vial constituye uno de los pilares fundamenta= les para el desarrollo econ=C3=B3mico y social de cualquier regi=C3=B3n, es= pecialmente en =C3=A1reas rurales donde la conectividad determina el acceso= a servicios b=C3=A1sicos, mercados y oportunidades de desarrollo (Banco Mu= ndial, 2024). En Ecuador m=C3=A1s del 40% de las comunidades rurales carece= n de acceso a carreteras pavimentadas, lo que impide su progreso econ=C3=B3= mico y social, perpetuando condiciones de pobreza y desigualdad (Organizaci= =C3=B3n de las Naciones Unidas para la Alimentaci=C3=B3n y la Agricultura [= FAO], 2021). Esta problem=C3=A1tica se agudiza en la provincia de Esmeralda= s, donde las condiciones geogr=C3=A1ficas y clim=C3=A1ticas particulares pr= esentan desaf=C3=ADos adicionales para el desarrollo y mantenimiento de inf= raestructura vial adecuada.1.1. Antecedentes del problem= aLas in= versiones en infraestructura rural pueden aumentar la producci=C3=B3n agr= =C3=ADcola en un 20% y mejorar el ingreso de los agricultores en un 30%, se= g=C3=BAn estudios realizados por organismos internacionales (Co= misi=C3=B3n Econ=C3=B3mica para Am=C3=A9rica Latina y el Caribe [CEPAL]</sp= an>, 2021). Sin embargo exist= e una notable escasez de estudios que analicen la efectividad de las distin= tas estrategias para la construcci=C3=B3n y mantenimiento de estas infraest= ructuras, especialmente en contextos socioecon=C3=B3micos diversos.<= /p>Los pavimentos = flexibles, com=C3=BAnmente empleados en zonas rurales y urbanas por su cost= o y facilidad de mantenimiento, tienden a deteriorarse r=C3=A1pidamente si = no se aplican estrategias adecuadas de dise=C3=B1o, drenaje y conservaci=C3= =B3n (Benavides-Arbul=C3=BA et al., 2020=C2=B8 Buest=C3=A1n & Villa, 2024). El deterioro progresivo de la calzad= a, junto con problemas estructurales como el colapso de drenajes y el paso = frecuente de veh=C3=ADculos pesados, reducen la vida =C3=BAtil de las v=C3= =ADas y generan altos costos de rehabilitaci=C3=B3n, tanto para los gobiern= os como para los usuarios (Baque-Solis, 2020).La metodolog=C3=ADa AASHTO 93 es amp= liamente utilizada para el dise=C3=B1o estructural de pavimentos flexibles,= proporcionando procedimientos sistem=C3=A1ticos para el dise=C3=B1o y reha= bilitaci=C3=B3n de estructuras de pavimento (Cede=C3=B1o, 2024; Velandia, 2= 023).1.2. Contexto geogr=C3=A1fico y socioecon=C3=B3mico</= p>El cant=C3=B3n E= smeraldas ubicado en la costa norte de Ecuador, es una regi=C3=B3n rica en = biodiversidad y recursos naturales, pero tambi=C3=A9n enfrenta desaf=C3=ADo= s significativos en t=C3=A9rminos de desarrollo socioecon=C3=B3mico. Sus zo= nas rurales, que albergan a una parte importante de la poblaci=C3=B3n, depe= nden en gran medida de la agricultura, la pesca y el turismo. La <sp= an style=3D"font-family:'Times New Roman'; text-decoration:underline">Ruta = Tur=C3=ADstica del R=C3=ADo Teaone ubicada en tres parroquias: Carlos Concha, Tabiazo y Vuelta La= rga, del cant=C3=B3n Esmeraldas, constituye un producto tur=C3=ADstico conf= ormado por balnearios de agua dulce que forman parte del inventario de atra= ctivos tur=C3=ADsticos ofertados a turistas locales, nacionales y extranjer= os (Erazo et al., 2024).La v=C3=ADa Yee-Vuelta Larga no solo act=C3=BAa como un eje de conexi=C3=B3= n esencial entre diversas localidades, sino que tambi=C3=A9n se constituye = como un corredor clave para el comercio y el transporte de bienes y servici= os. Sin embargo el deterioro de esta v=C3=ADa genero m=C3=BAltiples problem= as que impactan la movilidad de los habitantes y la actividad econ=C3=B3mic= a de la zona, incluyendo hundimiento de la calzada, dise=C3=B1o ineficiente= de sistemas de drenaje y desgaste provocado por el uso frecuente de veh=C3= =ADculos pesados.1.3. Planificaci=C3=B3n estrat=C3=A9gica en in= fraestructura vialLa planificaci=C3=B3n estrat=C3=A9gica en infraestructura vial r= ural es fundamental para el desarrollo socioecon=C3=B3mico y la conectivida= d territorial (Toscano, 2024). Debe considerar no solo aspectos t=C3=A9cnic= os, sino tambi=C3=A9n factores sociales, econ=C3=B3micos y ambientales. Seg= =C3=BAn Monta=C3=B1o-Ca=C3=B1ola & Espinoza-Correa (2022) la inclusi=C3= =B3n de sistemas urbanos de drenaje sostenibles permite prolongar la durabi= lidad de las v=C3=ADas en zonas vulnerables. Asimismo, la participaci=C3=B3= n comunitaria en los procesos de gesti=C3=B3n y mantenimiento fortalece el = sentido de corresponsabilidad y mejora la efectividad de las intervenciones= .El </s= pan>Banco Interamericano de Desarrollo</spa= n> (BID, 2023) a= poya a Ecuador a mejorar caminos rurales y accesibilidad de la poblaci=C3= =B3n a salud y educaci=C3=B3n, reconociendo que la mejora de conectividad e= n las =C3=A1reas rurales promueve la productividad agr=C3=ADcola y el desar= rollo econ=C3=B3mico, reduce los tiempos de viaje y costos log=C3=ADsticos,= permite al sector agropecuario transportar sus productos de manera m=C3=A1= s eficiente, contribuye al desarrollo de las MiPymes, a generar empleo y re= ducir las brechas entre lo urbano y rural.1.4. Sostenibilidad y= consideraciones ambientalesEs crucial considerar el impacto ambiental de las obra= s viales, promoviendo pr=C3=A1cticas sostenibles que minimicen el da=C3=B1o= a los ecosistemas locales. La adecuada gesti=C3=B3n de los recursos natura= les y la consideraci=C3=B3n de las condiciones ambientales son aspectos cla= ve en la planificaci=C3=B3n de infraestructuras en zonas vulnerables. Esmer= aldas es una de las provincias m=C3=A1s h=C3=BAmedas del pa=C3=ADs, con una= gran riqueza h=C3=ADdrica reflejada en el r=C3=A9gimen de lluvias de tipo = unimodal, con promedios de precipitaci=C3=B3n superiores a 2,000 mm al a=C3= =B1o casi en la totalidad de su territorio.Esta combinaci=C3=B3n de circunstancias= hace especialmente necesarios el dise=C3=B1o y la construcci=C3=B3n de sis= temas de drenaje de cuya eficacia depender=C3=A1, en buena medida, la calid= ad de la operaci=C3=B3n vial y vida =C3=BAtil de las carreteras. El drenaje= vial constituye una de las partes esenciales en el mantenimiento y durabil= idad de las v=C3=ADas, cuya finalidad es la eliminaci=C3=B3n adecuada del a= gua superficial y en ocasiones de la subsuperficial.<= span style=3D"font-family:'Times New Roman'; font-style:italic">1.5. Justif= icaci=C3=B3n e importancia del problema cient=C3=ADficoLa rehabilitaci=C3=B3n de = la v=C3=ADa Yee-Vuelta Larga se justifica por m=C3=BAltiples factores que trascienden la sim= ple mejora de una carretera. En primer lugar representa una inversi=C3=B3n = estrat=C3=A9gica en el desarrollo socioecon=C3=B3mico del cant=C3=B3n Esmer= aldas, facilitando el acceso a mercados, servicios de salud, educaci=C3=B3n= y oportunidades laborales. La falta de inversi=C3=B3n en su mantenimiento = resulto en una reducci=C3=B3n de su capacidad operativa, afectando negativa= mente la calidad de vida de los habitantes.Una carretera en =C3=B3ptimas condicion= es ayuda a reducir los costos de transporte, mejora la accesibilidad a prod= uctos de la zona y servicios, adem=C3=A1s atrae inversiones, especialmente = en el sector tur=C3=ADstico. Estudios demostraron que la conectividad rural= es esencial para el desarrollo econ=C3=B3mico, como lo evidencian investig= aciones sobre la relaci=C3=B3n entre la conectividad de caminos rurales y l= a actividad econ=C3=B3mica local (Chen et al., 2023).= El pa=C3=ADs necesita carrete= ras y v=C3=ADas en buen estado para promover un desarrollo social y econ=C3= =B3mico que permita elevar la calidad de vida de todos sus habitantes. Por = tal motivo, se necesita realizar mantenimientos y controles constantes en l= as v=C3=ADas, como acciones tendientes a mantener y prolongar la vida =C3= =BAtil de las mismas. El Banco Mundial (2024) apoya el mejoramiento de v=C3= =ADas rurales en Ecuador, reconociendo que este tipo de proyectos abarca un= a serie de obras de infraestructura vial que impulsar=C3=A1n la conectivida= d, generar=C3=A1n empleo y mejorar=C3=A1n la seguridad de las v=C3=ADas.</s= pan>1.6. Objetivo de la investigaci=C3=B3nObjetivo general= : desarrollar un plan = estrat=C3=A9gico integral para la rehabilitaci=C3=B3n de la v=C3=ADa </span= >Y= ee-Vuelta Larga con pa= vimento flexible, mediante la consideraci=C3=B3n de aspectos t=C3=A9cnicos,= sociales, econ=C3=B3micos y ambientales, que sirva como modelo replicable = para proyectos similares en Ecuador.Objetivos espec=C3=ADficos:= Evaluar= el estado actual de la v=C3=ADa mediante estudios t=C3=A9cnicos especializ= ados, identificando las =C3=A1reas cr=C3=ADticas y las necesidades de inter= venci=C3=B3n prioritarias.Dise=C3=B1ar una estructura de pavimento flexible utiliz= ando la metodolog=C3=ADa AASHTO 93, considerando las caracter=C3=ADsticas d= el tr=C3=A1fico proyectado, condiciones del suelo de subrasante y factores = clim=C3=A1ticos locales.Desarrollar un sistema integral de drenaje superficial y s= ubsuperficial que garantice la protecci=C3=B3n de la infraestructura vial c= ontra los efectos adversos del agua.Establecer un marco de gesti=C3=B3n estrat=C3= =A9gica que incluya planificaci=C3=B3n de mantenimiento, participaci=C3=B3n= comunitaria y sostenibilidad ambiental.Cuantificar los costos de rehabilitaci= =C3=B3n y establecer un cronograma de ejecuci=C3=B3n que optimice el uso de= recursos disponibles.1.7. Hip=C3=B3tesis de la investigaci=C3= =B3nLa = implementaci=C3=B3n de un plan estrat=C3=A9gico integral para la rehabilita= ci=C3=B3n de la v=C3=ADa Yee-Vuelta Larga, basado en metodolog=C3=ADas t=C3=A9cnicas reconoc= idas internacionalmente y considerando factores sociales, econ=C3=B3micos y= ambientales, mejorar=C3=A1 significativamente la conectividad rural, promo= ver=C3=A1 el desarrollo socioecon=C3=B3mico de la regi=C3=B3n y establecer= =C3=A1 un modelo sostenible y replicable para proyectos similares en Ecuado= r.La ne= cesidad urgente de desarrollar estrategias efectivas para la rehabilitaci= =C3=B3n de infraestructura vial rural en Ecuador, contribuyendo al conocimi= ento cient=C3=ADfico en el =C3=A1rea de ingenier=C3=ADa de pavimentos y pla= nificaci=C3=B3n estrat=C3=A9gica de infraestructura. Los resultados obtenid= os proporcionar=C3=A1n una base t=C3=A9cnica s=C3=B3lida para la toma de de= cisiones en proyectos similares, optimizando el uso de recursos p=C3=BAblic= os y maximizando el impacto social y econ=C3=B3mico de las inversiones en i= nfraestructura vial.2. </= span>Metodo= log=C3=ADa La presente investigaci=C3=B3n se desarroll=C3=B3 me= diante un enfoque cuantitativo de tipo descriptivo-anal=C3=ADtico, con dise= =C3=B1o no experimental y alcance correlacional. El estudio se clasifica co= mo una investigaci=C3=B3n aplicada de modalidad de campo, orientada a resol= ver problemas espec=C3=ADficos de infraestructura vial rural mediante la ap= licaci=C3=B3n de metodolog=C3=ADas t=C3=A9cnicas reconocidas internacionalm= ente.2.1. Dise=C3=B1o, tipo, nivel y modalidad de investigaci= =C3=B3n= Se adopt=C3=B3 un dise=C3=B1o de investigaci=C3=B3n no experimental de tipo= transversal, dado que se recolectaron datos en un momento espec=C3=ADfico = sin manipular variables. El nivel de investigaci=C3=B3n es descriptivo-corr= elacional, ya que se caracterizaron las condiciones actuales de la infraest= ructura vial y se establecieron relaciones entre variables t=C3=A9cnicas pa= ra el dise=C3=B1o del pavimento. La modalidad corresponde a investigaci=C3= =B3n de campo con apoyo documental, considerando que se realizaron estudios= t=C3=A9cnicos in situ complementados con an=C3=A1lisis de laboratorio y re= visi=C3=B3n bibliogr=C3=A1fica especializada.La selecci=C3=B3n de este modelo meto= dol=C3=B3gico se fundamenta en la necesidad de obtener datos primarios conf= iables sobre las condiciones actuales de la v=C3=ADa, caracter=C3=ADsticas = del suelo, patrones de tr=C3=A1fico y condiciones ambientales, informaci=C3= =B3n esencial para desarrollar un plan estrat=C3=A9gico t=C3=A9cnicamente f= undamentado. Este enfoque permite integrar m=C3=BAltiples disciplinas de la= ingenier=C3=ADa civil (geotecnia, pavimentos, hidrolog=C3=ADa, topograf=C3= =ADa) en una propuesta integral de rehabilitaci=C3=B3n vial.2.2= . Poblaci=C3=B3n y criterios de selecci=C3=B3nLa poblaci=C3=B3n de estudio est=C3= =A1 constituida por la v=C3=ADa Yee-Vuelta Larga en su totalidad, con una longitud de 27.5 k= m, ubicada en el cant=C3=B3n Esmeraldas, provincia de Esmeraldas, Ecuador. = Las coordenadas del proyecto son: inicio en Vuelta Larga (645,635.212 E, 10= 0,098.10 N) y fin en Carlos Concha (645,787.012 E, 78,667.12 N).= 2.2.1 Criterios de inclusi=C3=B3n:<ul style=3D"margin:0pt; padd= ing-left:0pt"><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; mar= gin-bottom:0pt; text-align:justify; line-height:115%; padding-left:3.67pt; = font-family:serif; font-size:12pt">Toda la extensi=C3=B3n de la v=C3=ADa desde el Barrio 28 de Julio has= ta Carlos Concha Torres</li><li class=3D"ListParagraph" style=3D"mar= gin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-height:115%; = padding-left:3.67pt; font-family:serif; font-size:12pt">Obras de arte menor existentes (60 alcantarillas= identificadas)</li><li class=3D"ListParagraph" style=3D"margin-left= :17.63pt; margin-bottom:0pt; text-align:justify; line-height:115%; padding-= left:3.67pt; font-family:serif; font-size:12pt">Obras de arte mayor (7 puentes existentes)</li><l= i class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:10pt;= text-align:justify; line-height:115%; padding-left:3.67pt; font-family:ser= if; font-size:12pt">=C3=81rea= s de influencia directa del proyecto vial</li></ul>2.2.2 Criterios = de exclusi=C3=B3n:<ul style=3D"margin:0pt; padding-left:0pt"><li= class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; t= ext-align:justify; line-height:115%; padding-left:3.67pt; font-family:serif= ; font-size:12pt">V=C3=ADas s= ecundarias o ramales no contemplados en el proyecto principal</li><l= i class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; = text-align:justify; line-height:115%; padding-left:3.67pt; font-family:seri= f; font-size:12pt">Infraestru= ctura vial externa al corredor de estudio</li><li class=3D"ListParag= raph" style=3D"margin-left:17.63pt; margin-bottom:10pt; text-align:justify;= line-height:115%; padding-left:3.67pt; font-family:serif; font-size:12pt">= Propiedades privadas sin afec= taci=C3=B3n directa por el proyecto</li></ul>2.2.3 Criterios de el= iminaci=C3=B3n:<ul style=3D"margin:0pt; padding-left:0pt"><li cl= ass=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text= -align:justify; line-height:115%; padding-left:3.67pt; font-family:serif; f= ont-size:12pt">Sectores con r= estricciones de acceso por seguridad</li><li class=3D"ListParagraph"= style=3D"margin-left:17.63pt; margin-bottom:10pt; text-align:justify; line= -height:115%; padding-left:3.67pt; font-family:serif; font-size:12pt"><span= style=3D"font-family:'Times New Roman'">=C3=81reas con conflictos de tenen= cia de tierra no resueltos</li></ul>2.3. M=C3=A9todos, procedimient= os y t=C3=A9cnicas de investigaci=C3=B3n2.3.1. Levantamiento = topogr=C3=A1ficoSe realiz=C3=B3 el levantamiento topogr=C3=A1fico utilizando equip= os de precisi=C3=B3n (estaci=C3=B3n total y GPS diferencial) para generar e= l modelo digital del terreno y de superficie. Se establecieron puntos de co= ntrol geod=C3=A9sico cada 500 metros y se levantaron secciones transversale= s cada 20 metros. La metodolog=C3=ADa incluy=C3=B3:<ul style=3D"= margin:0pt; padding-left:0pt"><li class=3D"ListParagraph" style=3D"margin-l= eft:17.63pt; margin-bottom:0pt; text-align:justify; line-height:115%; paddi= ng-left:3.67pt; font-family:serif; font-size:12pt">Establecimiento de poligonal de apoyo con precisi=C3= =B3n 1:10,000</li><li class=3D"ListParagraph" style=3D"margin-left:1= 7.63pt; margin-bottom:0pt; text-align:justify; line-height:115%; padding-le= ft:3.67pt; font-family:serif; font-size:12pt">Levantamiento de detalles planim=C3=A9tricos y altim=C3=A9= tricos</li><li class=3D"ListParagraph" style=3D"margin-left:17.63pt;= margin-bottom:0pt; text-align:justify; line-height:115%; padding-left:3.67= pt; font-family:serif; font-size:12pt">Generaci=C3=B3n de curvas de nivel cada metro</li><li clas= s=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text-a= lign:justify; line-height:115%; padding-left:3.67pt; font-family:serif; fon= t-size:12pt">Identificaci=C3= =B3n y ubicaci=C3=B3n de obras de arte existentes</li><li class=3D"L= istParagraph" style=3D"margin-left:17.63pt; margin-bottom:10pt; text-align:= justify; line-height:115%; padding-left:3.67pt; font-family:serif; font-siz= e:12pt">Elaboraci=C3=B3n de p= erfiles longitudinales y transversales</li></ul>2.3.2. Estudio de t= r=C3=A1fico vehicularEl an=C3=A1lisis de tr=C3=A1fico se bas=C3=B3 en conteos volu= m=C3=A9tricos manuales realizados durante tres d=C3=ADas consecutivos, las = 24 horas del d=C3=ADa, en una estaci=C3=B3n de conteo ubicada en el acceso = al proyecto. Seg=C3=BAn las Especificaciones Generales para la Construcci= =C3=B3n de Caminos y Puentes del Ministerio de Transporte y Obras P=C3= =BAblicas (MTOP, 2002)= la metodolog=C3=ADa empleada sigui=C3=B3 las especificaciones y consider= =C3=B3:<ul style=3D"margin:0pt; padding-left:0pt"><li class=3D"L= istParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text-align:j= ustify; line-height:115%; padding-left:3.67pt; font-family:serif; font-size= :12pt">Clasificaci=C3=B3n veh= icular en tres categor=C3=ADas: livianos, buses y camiones</li><li c= lass=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; tex= t-align:justify; line-height:115%; padding-left:3.67pt; font-family:serif; = font-size:12pt">Determinaci= =C3=B3n del Tr=C3=A1fico Promedio Diario Anual (TPDA)</li><li class=3D"ListParagraph"= style=3D"margin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-= height:115%; padding-left:3.67pt; font-family:serif; font-size:12pt">An=C3=A1lisis de composici=C3=B3n v= ehicular y factores de crecimiento</li><li class=3D"ListParagraph" s= tyle=3D"margin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-he= ight:115%; padding-left:3.67pt; font-family:serif; font-size:12pt">Proyecci=C3=B3n del tr=C3=A1fico a 20= a=C3=B1os utilizando tasas de crecimiento del 2.5% anual</li><li cl= ass=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:10pt; tex= t-align:justify; line-height:115%; padding-left:3.67pt; font-family:serif; = font-size:12pt">C=C3=A1lculo = del n=C3=BAmero de ejes equivalentes de 8.2 toneladas (ESAL)</li></u= l>2.3.3. Estudio de mec=C3=A1nica de suelosSe ejecutaron investigaciones geot=C3= =A9cnicas mediante calicatas distribuidas cada kil=C3=B3metro a lo largo de= l trazado, complementadas con ensayos de Penetraci=C3=B3n Din=C3=A1mic= a Continua (DCP). Los = ensayos de laboratorio incluyeron:<ul style=3D"margin:0pt; paddi= ng-left:0pt"><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; marg= in-bottom:0pt; text-align:justify; line-height:115%; padding-left:3.67pt; f= ont-family:serif; font-size:12pt">Clasificaci=C3=B3n de suelos seg=C3=BAn SUCS y AASHTO</li><li c= lass=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; tex= t-align:justify; line-height:115%; padding-left:3.67pt; font-family:serif; = font-size:12pt">Determinaci= =C3=B3n de l=C3=ADmites de Atterberg</li><li class=3D"ListParagraph"= style=3D"margin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-= height:115%; padding-left:3.67pt; font-family:serif; font-size:12pt">Ensayos de compactaci=C3=B3n Procto= r Modificado</li><li class=3D"ListParagraph" style=3D"margin-left:17= .63pt; margin-bottom:0pt; text-align:justify; line-height:115%; padding-lef= t:3.67pt; font-family:serif; font-size:12pt">Ensayos de Capacidad de Soporte California (CBR)</span= ></li><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bott= om:10pt; text-align:justify; line-height:115%; padding-left:3.67pt; font-fa= mily:serif; font-size:12pt">A= n=C3=A1lisis granulom=C3=A9trico por tamizado</li></ul><s= pan style=3D"font-family:'Times New Roman'; font-style:italic">2.3.4. Evalu= aci=C3=B3n de pavimentosSe aplic=C3=B3 la metodolog=C3=ADa del =C3=8Dndice d= e Condici=C3=B3n del Pavimento (PCI) para evaluar el estado funcional de la superficie existente.= La evaluaci=C3=B3n incluy=C3=B3:<ul style=3D"margin:0pt; paddin= g-left:0pt"><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; margi= n-bottom:0pt; text-align:justify; line-height:115%; padding-left:3.67pt; fo= nt-family:serif; font-size:12pt">Identificaci=C3=B3n y cuantificaci=C3=B3n de fallas superficiales</span= ></li><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bott= om:0pt; text-align:justify; line-height:115%; padding-left:3.67pt; font-fam= ily:serif; font-size:12pt">De= terminaci=C3=B3n del nivel de severidad de las fallas</li><li class= =3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text-al= ign:justify; line-height:115%; padding-left:3.67pt; font-family:serif; font= -size:12pt">C=C3=A1lculo del = PCI por secciones homog=C3=A9neas</li><li class=3D"ListParagraph" st= yle=3D"margin-left:17.63pt; margin-bottom:10pt; text-align:justify; line-he= ight:115%; padding-left:3.67pt; font-family:serif; font-size:12pt">Recomendaciones de intervenci=C3=B3n = seg=C3=BAn el estado del pavimento</li></ul> 2.3.5. Estudio hidrol= =C3=B3gicoEl an=C3=A1lisis hidrol=C3=B3gico se fundament=C3=B3 en informaci=C3=B3n= del INAMHI y reconocimiento de campo, considerando:<ul style=3D= "margin:0pt; padding-left:0pt"><li class=3D"ListParagraph" style=3D"margin-= left:17.63pt; margin-bottom:0pt; text-align:justify; line-height:115%; padd= ing-left:3.67pt; font-family:serif; font-size:12pt">Caracterizaci=C3=B3n clim=C3=A1tica de la zona de es= tudio</li><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; = margin-bottom:0pt; text-align:justify; line-height:115%; padding-left:3.67p= t; font-family:serif; font-size:12pt">Determinaci=C3=B3n de intensidades de lluvia para per=C3=ADodo de = retorno de 25 a=C3=B1os</li><li class=3D"ListParagraph" style=3D"mar= gin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-height:115%; = padding-left:3.67pt; font-family:serif; font-size:12pt">C=C3=A1lculo de caudales de dise=C3=B1o mediante= el M=C3=A9todo Racional</li><li class=3D"ListParagraph" style=3D"ma= rgin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-height:115%;= padding-left:3.67pt; font-family:serif; font-size:12pt">Dimensionamiento de obras de drenaje superficia= l y subsuperficial</li><li class=3D"ListParagraph" style=3D"margin-l= eft:17.63pt; margin-bottom:10pt; text-align:justify; line-height:115%; padd= ing-left:3.67pt; font-family:serif; font-size:12pt">Evaluaci=C3=B3n del estado de alcantarillas existent= es</li></ul>2.3.6. Dise=C3=B1o estructural del pavimento= Se aplic=C3=B3 la = metodolog=C3=ADa AASHTO 93 para el dise=C3=B1o de pavimento flexible, consi= derando:<ul style=3D"margin:0pt; padding-left:0pt"><li class=3D"= ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text-align:= justify; line-height:108%; padding-left:3.67pt; font-family:serif; font-siz= e:12pt">Per=C3=ADodo de dise= =C3=B1o de 20 a=C3=B1os</li><li class=3D"ListParagraph" style=3D"mar= gin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-height:108%; = padding-left:3.67pt; font-family:serif; font-size:12pt">Confiabilidad del 85% para v=C3=ADas rurales</sp= an></li><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bo= ttom:0pt; text-align:justify; line-height:108%; padding-left:3.67pt; font-f= amily:serif; font-size:12pt">= Serviciabilidad inicial (Pi) =3D 4.0 y final (Pf) =3D 2.0</li><li cl= ass=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text= -align:justify; line-height:108%; padding-left:3.67pt; font-family:serif; f= ont-size:12pt">M=C3=B3dulo re= siliente de la subrasante basado en correlaciones con CBR</li><li cl= ass=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text= -align:justify; line-height:108%; padding-left:3.67pt; font-family:serif; f= ont-size:12pt">Coeficientes e= structurales de materiales seg=C3=BAn especificaciones (MTOP, 2002)<= /li><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom= :10pt; text-align:justify; line-height:115%; padding-left:3.67pt; font-fami= ly:serif; font-size:12pt">Fac= tores de drenaje seg=C3=BAn condiciones clim=C3=A1ticas locales</li>= </ul>2.4. Aspectos =C3=A9ticos de la investigaci=C3=B3nLa investigaci=C3=B3n se d= esarroll=C3=B3 bajo los principios =C3=A9ticos de la investigaci=C3=B3n cie= nt=C3=ADfica, considerando:Autorizaci=C3=B3n institucional</spa= n>: el proyecto cuenta con la= autorizaci=C3=B3n del Gobierno Aut=C3=B3nomo Descentralizado de la Provinc= ia de Esmeraldas, entidad responsable de la infraestructura vial provincial= .Responsabilidad ambiental: todos los estudios de campo se realizaron minimizando el = impacto ambiental, siguiendo protocolos de manejo de residuos y restauraci= =C3=B3n de =C3=A1reas intervenidas.Participaci=C3=B3n comunitar= ia: se implementaron p= rocesos de socializaci=C3=B3n con las comunidades beneficiarias, garantizan= do su derecho a la informaci=C3=B3n y participaci=C3=B3n en el proyecto.</s= pan>Integridad cient=C3=ADfica: los datos recolectados y an=C3=A1lisis realizados se basaron= en metodolog=C3=ADas t=C3=A9cnicas reconocidas, garantizando la veracidad = y confiabilidad de los resultados.Confidencialidad:<span= style=3D"font-family:'Times New Roman'"> se respet=C3=B3 la confidencialid= ad de informaci=C3=B3n sensible relacionada con propiedades privadas y aspe= ctos de seguridad del proyecto.La metodolog=C3=ADa empleada garantiza la obtenci= =C3=B3n de resultados t=C3=A9cnicamente fundamentados y =C3=A9ticamente res= ponsables, proporcionando una base s=C3=B3lida para la toma de decisiones e= n la rehabilitaci=C3=B3n de la infraestructura vial rural estudiada.= 3.= Resultados<= span style=3D"font-family:'Times New Roman'; font-style:italic">3.1. Caract= erizaci=C3=B3n topogr=C3=A1fica y geom=C3=A9trica de la v=C3=ADa= El levantamiento t= opogr=C3=A1fico revel=C3=B3 que la v=C3=ADa Yee-Vuelta Larga<sp= an style=3D"font-family:'Times New Roman'"> presenta una longitud total de = 27.5 km como se muestra en la <a href=3D"#fig1" style=3D"text-decora= tion:none">Figura 1</a= > con variaciones significati= vas en su geometr=C3=ADa. El an=C3=A1lisis del modelo digital del terreno m= ostr=C3=B3 que la v=C3=ADa atraviesa terreno ondulado con pendientes longit= udinales que var=C3=ADan entre 0.5% y 8%, cumpliendo con las especificacion= es t=C3=A9cnicas para v=C3=ADas rurales seg=C3=BAn las normas del MTOP (200= 2). El ancho de calzada existente oscila entre 8.0 y 8.5 metros, requiriend= o homogenizaci=C3=B3n para garantizar condiciones de seguridad adecuadas.</= span><a id=3D"fig1"= >Figura 1</a>Localiza= ci=C3=B3n de sitio de estudio<img s= rc=3D"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAWgAAAGCCAYAAADNOlkxAAA= ABHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQBlSsOGwAAIABJREFUeJzsvcmvLVd25vfbbU= Sc7t53X0sySSazsbqsMlyNCyqhAEEWyiPbqBrZ8KSmlqcFeOShJwL8RxjwxAPDgEtAJUoDA57Ic= LmsJlUSpOzJ5Otve5qI2K0Ha5/zyBSZzAQESAYYAPneu+fcc05E7L3Wt77vW+uoWmvly+PL48vj= y+PL42/dof+mP8CXx5fHl8eXx5fHZx9fBugvjy+PL48vj7+lh/28B0qppJTIuQDwV3mQX4AZqfX= nfPYnn6V+9lO/4OFPPe3N/36+l1F/9eelVH5RNujnORulPv1Ipbbn/tWf/yKX/PMOpdTpPWutn3= rdX+Dqf+5xfI2f/v36Wa+pPnH+9RPn+Dlvrn/6s//c6+qzDsVnXVB1evOfeu1fZLl/xt/UZ52U+= vzHlHpzvj/r3tdPXLdPPUV94g8l76BUe/7xun3ma372NT1erc/4pKcHj59DqU/+xme8wk89//i8= X/RefvLcgDf785P7vf1Mfdam/jmOn/mZPicefN71+8LXbJfHaI13HmPM5wfolDP/0//yb/jTP//= BaSPnUlqwLZRaKKW8+Yy1AJVS5MLXmqm1AO15VGqplCrPrTVzXFW1VkpNlJKp7XNWreXiK8BoCl= 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Esta infraestructura de drenaje existente constituye un ac= tivo importante que debe ser considerado en el plan de rehabilitaci=C3=B3n,= requiriendo principalmente actividades de limpieza y mantenimiento prevent= ivo.<a id=3D"tabla1">Tabla 1</a>Inventario de obras de ar= te existentes en la v=C3=ADa Yee-Vuelta Larga<table style=3D"wid= th:100%; margin-right:auto; margin-left:auto; margin-bottom:0pt; padding:0p= t; border-collapse:collapse"><tr style=3D"height:14.3pt"><td style=3D"width= :22.84%; border-top:0.75pt solid #000000; border-bottom:0.75pt solid #00000= 0; padding:0pt 3.5pt; vertical-align:middle">Tipo de Obra</td>= <td style=3D"width:20.78%; border-top:0.75pt solid #000000; border-bottom:0= .75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">Cantidad</= span></td><td style=3D"width:21%; border-top:0.75pt solid #000000; bord= er-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle"><= p style=3D"margin-left:21.3pt; margin-bottom:0pt; text-align:center; line-h= eight:normal; font-size:10pt">Estado General</td><td style=3D"width:35.38%; border-top:0.75pt= solid #000000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vert= ical-align:middle">Intervenci=C3=B3n Requerida</td></tr><tr st= yle=3D"height:14.3pt"><td style=3D"width:22.84%; padding:0pt 3.5pt; vertica= l-align:middle">Alcantarillas</td><td style=3D"width:20.78%; p= adding:0pt 3.5pt; vertical-align:middle"><sp= an style=3D"font-family:'Times New Roman'">48</td><td style=3D"w= idth:21%; padding:0pt 3.5pt; vertical-align:middle">Funcional<= /td><td style=3D"width:35.38%; padding:0pt 3.5pt; vertical-align:middle"><p= style=3D"margin-left:21.3pt; margin-bottom:0pt; text-align:center; line-he= ight:normal; font-size:10pt">= Limpieza y mantenimiento</td></tr><tr style=3D"height:14.3pt"><t= d style=3D"width:22.84%; padding:0pt 3.5pt; vertical-align:middle">Puente= s</td><td style=3D"width:20.78%; padding:0pt 3.5pt; vertical-ali= gn:middle">7</td><td style=3D"width:21%; padding:0pt 3.5pt; ve= rtical-align:middle">Variable</td><td style=3D"width:35.38%; p= adding:0pt 3.5pt; vertical-align:middle"><sp= an style=3D"font-family:'Times New Roman'">Evaluaci=C3=B3n estructural</spa= n></td></tr><tr style=3D"height:14.3pt"><td style=3D"width:22.84%; padd= ing:0pt 3.5pt; vertical-align:middle">Cunetas</td><td style=3D= "width:20.78%; padding:0pt 3.5pt; vertical-align:middle">15.2 km</= p></td><td style=3D"width:21%; padding:0pt 3.5pt; vertical-align:middle"><p= style=3D"margin-left:21.3pt; margin-bottom:0pt; text-align:center; line-he= ight:normal; font-size:10pt">= Deficiente</td><td style=3D"width:35.38%; padding:0pt 3.5pt; ver= tical-align:middle">Reconstrucci=C3=B3n</td></tr><tr style=3D"= height:14.3pt"><td style=3D"width:22.84%; border-bottom:0.75pt solid #00000= 0; padding:0pt 3.5pt; vertical-align:middle">Se=C3=B1alizaci=C3=B3n</span= ></td><td style=3D"width:20.78%; border-bottom:0.75pt solid #000000; pa= dding:0pt 3.5pt; vertical-align:middle"><spa= n style=3D"font-family:'Times New Roman'">Inexistente</td><td st= yle=3D"width:21%; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; ve= rtical-align:middle">-</td><td style=3D"width:35.38%; border-b= ottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">Imp= lementaci=C3=B3n completa</td></tr></table>Nota: Levantamiento topogr=C3=A1fico del pr= oyectoE= l an=C3=A1lisis geom=C3=A9trico evidenci=C3=B3 la necesidad de mejoras en e= l dise=C3=B1o horizontal y vertical para optimizar las condiciones de circu= laci=C3=B3n. Las curvas horizontales existentes presentan radios m=C3=ADnim= os de 230 metros, cumpliendo con los est=C3=A1ndares para la velocidad de d= ise=C3=B1o adoptada de 60 km/h. Sin embargo, la combinaci=C3=B3n de alineam= ientos horizontales y verticales requiere ajustes para mejorar la visibilid= ad y seguridad vial.3.2. An=C3=A1lisis del tr=C3=A1fico vehicul= arLos c= onteos de tr=C3=A1fico realizados durante tres d=C3=ADas consecutivos permi= tieron determinar un TPDA actual de 44 veh=C3=ADculos/d=C3=ADa, con una com= posici=C3=B3n vehicular de 75% veh=C3=ADculos livianos, 15% buses y 10% cam= iones. Esta distribuci=C3=B3n es t=C3=ADpica de v=C3=ADas rurales en Ecuado= r, donde predomina el tr=C3=A1fico liviano con presencia moderada de transp= orte p=C3=BAblico y carga.La proyecci=C3=B3n del tr=C3=A1fico a 20 a=C3=B1os, util= izando una tasa de crecimiento del 2.5% anual, estima un TPDA futuro de 209= veh=C3=ADculos/d=C3=ADa. Como se observa en la <a href=3D"#fig2" st= yle=3D"text-decoration:none">= Figura 2</a>, el creci= miento proyectado muestra una tendencia sostenida que justifica la inversi= =C3=B3n en infraestructura de pavimento flexible con capacidad estructural = adecuada para soportar las cargas futuras. <= span style=3D"font-family:'Times New Roman'; font-weight:bold; font-style:n= ormal; color:#000000"> <a id=3D"fig2">Figura 2</a>Proyecci=C3=B3n = del tr=C3=A1fico vehicular para el per=C3=ADodo de dise=C3=B1o<p= style=3D"margin-left:21.25pt; margin-bottom:0pt; text-align:center; line-h= eight:115%; font-size:10pt"><img src=3D"data:image/png;base64,iVBORw0KGgoAA= AANSUhEUgAAAeIAAAEZCAYAAABLvCZ5AAAABHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQB= lSsOGwAAIABJREFUeJzs3Xd4HNXZ8OHfzGzf1a66ZDVLsqotWe7GvWFjOhgINQQcIIFAApiSFwI= hkAJvEhJIPkhI6CW8kNAJxb1hGzfcZVuSLctW79L22ZnvD+HFwgZsLGklc+7rMhdazc48O9rdZ8= 6cc54j6bquIwiCIAhCRMiRDkAQBEEQvstEIhYEQRCECBKJWBAEQRAiSCRiQRAEQYggkYgFQRAEI= 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AqFSCQSDA4OMnnyZAKBAIcPH+a6665jwYIFLF26lJkzZ7JkyRIURUHTNILBIKqq5gxZMpnkpZde= IpVKccMNN2C32z/+4heQYDCI1+tFFEXi8TizZs3i5MmT9PT0cPXVV1NTU8OyZcuoqanhkksuwe/= 38/LLL6MoCqtXryaTyRCNRpk1axaHDh0ik8mwYMGCs/S44MuXRiOnqzj0UKXTaSRJQhTFs75XFA= VFUTAYDLmc2NBxQ/H/kVjidC49TpfnXN+fLvvQ30P54aFw9XDzUTmHRrtDYc1MJoOiKLnPQ98Ph= aiH9FBVNddOo0GPIXlkWc7dZwCDwXBWrvF0PU7/3UhwrvYYqnYkCEJu9vSQHplMBkEQcqsiTm+P= TCYzqvrVUFWzIT1UVc19PtfxgiCQSqVyIfqR4Fz9aigk+tHfneu+D/1/aPb+aNHjXPJ89P10LtL= pNKIojtgqnHPpoWnaGfIM6THU5yRJyjlqp7fHR4/LnfezYIh1dHR0dHRGK5/6HLGOzmeRoYIPQ9= EPHR2d0cvoqLiho6PzifF6vdTX11NeXk5tbS2CINDV1cWf//xnXC4XN9xww4iFi3V0dD4e3RDr6= IxhVFXlj3/8Iz/+8Y+ZPHkymzZtwm6309fXx7Rp03L5dkVR6OrqwufzMX78+HPO3NTR0RkZdEOs= ozOGGRgY4MUXX+Suu+5i48aNvPfee4wbN466ujqWLFnC8ePH+dWvfoXVauWuu+6ipKSE1tZW3nz= zTaqrq0dafB0dHfQcsY7OmEXTNJqbm/F6vZSWluJ2u3nppZdylYgefPBBZs2ahdfr5fnnn2fhwo= U89dRTyLLMyy+/PNLi6+jonEI3xDo6YxRFUXj11VfxeDy0tbUxffr0XPlAWZZzJQE1TWPevHk0N= jby9NNPk06nR/22pDo6nyX05Us6OmMURVE4ePAgJpOJyZMnE41GaWhooKKigsOHD7N06VKampoo= LCwkPz+fvXv30tXVRVVVFUuWLBmR2r06OjpnoxtiHR0dHR2dEUQPTevo6Ojo6IwguiHW0dHR0dE= ZQXRDrKOjo6OjM4LohlhHR0dHR2cE+X/C8a0YuAOyjQAAAABJRU5ErkJggg=3D=3D" width=3D= "482" height=3D"281" alt=3D"" />Fuente: Estudio de tr=C3=A1fico del proyec= toEl an= =C3=A1lisis de ejes equivalentes result=C3=B3 en 2.1 =C3=97 10=E2=81=B5 ESA= Ls para el per=C3=ADodo de dise=C3=B1o, clasificando la v=C3=ADa en la cate= gor=C3=ADa de tr=C3=A1fico bajo seg=C3=BAn los criterios AASHTO. Este valor= es fundamental para el dimensionamiento de la estructura del pavimento y c= onfirma la viabilidad t=C3=A9cnica y econ=C3=B3mica del pavimento flexible = propuesto.3.3. Caracterizaci=C3=B3n geot=C3=A9cnica de la subra= santeLo= s estudios de mec=C3=A1nica de suelos revelaron variaciones significativas = en las caracter=C3=ADsticas de la subrasante a lo largo del trazado. Los va= lores de CBR oscilan entre 3.42% y 11.34%, con un valor promedio de 6.8%, i= ndicando suelos de capacidad portante baja a media seg=C3=BAn la clasificac= i=C3=B3n AASHTO.En la <a href=3D"#tabla2" style=3D"text-decoration:none"><s= pan class=3D"Hyperlink" style=3D"font-family:'Times New Roman'; font-weight= :bold; text-decoration:none; color:#000000">Tabla 2</a> se presenta la distribuci=C3=B3n de los= valores de CBR por sectores homog=C3=A9neos, evidenciando la necesidad de = tratamientos diferenciados seg=C3=BAn las condiciones locales del suelo. Lo= s sectores con CBR inferior al 5% requieren mejoramiento de la subrasante m= ediante estabilizaci=C3=B3n mec=C3=A1nica o qu=C3=ADmica.<a id=3D"tabla2">Tabla 2= </a>Caracterizaci=C3=B3n geot=C3=A9cnica de la subr= asante por sectores<table style=3D"width:100%; margin-right:auto= ; margin-left:auto; margin-bottom:0pt; padding:0pt; border-collapse:collaps= e"><tr style=3D"height:14.3pt"><td style=3D"width:6.98%; border-top:0.75pt = solid #000000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; verti= cal-align:middle">Sector</t= d><td style=3D"width:16.98%; border-top:0.75pt solid #000000; border-bottom= :0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">Abscisa= (km)</td><td style=3D"width:12.42%; border-top:0.75pt solid #00= 0000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align= :middle">CBR (%)</td><td style=3D"width:19.62%; border-top:0.75= pt solid #000000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; ve= rtical-align:middle">Clasificaci=C3=B3n SUCS</td><td style=3D"w= idth:22.24%; border-top:0.75pt solid #000000; border-bottom:0.75pt solid #0= 00000; padding:0pt 3.5pt; vertical-align:middle">Clasificaci=C3=B3n AASHTO= </td><td style=3D"width:21.76%; border-top:0.75pt solid #000000;= border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:midd= le">Tratamiento Requerido</td></tr><tr style=3D"height:14.3pt">= <td style=3D"width:6.98%; padding:0pt 3.5pt; vertical-align:middle">1</spa= n></td><td style=3D"width:16.98%; padding:0pt 3.5pt; vertical-align:mid= dle">0+000 - 5+000</td><td style=3D"width:12.42%; padding:0pt 3= .5pt; vertical-align:middle">8.5</td><td style=3D"width:19.62%;= padding:0pt 3.5pt; vertical-align:middle"><s= pan style=3D"font-family:'Times New Roman'">CL</td><td style=3D"= width:22.24%; padding:0pt 3.5pt; vertical-align:middle">A-6</td= ><td style=3D"width:21.76%; padding:0pt 3.5pt; vertical-align:middle">Ning= uno</td></tr><tr style=3D"height:14.3pt"><td style=3D"width:6.98= %; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:mi= ddle">2</td><td style=3D"width:16.98%; border-bottom:0.75pt sol= id #000000; padding:0pt 3.5pt; vertical-align:middle">5+000 - 10+000</span= ></td><td style=3D"width:12.42%; border-bottom:0.75pt solid #000000; pa= dding:0pt 3.5pt; vertical-align:middle"><span= style=3D"font-family:'Times New Roman'">4.2</td><td style=3D"wi= dth:19.62%; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical= -align:middle">CH</td><td style=3D"width:22.24%; border-bottom:= 0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">A-7-6</spa= n></td><td style=3D"width:21.76%; border-bottom:0.75pt solid #000000; p= adding:0pt 3.5pt; vertical-align:middle"><spa= n style=3D"font-family:'Times New Roman'">Estabilizaci=C3=B3n</t= d></tr></table>Tabla 2</= span>Caracterizaci=C3=B3n geot=C3=A9cnica de la sub= rasante por sectores (continuaci=C3=B3n)<table style=3D"width:10= 0%; margin-right:auto; margin-left:auto; margin-bottom:0pt; padding:0pt; bo= rder-collapse:collapse"><tr style=3D"height:14.3pt"><td style=3D"width:7.6%= ; border-top:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle= ">Sector= </td><td style=3D"width:19.76%; border-top:0.75pt solid #000000; padding:0p= t 3.5pt; vertical-align:middle">Abscisa (km)</td><td style=3D= "width:11.64%; border-top:0.75pt solid #000000; padding:0pt 3.5pt; vertical= -align:middle">CBR (%)</td><td style=3D"width:18.74%; border-to= p:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">Clasifi= caci=C3=B3n SUCS</td><td style=3D"width:21.36%; border-top:0.75p= t solid #000000; padding:0pt 3.5pt; vertical-align:middle">Clasificaci=C3= =B3n AASHTO</td><td style=3D"width:20.9%; border-top:0.75pt soli= d #000000; padding:0pt 3.5pt; vertical-align:middle">Tratamiento Requerido= </td></tr><tr style=3D"height:14.3pt"><td style=3D"width:7.6%; b= order-top:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle"><= p style=3D"margin-left:21.3pt; margin-bottom:0pt; text-align:center; line-h= eight:normal; font-size:8pt">= 3</td><td style=3D"width:19.76%; border-top:0.75pt solid #000000= ; padding:0pt 3.5pt; vertical-align:middle"><= span style=3D"font-family:'Times New Roman'">10+000 - 15+000</td= ><td style=3D"width:11.64%; border-top:0.75pt solid #000000; padding:0pt 3.= 5pt; vertical-align:middle">11.3</td><td style=3D"width:18.74%;= border-top:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle"= >SC</td><td style=3D"width:21.36%; border-top:0.75pt solid #000= 000; padding:0pt 3.5pt; vertical-align:middle">A-2-4</td><td st= yle=3D"width:20.9%; border-top:0.75pt solid #000000; padding:0pt 3.5pt; ver= tical-align:middle">Ninguno</td></tr><tr style=3D"height:14.3pt= "><td style=3D"width:7.6%; padding:0pt 3.5pt; vertical-align:middle">4</sp= an></td><td style=3D"width:19.76%; padding:0pt 3.5pt; vertical-align:mi= ddle">15+000 - 20+000</td><td style=3D"width:11.64%; padding:0p= t 3.5pt; vertical-align:middle">3.4</td><td style=3D"width:18= .74%; padding:0pt 3.5pt; vertical-align:middle">CH</td><td styl= e=3D"width:21.36%; padding:0pt 3.5pt; vertical-align:middle">A-7-6<= /p></td><td style=3D"width:20.9%; padding:0pt 3.5pt; vertical-align:middle"= >Estabilizaci=C3=B3n</td></tr><tr style=3D"height:14.3pt"><td s= tyle=3D"width:7.6%; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; = vertical-align:middle">5</td><td style=3D"width:19.76%; border-= bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">20+= 000 - 27+500</td><td style=3D"width:11.64%; border-bottom:0.75pt= solid #000000; padding:0pt 3.5pt; vertical-align:middle">7.8</= td><td style=3D"width:18.74%; border-bottom:0.75pt solid #000000; padding:0= pt 3.5pt; vertical-align:middle">CL</td><td style=3D"width:21.= 36%; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:= middle">A-6</td><td style=3D"width:20.9%; border-bottom:0.75pt = solid #000000; padding:0pt 3.5pt; vertical-align:middle">Ninguno</p= ></td></tr></table>Nota: Estudio de mec=C3=A1nica de suelos del proyecto<sp= an style=3D"font-family:'Times New Roman'">La clasificaci=C3=B3n de suelos = mostr=C3=B3 predominancia de arcillas de baja a media plasticidad (CL) y ar= cillas de alta plasticidad (CH), con presencia localizada de arenas arcillo= sas (SC). Esta variabilidad requiere un dise=C3=B1o de pavimento que consid= ere las condiciones m=C3=A1s cr=C3=ADticas y establezca especificaciones di= ferenciadas por sectores.3.4. Evaluaci=C3=B3n del estado del pa= vimento existenteLa evaluaci=C3=B3n mediante el m=C3=A9todo PCI revel=C3=B3 condic= iones variables del pavimento existente. Los primeros 16 km presentan carpe= ta asf=C3=A1ltica con PCI promedio de 45 (regular), mientras que el tramo r= estante cuenta con doble tratamiento superficial con PCI de 25 (pobre). Las= fallas predominantes incluyen fisuramiento por fatiga, baches, deformacion= es permanentes y p=C3=A9rdida de agregados.Como se muestra en la <a href=3D= "#fig3" style=3D"text-decoration:none">Figura 3</a>= la distribuci=C3=B3n de fallas evidencia la necesidad de intervenciones di= ferenciadas seg=C3=BAn el tipo y severidad de los deterioros. El 60% de la = superficie requiere rehabilitaci=C3=B3n mayor, el 30% rehabilitaci=C3=B3n m= enor y solo el 10% mantenimiento preventivo.<a id=3D"fig3">Figura 3</a>Distribuci=C3=B3n de fallas en el pavimento existente<= /p><img sr= c=3D"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAi0AAADOCAYAAADypjJ3AAAA= BHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQBlSsOGwAAIABJREFUeJzt3Xl8VHWe7/9Xpaq= SVMgCIYQAkQTZwbCIIuIoNI23xYsOyoWLNPaIDbhcH+NvRHtoe4H20Qo6fdvp2zhougVFCWhLgw= NtIxoioGw2axJWkV1CCNlDpfbfHzFFlsoCWWrJ+/l45CFVZ/ueIiFvP5/vOcfAdfB4PJ7rWV9ER= ESkMQaDwdDsdRtbqJAiIiIi7amxENPgAgUWERER8YeGgku9NxVWREREJBDUDS+1XiiwiIiISCCp= GVxM/hyIiMDktTsbXb5x6p0ATHlpS6Prrf/1hFYbk4hIIPKGFlVZRNpGU6GktTQWahRoRCRYeTw= eT3W1xVT9hn+HJBIa2iugXC9fgUZBRkSCRXVwUXtIpIUCNag0pW6QUYgRkUCn0CJynYI1pDRFIU= ZEAl2YvwcgEgx+M/c9fw+h3U15aYv3S0QkEJg0n0XEt44YVBpSHVxUfRERf/F4PB6DQotIbY2Fl= YV/ehRo3xZRcy95bm8KMCLS3jSnRQRVVW6Eqi8i0t4UWqRDU1hpOYUXEWkvag9Jh9SSsNLeLaJA= bQ81RgFGRNqCKi3Soaiy0j5UfRGRtqBLnqXDUGBpf8FUHRKRwKf2kIS8tggr7dkiCsb2kC+quoh= 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SU1qy4+Pt+MNK2FFhEOh6FFgk4rRE2/HV5s7QPBRaRjkmhRQJSa1VJFFhCjwKLSMel0CIB60aDi= +axhC4FFpGOTaFFAtr1BhfNYwldCiwiotAiAa+5QUTzWEKXAouIgEKLBInrqaAosISOcev+W4FF= RLx0nxYJOr7u5aJ5LKFHYUVE6lKlRYJO3aqL5rGEHgUWEfFFoUWCkq+goipLaFBgEZGGqD0kIUG= BJfgprIhIU1RpERG/U2ARkeZQpUVChqotwUdhRUSuh0KLhByFl+CgwCIi10vtIQk5+mUY+PR3JC= I3QpUWCWmqugQWhRURaQmFFukQFF78S2FFRFqDQot0KAov7UthRURak0KLdDgKLm1PYUVE2oJCi= 3RYCi9tQ4FFRNqKQot0eAovLaegIiLtQaFFpAYFmOujsCIi7UmhRcQHhZfGKayIiD8otIg0QQGm= ioKKiPibQovIdehoAUZBRUQCiQFAwUXk+oVqgFFQEZFAZDAYDAotIq0kWEOMQoqIBAOFFpE2Fmh= BRgFFRIKVQouIH7RXkFFAEZFQUZ1XDNVvKLiIiIhIIKoXWkDBRURERAJLdWABCPPnQEREREQaUj= OwQJ1KC6jaIiIiIv5XN7CAj9BSTeFFRERE/MFXYIFGQgsouIiIiEj7aSiseJdfz84UYkRERKQ1N= RVUavr/AZW+toS0Br6LAAAAAElFTkSuQmCC" width=3D"557" height=3D"206" alt=3D"" = />Fuente: Evaluaci=C3=B3n PCI del pavimento existenteLos resultados de la evalu= aci=C3=B3n PCI confirman la necesidad urgente de rehabilitaci=C3=B3n integr= al de la v=C3=ADa, justificando la inversi=C3=B3n propuesta y validando el = enfoque metodol=C3=B3gico adoptado para el dise=C3=B1o de la nueva estructu= ra de pavimento.3.5. Dise=C3=B1o hidrol=C3=B3gico y sistema de = drenaje= El an=C3=A1lisis hidrol=C3=B3gico, basado en datos del INAMHI, estableci=C3= =B3 una precipitaci=C3=B3n media anual de 2,200 mm con intensidades m=C3=A1= ximas de 120 mm/h para per=C3=ADodo de retorno de 25 a=C3=B1os. Estas condi= ciones clim=C3=A1ticas extremas requieren un sistema de drenaje robusto par= a garantizar la durabilidad de la infraestructura vial.El dise=C3=B1o del sistema= de drenaje contempla cunetas laterales con secci=C3=B3n triangular de 1.0 = m de ancho y 0.5 m de profundidad, capaces de conducir caudales de hasta 2.= 5 m=C2=B3/s. Las alcantarillas existentes, en su mayor=C3=ADa funcionales, = requieren =C3=BAnicamente limpieza y mantenimiento preventivo, representand= o un ahorro significativo en los costos del proyecto.= En la <a href=3D"#tabl= a3" style=3D"text-decoration:none">Tabla 3</a> se p= resenta el dimensionamiento de las obras de drenaje propuestas, considerand= o los caudales de dise=C3=B1o calculados mediante el m=C3=A9todo racional y= las velocidades m=C3=A1ximas admisibles para prevenir erosi=C3=B3n.= <a id=3D"tabla3">Tab= la 3</a>Dimensionamiento de obras de drenaje= superficial<table style=3D"width:100%; margin-right:auto; margi= n-left:auto; margin-bottom:0pt; padding:0pt; border-collapse:collapse"><tr = style=3D"height:25.85pt"><td style=3D"width:21.12%; border-top:0.75pt solid= #000000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-a= lign:middle">Elemento</td><td style=3D"width:21.86%; border-to= p:0.75pt solid #000000; border-bottom:0.75pt solid #000000; padding:0pt 3.5= pt; vertical-align:middle">Dimensiones</td><td style=3D"width:= 16.68%; border-top:0.75pt solid #000000; border-bottom:0.75pt solid #000000= ; padding:0pt 3.5pt; vertical-align:middle">= Caudal de Dise=C3=B1o (m=C2= =B3/s)</td><td style=3D"width:22.3%; border-top:0.75pt solid #00= 0000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align= :middle">Velocidad (m/s)</td><td style=3D"width:18.04%; border= -top:0.75pt solid #000000; border-bottom:0.75pt solid #000000; padding:0pt = 3.5pt; vertical-align:middle">Longitud Total (m)</td></tr><tr = style=3D"height:27.2pt"><td style=3D"width:21.12%; padding:0pt 3.5pt; verti= cal-align:middle">Cunetas laterales</td><td style=3D"width:21.= 86%; padding:0pt 3.5pt; vertical-align:middle">1.0 x 0.5 m</td= ><td style=3D"width:16.68%; padding:0pt 3.5pt; vertical-align:middle">2.5= </td><td style=3D"width:22.3%; padding:0pt 3.5pt; vertical-align= :middle">2.8</td><td style=3D"width:18.04%; padding:0pt 3.5pt;= vertical-align:middle">55</td></tr><tr style=3D"height:27.2pt= "><td style=3D"width:21.12%; padding:0pt 3.5pt; vertical-align:middle">Al= cantarillas =C3=98 0.90 m</td><td style=3D"width:21.86%; padding= :0pt 3.5pt; vertical-align:middle">0.90 m</td><td style=3D"wid= th:16.68%; padding:0pt 3.5pt; vertical-align:middle">1.2</td><= td style=3D"width:22.3%; padding:0pt 3.5pt; vertical-align:middle">3.2</s= pan></td><td style=3D"width:18.04%; padding:0pt 3.5pt; vertical-align:m= iddle">1,44</td></tr><tr style=3D"height:27.2pt"><td style=3D"= width:21.12%; padding:0pt 3.5pt; vertical-align:middle">Alcantarillas =C3= =98 1.20 m</td><td style=3D"width:21.86%; padding:0pt 3.5pt; ver= tical-align:middle">1.20 m</td><td style=3D"width:16.68%; padd= ing:0pt 3.5pt; vertical-align:middle">2.0</td><td style=3D"wid= th:22.3%; padding:0pt 3.5pt; vertical-align:middle">3.5</td><t= d style=3D"width:18.04%; padding:0pt 3.5pt; vertical-align:middle">720</s= pan></td></tr><tr style=3D"height:27.2pt"><td style=3D"width:21.12%; bo= rder-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle"= >Canales de descarga</td><td style=3D"width:21.86%; border-bot= tom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">0.8 x= 0.6 m</td><td style=3D"width:16.68%; border-bottom:0.75pt solid= #000000; padding:0pt 3.5pt; vertical-align:middle">1.8</td><t= d style=3D"width:22.3%; border-bottom:0.75pt solid #000000; padding:0pt 3.5= pt; vertical-align:middle">3.0</td><td style=3D"width:18.04%; = border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middl= e">2,4</td></tr></table>Nota: Estudio hidrol=C3=B3gico del proyectoEl sistema de subdrenaje= incluye drenes longitudinales en sectores cr=C3=ADticos identificados dura= nte el reconocimiento de campo, donde se evidenci=C3=B3 la presencia de niv= eles fre=C3=A1ticos altos que podr=C3=ADan afectar la estabilidad de la est= ructura del pavimento.3.6. Dise=C3=B1o estructural del paviment= o flexibleLa aplicaci=C3=B3n de la metodolog=C3=ADa AASHTO 93 result=C3=B3 en una = estructura de pavimento flexible compuesta por tres capas: carpeta asf=C3= =A1ltica de 5 cm, base granular de 20 cm y subbase granular de 35 cm. Este = dise=C3=B1o considera las condiciones m=C3=A1s cr=C3=ADticas identificadas = en los estudios t=C3=A9cnicos y garantiza un per=C3=ADodo de servicio de 20= a=C3=B1os.El n=C3=BAmero estructural requerido (SN) calculado fue de 3.2, distrib= uido entre las diferentes capas seg=C3=BAn sus coeficientes estructurales y= condiciones de drenaje. La <a href=3D"#fig4" style=3D"text-decorati= on:none">Figura 4</a><= span style=3D"font-family:'Times New Roman'"> ilustra la secci=C3=B3n t=C3= =ADpica del pavimento propuesto con las especificaciones t=C3=A9cnicas de c= ada capa.<a id=3D"fig4">Figura 4</a>Secci=C3=B3n t=C3=AD= pica del pavimento flexible propuesto<img src=3D"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAagAAAE0CAYAAAB= 5Fqf4AAAABHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQBlSsOGwAAIABJREFUeJzsnXdgU1= XbwH83O2mapOneg1mgrAKyQQUEBEGWioCCoqgooICvoCJDBXGgiKKIyKoLEVFB1ofgQMFRZkuhB= Tro3k2TZt3vj9L7ElpHeXGg+f1DuTdn5uQ85zzneZ4jiKIo4sWLFy9evPzNkP3VFfDixYsXL14a= wiugvHjx4sXL3xKvgPLixYsXL39LFHV//BuPogRB+Kur4MWLFy9efgGF1Wpl27bPyc7OQiZreMI= WRVAq1ajV6n/MpC4IAgkJCbRu3fqvrso/EkEQUCqVyGTeTboXL14uD2HFildFpdJCt26JKJWKBj= 9UWWnHbtdiMpn/MQLKyx+LIAio1WpiYmK8Y8aLFy+XhdCjR1dx//73f3WlW1hYg49PKDqd7k+sm= pernbNnz2K1WomOjvaOHS9evDQaRWFh4W+qYWQyOXK5HACr1YrD4biswuRyORqNRsrrUux2Ozab= 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/>Fuente: Dise=C3=B1o estructural del pavimento<spa= n style=3D"font-family:'Times New Roman'">Los materiales especificados cump= len con las normas t=C3=A9cnicas del MTOP (2002) garantizando la calidad y = durabilidad de la estructura. La carpeta asf=C3=A1ltica utilizar=C3=A1 mezc= la en caliente con asfalto modificado, la base ser=C3=A1 de material granul= ar clase 1 y la subbase de material granular clase 3.= 3.7. An=C3= =A1lisis de costos y presupuesto del proyectoEl an=C3=A1lisis presupuestario detal= lado revel=C3=B3 un costo total de USD $4,206,465.58 para la rehabilitaci= =C3=B3n completa de los 27.5 km de v=C3=ADa. Como se muestra en la <= a href=3D"#tabla4" style=3D"text-decoration:none">Tabla 4</a> la distribuci=C3=B3n de costos por actividades principales evide= ncia que la estructura de pavimento representa el 65% del presupuesto total= , seguida por las obras de arte menor con el 20%. <= a id=3D"tabla4">Tabla 4</a>Distribuci=C3=B3n presupuestaria por actividades principales</= p><table style=3D"width:100%; margin-right:auto; margin-left:auto; margin-b= ottom:0pt; padding:0pt; border-collapse:collapse"><tr style=3D"height:38.75= pt"><td style=3D"width:27.02%; border-top:0.75pt solid #000000; border-bott= om:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">Activi= dad</td><td style=3D"width:23.26%; border-top:0.75pt solid #0000= 00; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:m= iddle">Costo (USD)</td><td style=3D"width:25.32%; border-top:0= .75pt solid #000000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt;= vertical-align:middle">Porcentaje (%)</td><td style=3D"width:= 24.38%; border-top:0.75pt solid #000000; border-bottom:0.75pt solid #000000= ; padding:0pt 3.5pt; vertical-align:middle">= Costo por km (USD/km)<= /p></td></tr><tr style=3D"height:27.2pt"><td style=3D"width:27.02%; padding= :0pt 3.5pt; vertical-align:middle">Actividades preliminares</t= d><td style=3D"width:23.26%; padding:0pt 3.5pt; vertical-align:middle">32= ,663</td><td style=3D"width:25.32%; padding:0pt 3.5pt; vertical-= align:middle">0.8</td><td style=3D"width:24.38%; padding:0pt 3= .5pt; vertical-align:middle">1,188</td></tr><tr style=3D"heigh= t:27.2pt"><td style=3D"width:27.02%; padding:0pt 3.5pt; vertical-align:midd= le">Estructura de pavimento</td><td style=3D"width:23.26%; pad= ding:0pt 3.5pt; vertical-align:middle"><span= style=3D"font-family:'Times New Roman'">2,733,893</td><td style= =3D"width:25.32%; padding:0pt 3.5pt; vertical-align:middle">65.0</= p></td><td style=3D"width:24.38%; padding:0pt 3.5pt; vertical-align:middle"= >99,414</td></tr><tr style=3D"height:27.2pt"><td style=3D"widt= h:27.02%; padding:0pt 3.5pt; vertical-align:middle">Obras de arte menor</= span></td><td style=3D"width:23.26%; padding:0pt 3.5pt; vertical-align:= middle">841,254</td><td style=3D"width:25.32%; padding:0pt 3.5= pt; vertical-align:middle">20.0</td><td style=3D"width:24.38%;= padding:0pt 3.5pt; vertical-align:middle"><= span style=3D"font-family:'Times New Roman'">30,591</td></tr><tr= style=3D"height:14.3pt"><td style=3D"width:27.02%; padding:0pt 3.5pt; vert= ical-align:middle">Se=C3=B1alizaci=C3=B3n</td><td style=3D"wid= th:23.26%; padding:0pt 3.5pt; vertical-align:middle">256,574</= td><td style=3D"width:25.32%; padding:0pt 3.5pt; vertical-align:middle">6= .1</td><td style=3D"width:24.38%; padding:0pt 3.5pt; vertical-al= ign:middle">9,33</td></tr><tr style=3D"height:40.75pt"><td sty= le=3D"width:27.02%; padding:0pt 3.5pt; vertical-align:middle">Plan de man= ejo ambiental</td><td style=3D"width:23.26%; padding:0pt 3.5pt; = vertical-align:middle">29,08</td><td style=3D"width:25.32%; pa= dding:0pt 3.5pt; vertical-align:middle"><spa= n style=3D"font-family:'Times New Roman'">0.7</td><td style=3D"w= idth:24.38%; padding:0pt 3.5pt; vertical-align:middle">1,057</= td></tr><tr style=3D"height:14.3pt"><td style=3D"width:27.02%; padding:0pt = 3.5pt; vertical-align:middle">Subtotal</td><td style=3D"width:= 23.26%; padding:0pt 3.5pt; vertical-align:middle">3,893,464</t= d><td style=3D"width:25.32%; padding:0pt 3.5pt; vertical-align:middle">92= .6</td><td style=3D"width:24.38%; padding:0pt 3.5pt; vertical-al= ign:middle">141,58</td></tr><tr style=3D"height:14.3pt"><td st= yle=3D"width:27.02%; padding:0pt 3.5pt; vertical-align:middle">IVA (15%)<= /span></td><td style=3D"width:23.26%; padding:0pt 3.5pt; vertical-align= :middle">467,216</td><td style=3D"width:25.32%; padding:0pt 3.= 5pt; vertical-align:middle">11.1</td><td style=3D"width:24.38%= ; padding:0pt 3.5pt; vertical-align:middle">= 16,99</td></tr><tr= style=3D"height:14.3pt"><td style=3D"width:27.02%; border-bottom:0.75pt so= lid #000000; padding:0pt 3.5pt; vertical-align:middle">TOTAL</= td><td style=3D"width:23.26%; border-bottom:0.75pt solid #000000; padding:0= pt 3.5pt; vertical-align:middle">4,360,680</td><td style=3D"wi= dth:25.32%; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical= -align:middle">103.7</td><td style=3D"width:24.38%; border-bot= tom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">158,5= 7</td></tr></table>Nota: Presupuesto detallado del proyecto <spa= n style=3D"font-family:'Times New Roman'">El costo por kil=C3=B3metro de US= D $158,570 es competitivo comparado con proyectos similares en Ecuador, con= siderando las especificaciones t=C3=A9cnicas adoptadas y las condiciones pa= rticulares del proyecto. Este valor incluye todos los componentes necesario= s para garantizar una infraestructura vial de calidad y durabilidad adecuad= a.4. Discusi=C3=B3n = Los resultados obtenidos confirman la viabilidad t=C3=A9cnica y econ= =C3=B3mica del plan estrat=C3=A9gico propuesto para la rehabilitaci=C3=B3n = de la v=C3=ADa Yee-Vuelta Larga. La metodolog=C3=ADa AASHTO 93 aplicada para el dise=C3=B1o = del pavimento flexible demostr=C3=B3 su efectividad en proyectos similares = en Ecuador, como lo evidencian estudios previos realizados en v=C3=ADas rur= ales con caracter=C3=ADsticas comparables (Arregui, 2016; Reinoso & San= mart=C3=ADn, 2022; Ald=C3=A1s et al., 2024).La variabilidad de los valores de CBR = (3.42% a 11.34%) es consistente con estudios similares en la regi=C3=B3n co= stera ecuatoriana, donde predominan suelos arcillosos de origen aluvial con= capacidad portante variable. Esta condici=C3=B3n requiere un enfoque difer= enciado en el tratamiento de la subrasante, similar a lo reportado por Rom= =C3=A1n et al. (2024) en su an=C3=A1lisis de infraestructura vial rural.</s= pan>El TPDA ac= tual de 44 veh=C3=ADculos/d=C3=ADa es t=C3=ADpico de v=C3=ADas rurales en E= cuador, pero la proyecci=C3=B3n a 209 veh=C3=ADculos/d=C3=ADa en 20 a=C3=B1= os refleja el potencial de desarrollo econ=C3=B3mico que puede generar la m= ejora de la conectividad. Estudios internacionales demostraron que las inve= rsiones en infraestructura vial rural pueden incrementar el tr=C3=A1fico en= tre 3 y 5 veces en per=C3=ADodos de 15-20 a=C3=B1os, validando las proyecci= ones realizadas.La integraci=C3=B3n de consideraciones ambientales en el dise=C3= =B1o, particularmente el sistema de drenaje robusto es fundamental dada la = alta pluviosidad de la regi=C3=B3n (2,200 mm anuales). Esta aproximaci=C3= =B3n es consistente con las recomendaciones de Monta=C3=B1o-Ca=C3=B1ola &am= p; Espinoza-Correa (2022) sobre la importancia de sistemas de drenaje soste= nibles en v=C3=ADas de Esmeraldas.El costo total del proyecto USD $4.2 millones re= presenta una inversi=C3=B3n significativa pero justificada considerando los= beneficios socioecon=C3=B3micos esperados. El an=C3=A1lisis costo-benefici= o, aunque no detallado en este estudio, sugiere una relaci=C3=B3n favorable= considerando la reducci=C3=B3n de costos de operaci=C3=B3n vehicular, tiem= po de viaje y acceso a mercados que generar=C3=A1 la rehabilitaci=C3=B3n de= la v=C3=ADa.4.1 Limitaciones del estudio= Es importante reconocer las l= imitaciones del presente estudio. Los conteos de tr=C3=A1fico se realizaron= durante un per=C3=ADodo limitado (3 d=C3=ADas), lo que podr=C3=ADa no capt= urar completamente las variaciones estacionales del tr=C3=A1fico. Estudios = futuros deber=C3=ADan considerar conteos durante diferentes =C3=A9pocas del= a=C3=B1o para validar las proyecciones realizadas.<s= pan style=3D"font-family:'Times New Roman'">La caracterizaci=C3=B3n geot=C3= =A9cnica, aunque representativa, se bas=C3=B3 en calicatas cada kil=C3=B3me= tro, lo que podr=C3=ADa no detectar variaciones locales significativas del = suelo. La implementaci=C3=B3n del proyecto deber=C3=ADa incluir investigaci= ones geot=C3=A9cnicas complementarias durante la fase de construcci=C3=B3n.= El an= =C3=A1lisis econ=C3=B3mico se limit=C3=B3 a los costos directos de construc= ci=C3=B3n, sin incluir un an=C3=A1lisis detallado de beneficios socioecon= =C3=B3micos o costos de ciclo de vida. Investigaciones futuras podr=C3=ADan= incorporar estos aspectos para una evaluaci=C3=B3n m=C3=A1s integral del p= royecto.Los resultados obtenidos demuestran que el plan estrat=C3=A9gico propuesto= constituye una soluci=C3=B3n t=C3=A9cnicamente fundamentada y econ=C3=B3mi= camente viable para la rehabilitaci=C3=B3n de la v=C3=ADa Yee-Vuelta L= arga, con potencial de= replicaci=C3=B3n en proyectos similares de infraestructura vial rural en E= cuador.5. Conclusiones= <ul style=3D"margin:0pt; padding-left:0pt"><li class=3D"ListParagraph" = style=3D"margin-left:32.33pt; margin-bottom:0pt; text-align:justify; line-h= eight:115%; padding-left:3.67pt; font-family:serif; font-size:12pt">La presente investigaci=C3=B3n desar= rollo un plan estrat=C3=A9gico integral para la rehabilitaci=C3=B3n de la v= =C3=ADa Yee-Vuelta Larga que constituye un aporte significativo al conocimiento cient=C3=ADf= ico en el =C3=A1rea de infraestructura vial rural. Los resultados obtenidos= mediante la aplicaci=C3=B3n de metodolog=C3=ADas t=C3=A9cnicas reconocidas= internacionalmente demuestran la viabilidad de implementar soluciones sost= enibles y replicables para el mejoramiento de la conectividad rural en Ecua= dor.</li><li class=3D"ListParagraph" style=3D"margin-left:32.33pt; m= argin-bottom:0pt; text-align:justify; line-height:115%; padding-left:3.67pt= ; font-family:serif; font-size:12pt">El dise=C3=B1o estructural del pavimento flexible fundamentado en l= a metodolog=C3=ADa AASHTO 93, resulto en una propuesta t=C3=A9cnicamente op= timizada que considera las condiciones espec=C3=ADficas del proyecto: tr=C3= =A1fico proyectado de 209 veh=C3=ADculos/d=C3=ADa, caracter=C3=ADsticas geo= t=C3=A9cnicas variables de la subrasante (CBR entre 3.42% y 11.34%) y condi= ciones clim=C3=A1ticas extremas de la regi=C3=B3n costera ecuatoriana. La e= structura propuesta, compuesta por carpeta asf=C3=A1ltica de 5 cm, base gra= nular de 20 cm y subbase granular de 35 cm, garantiza un per=C3=ADodo de se= rvicio de 20 a=C3=B1os con niveles de confiabilidad adecuados para v=C3=ADa= s rurales.</li><li class=3D"ListParagraph" style=3D"margin-left:32.3= 3pt; margin-bottom:0pt; text-align:justify; line-height:115%; padding-left:= 3.67pt; font-family:serif; font-size:12pt">La integraci=C3=B3n de un sistema de drenaje robusto, dimensi= onado para las condiciones de alta pluviosidad de Esmeraldas (2,200 mm anua= les), constituye un elemento diferenciador que asegura la durabilidad de la= infraestructura vial. El aprovechamiento de las obras de arte existentes (= 48 alcantarillas y 7 puentes) mediante estrategias de mantenimiento y rehab= ilitaci=C3=B3n optimiza significativamente los recursos disponibles, demost= rando la importancia de realizar diagn=C3=B3sticos integrales previos a la = intervenci=C3=B3n.</li><li class=3D"ListParagraph" style=3D"margin-l= eft:32.33pt; margin-bottom:0pt; text-align:justify; line-height:115%; paddi= ng-left:3.67pt; font-family:serif; font-size:12pt">El an=C3=A1lisis econ=C3=B3mico revela que la inversi= =C3=B3n de USD $4,206,465.58 para 27.5 km de v=C3=ADa representa un costo c= ompetitivo de USD $152,962 por kil=C3=B3metro, considerando las especificac= iones t=C3=A9cnicas adoptadas y las condiciones particulares del proyecto. = Esta inversi=C3=B3n se justifica plenamente considerando el impacto socioec= on=C3=B3mico esperado en t=C3=A9rminos de mejora de accesibilidad, reducci= =C3=B3n de costos de transporte, desarrollo del turismo rural y fortalecimi= ento de las cadenas productivas locales.</li><li class=3D"ListParagr= aph" style=3D"margin-left:32.33pt; margin-bottom:0pt; text-align:justify; l= ine-height:115%; padding-left:3.67pt; font-family:serif; font-size:12pt"><s= pan style=3D"font-family:'Times New Roman'">La metodolog=C3=ADa desarrollad= a establece un modelo replicable para proyectos similares de rehabilitaci= =C3=B3n vial rural en Ecuador, integrando aspectos t=C3=A9cnicos, econ=C3= =B3micos, sociales y ambientales en un enfoque hol=C3=ADstico de planificac= i=C3=B3n estrat=C3=A9gica. La participaci=C3=B3n comunitaria y las consider= aciones de sostenibilidad ambiental incorporadas en el plan constituyen ele= mentos innovadores que trascienden el enfoque tradicional de proyectos de i= nfraestructura, promoviendo un desarrollo territorial m=C3=A1s equitativo e= inclusivo.</li><li class=3D"ListParagraph" style=3D"margin-left:32.= 33pt; margin-bottom:10pt; text-align:justify; line-height:115%; padding-lef= t:3.67pt; font-family:serif; font-size:12pt">Los resultados de esta investigaci=C3=B3n contribuyen signi= ficativamente al avance del conocimiento cient=C3=ADfico en ingenier=C3=ADa= de pavimentos y planificaci=C3=B3n de infraestructura vial rural, proporci= onando herramientas metodol=C3=B3gicas y criterios t=C3=A9cnicos que pueden= ser aplicados en contextos similares. El plan estrat=C3=A9gico desarrollad= o no solo resuelve las necesidades inmediatas de conectividad de la regi=C3= =B3n, sino que establece las bases para un desarrollo sostenible a largo pl= azo que beneficiar=C3=A1 a las generaciones futuras de habitantes de la zon= a de influencia del proyecto.</li></ul>Agradecimientos:<= p style=3D"margin-bottom:10pt; text-align:justify; line-height:115%; font-s= ize:12pt">= Los autores agradecen a la Universidad Estatal Pen=C3=ADnsula de Santa Elen= a (UPSE) y a la Organizaci=C3=B3n de Desarrollo, Investigaci=C3=B3n y Nexos= de Excelencia (ODINX) por el apoyo institucional brindado durante esta inv= estigaci=C3=B3n.Todos los c=C3=A1lculos t=C3=A9cnicos, an=C3=A1= lisis e interpretaciones cient=C3=ADficas reflejan el trabajo original en c= ampo. Las herramientas de IA se utilizaron exclusivamente para la condensac= i=C3=B3n del contenido, el refinamiento del lenguaje y el formato acad=C3= =A9mico.6. Conflicto de inter= esesLos autores declaran que no existe conflicto de intereses e= n relaci=C3=B3n con el art=C3=ADculo presentado.7. = ; Declaraci=C3=B3n de contribuci=C3=B3n de los autores<= /span>Todos los= autores contribuyeron significativamente en la elaboraci=C3=B3n del art=C3= =ADculo. <= span style=3D"font-family:'Times New Roman'; font-weight:bold">8.</sp= an> Costos de financiamiento <= p style=3D"margin-left:3.3pt; margin-bottom:10pt; line-height:115%; font-si= ze:12pt">La presente investig= aci=C3=B3n fue financiada en su totalidad con fondos propios de los autores= .9.</spa= n> Referencias Bibliogr=C3=A1ficasAld=C3=A1s S=C3=A1nchez= , M. R., Acosta Lozada, R. I., Fr=C3=ADas Torres, A. X., & L=C3=B3pez S= =C3=A1nchez, B. L. (2024). Modelo de mantenimiento vial, con pavimento flex= ible en la zona centro de Ecuador. Ciencia Digital, 8</= span>(2), 86-102. <a href=3D"https://doi.org/10.33262/cienciad= igital.v8i2.2978" style=3D"text-decoration:none">https://doi.org/10.33262/cienciadigital.v8i2.2978</= span></a> Arregui Romero, W. A. (2016). Dise=C3=B1o de pavimento flexible utilizando el = m=C3=A9todo AASHTO 93 en la v=C3=ADa del Cant=C3=B3n Montalvo =E2=80=93 int= ersecci=C3=B3n Tres Bocas Provincia de los R=C3=ADos [Tesis de= pregrado, Universidad de Guayaquil, Guayaquil, Ecuador]. <a href=3D"http://repositorio.ug.edu.ec/hand= le/redug/32752" target=3D"_blank" style=3D"text-decoration:none">http://repositorio.ug.edu.ec/handle= /redug/32752</a>Banco Interamericano de Desarrollo [BID]. (2023). BID apoya a Ecuador a mejorar caminos rurales y acce= sibilidad de la poblaci=C3=B3n a salud y educaci=C3=B3n. <a href=3D"= https://www.iadb.org/es/noticias/bid-apoya-ecuador-mejorar-caminos-rurales-= y-accesibilidad-de-la-poblacion-salud-y" target=3D"_blank" style=3D"text-de= coration:none">https://ww= w.iadb.org/es/noticias/bid-apoya-ecuador-mejorar-caminos-rurales-y-accesibi= lidad-de-la-poblacion-salud-y</a>Banco Mundial. (2024). El Banco Mundial apoya el mejoramiento de v=C3=ADas rurales = en Ecuador. <a href=3D"https://www.bancomundial.org/es/= news/press-release/2024/09/13/-the-world-bank-will-support-ecuador-in-impro= ving-rural-roads" target=3D"_blank" style=3D"text-decoration:none">https://www.bancomundial.org/es/n= ews/press-release/2024/09/13/-the-world-bank-will-support-ecuador-in-improv= ing-rural-roads</a>Baque-Solis, B. S. (2020). Evaluaci=C3=B3n del estado del pavimen= to flexible mediante el m=C3=A9todo del PCI de la carretera puerto-aeropuer= to (Tramo II), Manta. provincia de Manab=C3=AD. Dominio de las Ciencias, 6(2), 203=E2=80=93228. = <a href=3D"https://dominiodelasciencias.com/ojs/index.php/es/article= /view/1163" style=3D"text-decoration:none">https://dominiodelasciencias.com/ojs/index.php/es/articl= e/view/1163</a>= Benavides-Arbul=C3=BA, L. E., Mar=C3=ADn-Bardales, N. H., & Mu=C3= =B1oz-P=C3=A9rez, S. P. (2020). Revisi=C3=B3n de las tecnolog=C3=ADas para = la evaluaci=C3=B3n de pavimentos flexibles. Revista Ciencia Nor@ndina, 3(2), 133=E2=80=93140. <a href=3D"https= ://doi.org/10.37518/2663-6360X2020v3n2p133" style=3D"text-decoration:none">= https://doi.org/10.37518/= 2663-6360X2020v3n2p133</a>Buest=C3=A1n S=C3=A1nchez, J. I., & Villa Chuchuca, M.= G. (2024). Dise=C3=B1o geom=C3=A9= trico y estructural de pavimento de la v=C3=ADa San Crist=C3=B3bal - Malima= de la abscisa 5+800 hasta la abscisa 8+700 KM, perteneciente al cant=C3=B3= n Paute provincia del Azuay [Tesis de pregrado, Universidad Po= lit=C3=A9cnica Salesiana Sede Cuenca, Cuenca, Ecuador]. <a href=3D"h= ttps://dspace.ups.edu.ec/bitstream/123456789/26935/1/UPS-CT011160.pdf" targ= et=3D"_blank" style=3D"text-decoration:none">https://dspace.ups.edu.ec/bitstream/123456789/26935/1/U= PS-CT011160.pdf</a> Cede=C3=B1o Cevallos, J. A. (2014).<sp= an style=3D"font-style:italic"> Propuesta de metodolog=C3=ADa complementari= a a los dise=C3=B1os de pavimentos seg=C3=BAn AASHTO 93 [Tesis= de pregrado, Universidad Cat=C3=B3lica de Santiago de Guayaquil, Guayaquil= , Ecuador]. <a href=3D"http://repositorio.ucsg.edu.ec/bitstream/3317= /3131/1/T-UCSG-PRE-ING-IC-100.pdf" target=3D"_blank" style=3D"text-decorati= on:none">http://repositor= io.ucsg.edu.ec/bitstream/3317/3131/1/T-UCSG-PRE-ING-IC-100.pdf</a><s= pan> Chen= , L., Lu, Y., & Nanayakkara, A. (2023). Rural road connectivity and loc= al economic Activity: Evidence from Sri Lanka=E2=80=99s iRoad program. </sp= an>Transport Policy, = 144, 49-64. <a href= =3D"https://doi.org/10.1016/j.tranpol.2023.09.022" style=3D"text-decoration= :none">https://doi.org/10= .1016/j.tranpol.2023.09.022</a>Comisi=C3=B3n Econ=C3=B3mica para Am=C3=A9rica Latina= y el Caribe [CEPAL]. (2021). Acer= ca de Agricultura y desarrollo rural. <a href=3D"https:= //www.cepal.org/es/temas/agricultura-y-desarrollo-rural/acerca-agricultura-= desarrollo-rural" target=3D"_blank" style=3D"text-decoration:none">https://www.cepal.org/es/temas/ag= ricultura-y-desarrollo-rural/acerca-agricultura-desarrollo-rural</a>= Erazo Calvopi=C3= =B1a, R. M., Barrera Castro, M. J., Salazar S=C3=A1nchez, I. S., Fern=C3=A1= ndez Rodr=C3=ADguez, S. I., & Montalvan Fern=C3=A1ndez, A. S. (2024). M= odelos de gesti=C3=B3n tur=C3=ADstica, caso ruta tur=C3=ADstica del r=C3=AD= o Teaone, cant=C3=B3n Esmeraldas, Ecuador. Ciencia Latina Revista Cient=C3=ADfica Multidisciplinar<spa= n>, 8(3), 3908=E2=80=933923. <a href=3D"https://doi.org/10.37811/cl_= rcm.v8i3.11600" target=3D"_blank" style=3D"text-decoration:none">https://doi.org/10.37811/cl_rcm.v8i= 3.11600</a><spa= n>Ministerio de Transporte y Obras P=C3=BAblicas [MTOP]. (2002). Especificaciones generales para la construcc= i=C3=B3n de caminos y puentes (MOP-001F-2002). <a href= =3D"https://www.mit.gob.ec/wp-content/uploads/downloads/2021/01/MPR_Chimbor= azo_Cumanda_Especificaciones-Tecnicas-MOP-001-F-2002.pdf" style=3D"text-dec= oration:none">https://www= .mit.gob.ec/wp-content/uploads/</a>Monta=C3=B1o-Ca=C3=B1ola, S. A., & Espinoza-C= orrea, J. E. (2022). Metodolog=C3=ADa para la evaluaci=C3=B3n de un sistema= urbano de drenaje sostenible en v=C3=ADas de Esmeraldas. Revista Cient=C3=ADfica Multidisciplinaria Arbitrad= a Yachasun, 6(11), 2=E2=80=9318. <a href=3D"https://edi= torialibkn.com/index.php/Yachasun/article/view/257" style=3D"text-decoratio= n:none">https://editorial= ibkn.com/index.php/Yachasun/article/view/257</a>Organizaci=C3=B3n de las Naciones Un= idas para la Alimentaci=C3=B3n y la Agricultura [FAO]. (2021). <span= style=3D"font-style:italic">El estado mundial de la agricultura y la alime= ntaci=C3=B3n 2021. Lograr que los sistemas agroalimentarios sean m=C3=A1s r= esistentes a las perturbaciones y tensiones. <a href=3D"https://doi.= org/10.4060/CB4476ES" target=3D"_blank" style=3D"text-decoration:none"><spa= n class=3D"Hyperlink" style=3D"color:#000000">https://doi.org/10.4060/CB447= 6ES</a>Re= inoso Maldonado, M de los =C3=81., & Sanmart=C3=ADn Morales, P. E. (202= 2). Desarrollo de un cat=C3=A1logo= de secciones estructurales de pavimentos flexibles y r=C3=ADgidos enfocado= en las carreteras de la red vial de la provincia del Azuay, aplicando la m= etodolog=C3=ADa de dise=C3=B1o AASHTO =E2=80=93 93 [Tesis de p= regrado, Universidad del Azuay, Cuenca, Ecuador]. <a href=3D"https:/= /dspace.uazuay.edu.ec/bitstream/datos/12266/1/17793.pdf" target=3D"_blank" = style=3D"text-decoration:none">https://dspace.uazuay.edu.ec/bitstream/datos/12266/1/17793.pdf= </a> Rom=C3=A1n Rodas, P. A., Sol=C3=B3rzano Villegas, L., Guillen Moral= es, F. H., & Orejuela Mendoza, I. (2024). An=C3=A1lisis t=C3=A9cnico de= infraestructura vial rural: Evaluaci=C3=B3n estructural y propuesta de dis= e=C3=B1o para el acceso al recinto El Secal, Ecuador. Revista Cient=C3=ADfica Arbitrada Multidisciplinaria UT= IC, 11(2), 421. <a href=3D"https://doi.org/10.69639/ara= ndu.v11i2.421" target=3D"_blank" style=3D"text-decoration:none">https://doi.org/10.69639/arandu.v11i= 2.421</a> Toscano, J. (2024). Infraestructura vial en Ecuador: proyectos en curso y desaf=C3=ADos f= uturos. Conexi= =C3=B3n U - PUCESA. <a href=3D"https://www.pucesa.edu.e= c/infraestructura-vial-en-ecuador/" target=3D"_blank" style=3D"text-decorat= ion:none">https://www.puc= esa.edu.ec/infraestructura-vial-en-ecuador/</a> <= /p>Velandia Gama, M.= A. (2023). Alternativa de dise=C3= =B1o de la estructura de un pavimento flexible por el m=C3=A9todo AASHTO-93= para la avenida Primera de Mayo entre calle 35b Sur y calle 38b Sur donde = se realiz=C3=B3 el traslado de la red matriz para la primera l=C3=ADnea del= metro de Bogot=C3=A1 [Tesis de especialista, Universidad Mili= tar Nueva Granada, Bogot=C3=A1, Colombia]. <a href=3D"https://reposi= tory.umng.edu.co/server/api/core/bitstreams/a2709e56-e1dd-4b74-80c7-f8b911a= 7ca07/content" target=3D"_blank" style=3D"text-decoration:none">https://repository.umng.edu.co/serve= r/api/core/bitstreams/a2709e56-e1dd-4b74-80c7-f8b911a7ca07/content</= a> <= /p> = El= art=C3=ADculo que se publica es de exclusiva responsabilidad de los autore= s y no necesariamente reflejan el pensamiento de la Revista Conciencia Digital.= <img src=3D"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgA= AAMAAAAA6CAYAAADm1VZ4AAAABHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQBlSsOGwAAIA= 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Ecu= ador <img= src=3D"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAABQAAAAUCAYAAACNiR0NA= AAABHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQBlSsOGwAAA2lJREFUOI21lEtoXVUUhr+1= 97n3nNzbJN6omdTWRmwbikVq4iMxk0ZU2oGgA1FnQcQiUhUnFqo4cGIRQUGd+KDY+Jp25ouiGCO= xElqjhba0URPzsPQmuY9zzj1nLwcnuU1iQ0f+mzXZe///Wv/aiy1cBV/83NNOPr/VWHunqO5OVN= uNlQVjmZCGjCVhcPHR3q8XrsaVNUITu/KSlu7LFeSpNNZ+57RTjDTvqFM1IvNiGXWJvD/9x8yXB= /efizYU/Hy8/0W/aA/Xq43r1P3nOCNIFsW2XLleTd648Z/863v3nkjWCL59dp/fWSsfzOXNkShK= acvfgnMRlXjqqqIrwr5vkihyhxbT+K2ne082AAzADZXyPj+wL8ehQ1NH700v0N35OAroutW0rxD= F6rUUvddaJfdwM9HwqYFSa0GO1SrpfucUVUXEZCQcqQtZ0VEU1QTPtmAkDygiEBTsTxq6hx65fW= TOy7l0exjKgGrGcjTo2/oKS9EUZ2aPcf/Oo1iTI9UGqFJrzDF5+Sv+Wvg+y+IEVXaGibsbOO5hG= BSkbUUQdRT9zaQuBhE6Ct2MT7/D9OIIVnw6Ct3csfk52oNtTMwcBbE0YteeC7we4LinSI9Z03dB= NUVxTdu1eI7FcBIjHvPVU1Tjv7nn5sNMXv6WSjyFiIg17AAwqpRW9fqayNkiM0tjqDrag67mDCi= 0ARiB6gaTsSEEg4htusj2qGeCIr9dW0JR3PKrR2zreIDURZTrZ7NTBYdeBPAU+cY59zxCkFlXjH= 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vertical-align:top">https://orcid.org/0009-0005-9450-5556<= /p></td><td style=3D"padding:0pt; vertical-align:top"></td></tr><tr><td sty= le=3D"width:3.25pt; padding:0pt 5.4pt; vertical-align:top"><span= style=3D"font-family:'Times New Roman'"> </td><td colspan= =3D"4" style=3D"width:370.7pt; padding:0pt 5.4pt; vertical-align:top">Universidad Estatal Pen=C3=ADnsula de Santa Elena (UPSE), = La Libertad, Ecuador.<img src=3D"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAABQAAAAUCAY= AAACNiR0NAAAABHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQBlSsOGwAAA2lJREFUOI21lE= toXVUUhr+197n3nNzbJN6omdTWRmwbikVq4iMxk0ZU2oGgA1FnQcQiUhUnFqo4cGIRQUGd+KDY+= Jp25ouiGCOxElqjhba0URPzsPQmuY9zzj1nLwcnuU1iQ0f+mzXZe///Wv/aiy1cBV/83NNOPr/V= WHunqO5OVNuNlQVjmZCGjCVhcPHR3q8XrsaVNUITu/KSlu7LFeSpNNZ+57RTjDTvqFM1IvNiGXW= JvD/9x8yXB/efizYU/Hy8/0W/aA/Xq43r1P3nOCNIFsW2XLleTd648Z/863v3nkjWCL59dp/fWS= sfzOXNkShKacvfgnMRlXjqqqIrwr5vkihyhxbT+K2ne082AAzADZXyPj+wL8ehQ1NH700v0N35O= 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style=3D"text-decoration:none">jaime.arellanoortiz6178@upse.ed= u.ec</a> </td></tr><tr><td style=3D"width:3.25pt; padding:0pt 5.4pt; v= ertical-align:top">2</td= ><td style=3D"width:171.95pt; padding:0pt 5.4pt; vertical-align:top">Jorge Javier Guevara Robalino</td><td style=3D"w= idth:10.5pt; padding:0pt 5.4pt; vertical-align:top"> </td><td style=3D"width= :166.35pt; padding:0pt 5.4pt; vertical-align:top">https://orcid.org/0000-0002-8314-6712</td><td style= =3D"padding:0pt; vertical-align:top"></td></tr><tr><td style=3D"width:3.25p= t; padding:0pt 5.4pt; vertical-align:top"> </td><td colspan=3D"4" style=3D"wi= dth:370.7pt; padding:0pt 5.4pt; vertical-align:top">U= niversidad Estatal Pen=C3=ADnsula de Santa Elena (UPSE), La Libertad, Ecuad= or.jguevarar@upse.edu.ecUniversidad T=C3= =A9cnica de Ambato, Ecuador<a= href=3D"mailto:jj.guevara@uta.edu.ec" style=3D"text-decoration:none"><span= class=3D"Hyperlink" style=3D"font-family:'Times New Roman'; font-size:10pt= ">jj.guevara@uta.edu.ec</a></td></tr><tr style=3D"height:0pt"><t= d style=3D"width:14.05pt"></td><td style=3D"width:182.75pt"></td><td style= =3D"width:21.3pt"></td><td style=3D"width:177.15pt"></td><td style=3D"width= :0.3pt"></td></tr></table> &= #xa0; </= span><= a id=3D"_heading_h.qq7csgiyozqh"></a> <= /p><table style=3D"width:448.65pt; margin-bottom:0pt; padding:0pt; border-c= ollapse:collapse"><tr><td colspan=3D"7" style=3D"width:134.95pt; padding:0p= t 5.4pt; vertical-align:top"> </td><td colspan=3D"2"= style=3D"width:292.1pt; border-top:0.75pt solid #000000; border-bottom:0.7= 5pt solid #000000; padding:0pt 5.4pt; vertical-align:top">Art=C3=ADculo de I= nvestigaci=C3=B3n Cient=C3=ADfica y Tecnol=C3=B3gica<s= pan style=3D"font-family:'Times New Roman'">Enviado: 16/07/2025 = Revisado: 18/08/202= 5Aceptad= o: 03/09/2025Publicado: 26/09/2025DOI: <a href=3D"https://doi.org/10.33262/concienci= adigital.v8i3.1.3503" style=3D"text-decoration:none">https://doi.org/10.33262/concienciadigital.v8i3.1.3503 </a> = </td></tr><tr><td colspan=3D"7" style=3D"width:134.95pt; padding= :0pt 5.4pt; vertical-align:top"> </td><td colspan=3D"2" style= =3D"width:292.1pt; border-top:0.75pt solid #000000; border-bottom:0.75pt so= lid #000000; padding:0pt 5.4pt; vertical-align:top"> </td>= </tr><tr><td style=3D"width:54.45pt; border-top:0.75pt solid #000000; paddi= ng:0pt 5.4pt; vertical-align:top"> C=C3=ADtese: </td><td style=3D"width:7.45pt; border-top:0.75pt solid #000= 000; padding:0pt 5.4pt; vertical-align:top"> </td><td colspan=3D"6" style=3D"w= idth:350.6pt; border-top:0.75pt solid #000000; padding:0pt 5.4pt; vertical-= align:top"> Arellano Ortiz, J. L., & Guevara Robalino= , J. J. (2025). Plan estrat=C3=A9gico para la rehabilitaci=C3=B3n de la v= =C3=ADa Yee-Vuelta Larga en el cant=C3=B3n Esmeraldas, Ecuador. <spa= n style=3D"font-family:'Times New Roman'; font-size:10pt; font-style:italic= ">ConcienciaDigital, 8(3.1), 40-61. <a href=3D"https://doi.org/10.3= 3262/concienciadigital.v8i3.1.3503" style=3D"text-decoration:none">h= ttps://doi.org/10.33262/concienciadigital.v8i3.1.3503</a> </td><td style=3D"border-top:0.7= 5pt solid #000000; padding:0pt; vertical-align:top"></td></tr><tr><td style= =3D"width:54.45pt; padding:0pt 5.4pt; vertical-align:top"><img src=3D"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAACIAAAAj= CAYAAADxG9hnAAAABHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQBlSsOGwAABndJREFUWIW= 1mHuMVPUVx7/nd++d2ZnZx+xLZB+APErESAWWAI2imzUqFmhrs2s0Rv8wITFBasU+fLXT2koToq= bQYjbRRE1pZDahGMoStxBoCI8oKuoWQxR2B8K+d2Z3Z2fmPn+nf8zD3Z27y6zCSe69uff8Hp9zf= r/f+Z3fJcwgoRCLU4EOn85U4/eI9dGE/jPSfPMErNvHUgZYaCDQTE1MEgJsAA93vrxh/1Sd6lYh= 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competente= s con visi=C3=B3n human=C3=ADstica y cr=C3=ADtica que sean capaces de expon= er sus resultados investigativos y cient=C3=ADficos en la misma medida que = se promueva mediante su intervenci=C3=B3n cambios positivos en la sociedad.= <a href=3D"https://concienciadigital.org" style=3D"text-decoration:= none">https://concienciadigit= al.org</a> <spa= n style=3D"line-height:115%; font-family:'Times New Roman'; font-size:8pt">= La rev= ista es editada por la Editorial Ciencia Digital (Editorial de prestigio re= gistrada en la C=C3=A1mara Ecuatoriana de Libro con No de Afiliaci=C3=B3n 6= 63) <a href=3D"http://www.celibro.org.ec" style=3D"text-decoration:n= one">www.celibro.org.ec</span= ></a> </div> </td><td style=3D"padding:0= pt; vertical-align:top"></td></tr><tr style=3D"height:23.65pt"><td style=3D= "width:54.45pt; border-bottom:0.75pt solid #000000; padding:0pt 5.4pt; vert= ical-align:top"><img src=3D"data:image/png;base64= 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" />= </td><td style=3D"width:7.45pt; border-bottom:0.75pt solid= #000000; padding:0pt 5.4pt; vertical-align:top"> </td><td = colspan=3D"6" style=3D"width:350.6pt; border-bottom:0.75pt solid #000000; p= adding:0pt 5.4pt; vertical-align:top">Esta revista est=C3=A1 protegida bajo una licencia Creat= ive Commons en la 4.0 International. Copia de la licencia: <a href= =3D"http://creativecommons.org/licenses/by-nc-sa/4.0/" style=3D"text-decora= tion:none">http://creativecommons.org/licenses/= by-nc-sa/4.0/</a> </td><td st= yle=3D"padding:0pt; vertical-align:top"></td></tr><tr><td colspan=3D"4" sty= le=3D"width:91.35pt; border-top:0.75pt solid #000000; padding:0pt 5.4pt; ve= rtical-align:top">Pal= abras claves:Plan estrat=C3= =A9gico, rehabilitaci=C3=B3n vial, pavimento flexible, desarrollo rural, in= fraestructura vial, conectividad rural, AASHTO 93</td><td colspa= n=3D"2" style=3D"width:0.65pt; border-top:0.75pt solid #000000; padding:0pt= 5.4pt; vertical-align:top"> </td><td colspan=3D"2" style=3D"width:320.5pt; bo= rder-top:0.75pt solid #000000; border-bottom:0.75pt solid #000000; padding:= 0pt 5.4pt; vertical-align:top">Resumen Introducc= i=C3=B3n: la infraestr= uctura vial constituye un elemento fundamental para el desarrollo socioecon= =C3=B3mico de las regiones rurales. En Ecuador, la conectividad terrestre d= eficiente limita el acceso a servicios b=C3=A1sicos y oportunidades de desa= rrollo en comunidades rurales. Objetivo: desarrollar un plan estrat=C3=A9gico integral para la rehabi= litaci=C3=B3n de la v=C3=ADa Yee-Vuelta Larga mediante la evaluaci=C3=B3n t=C3=A9cnica, soci= al, econ=C3=B3mica y ambiental de la infraestructura existente. <spa= n style=3D"font-family:'Times New Roman'; font-weight:bold">Metodolog=C3=AD= a: se realiz=C3=B3 un = estudio descriptivo-anal=C3=ADtico que incluy=C3=B3 levantamiento topogr=C3= =A1fico, estudios de tr=C3=A1fico vehicular, an=C3=A1lisis de mec=C3=A1nica= de suelos, evaluaci=C3=B3n de pavimentos, estudios hidrol=C3=B3gicos y an= =C3=A1lisis presupuestario. La metodolog=C3=ADa AASHTO 93 fue empleada para= el dise=C3=B1o estructural del pavimento flexible. Resultados: el an=C3=A1lisis revel=C3=B3 un TPDA = actual de 44 veh=C3=ADculos/d=C3=ADa con proyecci=C3=B3n a 209 veh=C3=ADcul= os/d=C3=ADa en 20 a=C3=B1os. Los estudios de suelos mostraron CBR entre 3.4= 2% y 11.34%. El presupuesto total del proyecto asciende a USD $4,206,465.58= para 27.5 km de v=C3=ADa. Conclusi=C3=B3n: el plan estrat=C3=A9gico propuesto integra soluciones t= =C3=A9cnicas sostenibles con participaci=C3=B3n comunitaria, estableciendo = un modelo replicable para la rehabilitaci=C3=B3n de infraestructura vial ru= ral en Ecuador. =C3=81rea de estudio general: Ingenier=C3=ADa Civil. =C3=81rea de estudio espec=C3=ADfica= : Infraestructura Vial= . Ti= po de estudio: Art=C3= =ADculo original. </td><td style=3D"padding:0pt; vertical-align:top= "></td></tr><tr><td colspan=3D"3" style=3D"width:89.15pt; padding:0pt 5.4pt= ; vertical-align:top">Keywords: = Strategic plan, road rehabilitation, fl= exible pavement, rural development, road infrastructure, rural connectivity= , AASHTO 93</td><td colspan=3D"2" style=3D"width:0.8pt; padding:= 0pt 5.4pt; vertical-align:top"> </td><td colspan=3D"3" style=3D= "width:322.55pt; border-top:0.75pt solid #000000; border-bottom:0.75pt soli= d #000000; padding:0pt 5.4pt; vertical-align:top">Abstract</s= pan>Introduction: r= oad infrastructure constitutes a fundamental element for the socioeconomic = development of rural regions. In Ecuador, poor terrestrial connectivity lim= its access to basic services and development opportunities in rural communi= ties. Objective: to develo= p a comprehensive strategic plan for the rehabilitation of the <span= style=3D"font-family:'Times New Roman'; text-decoration:underline">Yee-Vue= lta Larga Road through= technical, social, economic, and environmental evaluation of existing infr= astructure. Methodology: a= descriptive-analytical study was conducted including topographic survey, v= ehicular traffic studies, soil mechanics analysis, pavement evaluation, hyd= rological studies, and budget analysis. The AASHTO 93 methodology was emplo= yed for the structural design of flexible pavement. Results: the analysis revealed a current AADT o= f 44 vehicles/day with projection to 209 vehicles/day in 20 years. Soil stu= dies showed CBR between 3.42% and 11.34%. The total project budget amounts = to USD $4,206,465.58 for 27.5 km of road. Conclusion: the proposed strategic plan integrates sustaina= ble technical solutions with community participation, establishing a replic= able model for rural road infrastructure rehabilitation in Ecuador. = General Are= a of Study: Civil Engi= neering. Specific area of study: Road Infrastructure. Type of study: Original article. </td><td style=3D"padding:0pt; vertical-align:t= op"></td></tr><tr style=3D"height:0pt"><td style=3D"width:65.25pt"></td><td= style=3D"width:18.25pt"></td><td style=3D"width:16.45pt"></td><td style=3D= "width:2.2pt"></td><td style=3D"width:9.4pt"></td><td style=3D"width:2.05pt= "></td><td style=3D"width:32.15pt"></td><td style=3D"width:299.15pt"></td><= td style=3D"width:3.75pt"></td></tr></table> = <ol style=3D"margin:0p= t; padding-left:0pt"><li style=3D"margin-left:17.3pt; margin-bottom:10pt; t= ext-align:justify; line-height:115%; padding-left:4pt; font-family:'Times N= ew Roman'; font-size:12pt; font-weight:bold">Introducci=C3=B3n= </li></ol>La infraestructura vial constituye uno de los pilares fundamenta= les para el desarrollo econ=C3=B3mico y social de cualquier regi=C3=B3n, es= pecialmente en =C3=A1reas rurales donde la conectividad determina el acceso= a servicios b=C3=A1sicos, mercados y oportunidades de desarrollo (Banco Mu= ndial, 2024). En Ecuador m=C3=A1s del 40% de las comunidades rurales carece= n de acceso a carreteras pavimentadas, lo que impide su progreso econ=C3=B3= mico y social, perpetuando condiciones de pobreza y desigualdad (Organizaci= =C3=B3n de las Naciones Unidas para la Alimentaci=C3=B3n y la Agricultura [= FAO], 2021). Esta problem=C3=A1tica se agudiza en la provincia de Esmeralda= s, donde las condiciones geogr=C3=A1ficas y clim=C3=A1ticas particulares pr= esentan desaf=C3=ADos adicionales para el desarrollo y mantenimiento de inf= raestructura vial adecuada.1.1. Antecedentes del problem= aLas in= versiones en infraestructura rural pueden aumentar la producci=C3=B3n agr= =C3=ADcola en un 20% y mejorar el ingreso de los agricultores en un 30%, se= g=C3=BAn estudios realizados por organismos internacionales (Co= misi=C3=B3n Econ=C3=B3mica para Am=C3=A9rica Latina y el Caribe [CEPAL]</sp= an>, 2021). Sin embargo exist= e una notable escasez de estudios que analicen la efectividad de las distin= tas estrategias para la construcci=C3=B3n y mantenimiento de estas infraest= ructuras, especialmente en contextos socioecon=C3=B3micos diversos.<= /p>Los pavimentos = flexibles, com=C3=BAnmente empleados en zonas rurales y urbanas por su cost= o y facilidad de mantenimiento, tienden a deteriorarse r=C3=A1pidamente si = no se aplican estrategias adecuadas de dise=C3=B1o, drenaje y conservaci=C3= =B3n (Benavides-Arbul=C3=BA et al., 2020=C2=B8 Buest=C3=A1n & Villa, 2024). El deterioro progresivo de la calzad= a, junto con problemas estructurales como el colapso de drenajes y el paso = frecuente de veh=C3=ADculos pesados, reducen la vida =C3=BAtil de las v=C3= =ADas y generan altos costos de rehabilitaci=C3=B3n, tanto para los gobiern= os como para los usuarios (Baque-Solis, 2020).La metodolog=C3=ADa AASHTO 93 es amp= liamente utilizada para el dise=C3=B1o estructural de pavimentos flexibles,= proporcionando procedimientos sistem=C3=A1ticos para el dise=C3=B1o y reha= bilitaci=C3=B3n de estructuras de pavimento (Cede=C3=B1o, 2024; Velandia, 2= 023).1.2. Contexto geogr=C3=A1fico y socioecon=C3=B3mico</= p>El cant=C3=B3n E= smeraldas ubicado en la costa norte de Ecuador, es una regi=C3=B3n rica en = biodiversidad y recursos naturales, pero tambi=C3=A9n enfrenta desaf=C3=ADo= s significativos en t=C3=A9rminos de desarrollo socioecon=C3=B3mico. Sus zo= nas rurales, que albergan a una parte importante de la poblaci=C3=B3n, depe= nden en gran medida de la agricultura, la pesca y el turismo. La <sp= an style=3D"font-family:'Times New Roman'; text-decoration:underline">Ruta = Tur=C3=ADstica del R=C3=ADo Teaone ubicada en tres parroquias: Carlos Concha, Tabiazo y Vuelta La= rga, del cant=C3=B3n Esmeraldas, constituye un producto tur=C3=ADstico conf= ormado por balnearios de agua dulce que forman parte del inventario de atra= ctivos tur=C3=ADsticos ofertados a turistas locales, nacionales y extranjer= os (Erazo et al., 2024).La v=C3=ADa Yee-Vuelta Larga no solo act=C3=BAa como un eje de conexi=C3=B3= n esencial entre diversas localidades, sino que tambi=C3=A9n se constituye = como un corredor clave para el comercio y el transporte de bienes y servici= os. Sin embargo el deterioro de esta v=C3=ADa genero m=C3=BAltiples problem= as que impactan la movilidad de los habitantes y la actividad econ=C3=B3mic= a de la zona, incluyendo hundimiento de la calzada, dise=C3=B1o ineficiente= de sistemas de drenaje y desgaste provocado por el uso frecuente de veh=C3= =ADculos pesados.1.3. Planificaci=C3=B3n estrat=C3=A9gica en in= fraestructura vialLa planificaci=C3=B3n estrat=C3=A9gica en infraestructura vial r= ural es fundamental para el desarrollo socioecon=C3=B3mico y la conectivida= d territorial (Toscano, 2024). Debe considerar no solo aspectos t=C3=A9cnic= os, sino tambi=C3=A9n factores sociales, econ=C3=B3micos y ambientales. Seg= =C3=BAn Monta=C3=B1o-Ca=C3=B1ola & Espinoza-Correa (2022) la inclusi=C3= =B3n de sistemas urbanos de drenaje sostenibles permite prolongar la durabi= lidad de las v=C3=ADas en zonas vulnerables. Asimismo, la participaci=C3=B3= n comunitaria en los procesos de gesti=C3=B3n y mantenimiento fortalece el = sentido de corresponsabilidad y mejora la efectividad de las intervenciones= .El </s= pan>Banco Interamericano de Desarrollo</spa= n> (BID, 2023) a= poya a Ecuador a mejorar caminos rurales y accesibilidad de la poblaci=C3= =B3n a salud y educaci=C3=B3n, reconociendo que la mejora de conectividad e= n las =C3=A1reas rurales promueve la productividad agr=C3=ADcola y el desar= rollo econ=C3=B3mico, reduce los tiempos de viaje y costos log=C3=ADsticos,= permite al sector agropecuario transportar sus productos de manera m=C3=A1= s eficiente, contribuye al desarrollo de las MiPymes, a generar empleo y re= ducir las brechas entre lo urbano y rural.1.4. Sostenibilidad y= consideraciones ambientalesEs crucial considerar el impacto ambiental de las obra= s viales, promoviendo pr=C3=A1cticas sostenibles que minimicen el da=C3=B1o= a los ecosistemas locales. La adecuada gesti=C3=B3n de los recursos natura= les y la consideraci=C3=B3n de las condiciones ambientales son aspectos cla= ve en la planificaci=C3=B3n de infraestructuras en zonas vulnerables. Esmer= aldas es una de las provincias m=C3=A1s h=C3=BAmedas del pa=C3=ADs, con una= gran riqueza h=C3=ADdrica reflejada en el r=C3=A9gimen de lluvias de tipo = unimodal, con promedios de precipitaci=C3=B3n superiores a 2,000 mm al a=C3= =B1o casi en la totalidad de su territorio.Esta combinaci=C3=B3n de circunstancias= hace especialmente necesarios el dise=C3=B1o y la construcci=C3=B3n de sis= temas de drenaje de cuya eficacia depender=C3=A1, en buena medida, la calid= ad de la operaci=C3=B3n vial y vida =C3=BAtil de las carreteras. El drenaje= vial constituye una de las partes esenciales en el mantenimiento y durabil= idad de las v=C3=ADas, cuya finalidad es la eliminaci=C3=B3n adecuada del a= gua superficial y en ocasiones de la subsuperficial.<= span style=3D"font-family:'Times New Roman'; font-style:italic">1.5. Justif= icaci=C3=B3n e importancia del problema cient=C3=ADficoLa rehabilitaci=C3=B3n de = la v=C3=ADa Yee-Vuelta Larga se justifica por m=C3=BAltiples factores que trascienden la sim= ple mejora de una carretera. En primer lugar representa una inversi=C3=B3n = estrat=C3=A9gica en el desarrollo socioecon=C3=B3mico del cant=C3=B3n Esmer= aldas, facilitando el acceso a mercados, servicios de salud, educaci=C3=B3n= y oportunidades laborales. La falta de inversi=C3=B3n en su mantenimiento = resulto en una reducci=C3=B3n de su capacidad operativa, afectando negativa= mente la calidad de vida de los habitantes.Una carretera en =C3=B3ptimas condicion= es ayuda a reducir los costos de transporte, mejora la accesibilidad a prod= uctos de la zona y servicios, adem=C3=A1s atrae inversiones, especialmente = en el sector tur=C3=ADstico. Estudios demostraron que la conectividad rural= es esencial para el desarrollo econ=C3=B3mico, como lo evidencian investig= aciones sobre la relaci=C3=B3n entre la conectividad de caminos rurales y l= a actividad econ=C3=B3mica local (Chen et al., 2023).= El pa=C3=ADs necesita carrete= ras y v=C3=ADas en buen estado para promover un desarrollo social y econ=C3= =B3mico que permita elevar la calidad de vida de todos sus habitantes. Por = tal motivo, se necesita realizar mantenimientos y controles constantes en l= as v=C3=ADas, como acciones tendientes a mantener y prolongar la vida =C3= =BAtil de las mismas. El Banco Mundial (2024) apoya el mejoramiento de v=C3= =ADas rurales en Ecuador, reconociendo que este tipo de proyectos abarca un= a serie de obras de infraestructura vial que impulsar=C3=A1n la conectivida= d, generar=C3=A1n empleo y mejorar=C3=A1n la seguridad de las v=C3=ADas.</s= pan>1.6. Objetivo de la investigaci=C3=B3nObjetivo general= : desarrollar un plan = estrat=C3=A9gico integral para la rehabilitaci=C3=B3n de la v=C3=ADa </span= >Y= ee-Vuelta Larga con pa= vimento flexible, mediante la consideraci=C3=B3n de aspectos t=C3=A9cnicos,= sociales, econ=C3=B3micos y ambientales, que sirva como modelo replicable = para proyectos similares en Ecuador.Objetivos espec=C3=ADficos:= Evaluar= el estado actual de la v=C3=ADa mediante estudios t=C3=A9cnicos especializ= ados, identificando las =C3=A1reas cr=C3=ADticas y las necesidades de inter= venci=C3=B3n prioritarias.Dise=C3=B1ar una estructura de pavimento flexible utiliz= ando la metodolog=C3=ADa AASHTO 93, considerando las caracter=C3=ADsticas d= el tr=C3=A1fico proyectado, condiciones del suelo de subrasante y factores = clim=C3=A1ticos locales.Desarrollar un sistema integral de drenaje superficial y s= ubsuperficial que garantice la protecci=C3=B3n de la infraestructura vial c= ontra los efectos adversos del agua.Establecer un marco de gesti=C3=B3n estrat=C3= =A9gica que incluya planificaci=C3=B3n de mantenimiento, participaci=C3=B3n= comunitaria y sostenibilidad ambiental.Cuantificar los costos de rehabilitaci= =C3=B3n y establecer un cronograma de ejecuci=C3=B3n que optimice el uso de= recursos disponibles.1.7. Hip=C3=B3tesis de la investigaci=C3= =B3nLa = implementaci=C3=B3n de un plan estrat=C3=A9gico integral para la rehabilita= ci=C3=B3n de la v=C3=ADa Yee-Vuelta Larga, basado en metodolog=C3=ADas t=C3=A9cnicas reconoc= idas internacionalmente y considerando factores sociales, econ=C3=B3micos y= ambientales, mejorar=C3=A1 significativamente la conectividad rural, promo= ver=C3=A1 el desarrollo socioecon=C3=B3mico de la regi=C3=B3n y establecer= =C3=A1 un modelo sostenible y replicable para proyectos similares en Ecuado= r.La ne= cesidad urgente de desarrollar estrategias efectivas para la rehabilitaci= =C3=B3n de infraestructura vial rural en Ecuador, contribuyendo al conocimi= ento cient=C3=ADfico en el =C3=A1rea de ingenier=C3=ADa de pavimentos y pla= nificaci=C3=B3n estrat=C3=A9gica de infraestructura. Los resultados obtenid= os proporcionar=C3=A1n una base t=C3=A9cnica s=C3=B3lida para la toma de de= cisiones en proyectos similares, optimizando el uso de recursos p=C3=BAblic= os y maximizando el impacto social y econ=C3=B3mico de las inversiones en i= nfraestructura vial.2. </= span>Metodo= log=C3=ADa La presente investigaci=C3=B3n se desarroll=C3=B3 me= diante un enfoque cuantitativo de tipo descriptivo-anal=C3=ADtico, con dise= =C3=B1o no experimental y alcance correlacional. El estudio se clasifica co= mo una investigaci=C3=B3n aplicada de modalidad de campo, orientada a resol= ver problemas espec=C3=ADficos de infraestructura vial rural mediante la ap= licaci=C3=B3n de metodolog=C3=ADas t=C3=A9cnicas reconocidas internacionalm= ente.2.1. Dise=C3=B1o, tipo, nivel y modalidad de investigaci= =C3=B3n= Se adopt=C3=B3 un dise=C3=B1o de investigaci=C3=B3n no experimental de tipo= transversal, dado que se recolectaron datos en un momento espec=C3=ADfico = sin manipular variables. El nivel de investigaci=C3=B3n es descriptivo-corr= elacional, ya que se caracterizaron las condiciones actuales de la infraest= ructura vial y se establecieron relaciones entre variables t=C3=A9cnicas pa= ra el dise=C3=B1o del pavimento. La modalidad corresponde a investigaci=C3= =B3n de campo con apoyo documental, considerando que se realizaron estudios= t=C3=A9cnicos in situ complementados con an=C3=A1lisis de laboratorio y re= visi=C3=B3n bibliogr=C3=A1fica especializada.La selecci=C3=B3n de este modelo meto= dol=C3=B3gico se fundamenta en la necesidad de obtener datos primarios conf= iables sobre las condiciones actuales de la v=C3=ADa, caracter=C3=ADsticas = del suelo, patrones de tr=C3=A1fico y condiciones ambientales, informaci=C3= =B3n esencial para desarrollar un plan estrat=C3=A9gico t=C3=A9cnicamente f= undamentado. Este enfoque permite integrar m=C3=BAltiples disciplinas de la= ingenier=C3=ADa civil (geotecnia, pavimentos, hidrolog=C3=ADa, topograf=C3= =ADa) en una propuesta integral de rehabilitaci=C3=B3n vial.2.2= . Poblaci=C3=B3n y criterios de selecci=C3=B3nLa poblaci=C3=B3n de estudio est=C3= =A1 constituida por la v=C3=ADa Yee-Vuelta Larga en su totalidad, con una longitud de 27.5 k= m, ubicada en el cant=C3=B3n Esmeraldas, provincia de Esmeraldas, Ecuador. = Las coordenadas del proyecto son: inicio en Vuelta Larga (645,635.212 E, 10= 0,098.10 N) y fin en Carlos Concha (645,787.012 E, 78,667.12 N).= 2.2.1 Criterios de inclusi=C3=B3n:<ul style=3D"margin:0pt; padd= ing-left:0pt"><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; mar= gin-bottom:0pt; text-align:justify; line-height:115%; padding-left:3.67pt; = font-family:serif; font-size:12pt">Toda la extensi=C3=B3n de la v=C3=ADa desde el Barrio 28 de Julio has= ta Carlos Concha Torres</li><li class=3D"ListParagraph" style=3D"mar= gin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-height:115%; = padding-left:3.67pt; font-family:serif; font-size:12pt">Obras de arte menor existentes (60 alcantarillas= identificadas)</li><li class=3D"ListParagraph" style=3D"margin-left= :17.63pt; margin-bottom:0pt; text-align:justify; line-height:115%; padding-= left:3.67pt; font-family:serif; font-size:12pt">Obras de arte mayor (7 puentes existentes)</li><l= i class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:10pt;= text-align:justify; line-height:115%; padding-left:3.67pt; font-family:ser= if; font-size:12pt">=C3=81rea= s de influencia directa del proyecto vial</li></ul>2.2.2 Criterios = de exclusi=C3=B3n:<ul style=3D"margin:0pt; padding-left:0pt"><li= class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; t= ext-align:justify; line-height:115%; padding-left:3.67pt; font-family:serif= ; font-size:12pt">V=C3=ADas s= ecundarias o ramales no contemplados en el proyecto principal</li><l= i class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; = text-align:justify; line-height:115%; padding-left:3.67pt; font-family:seri= f; font-size:12pt">Infraestru= ctura vial externa al corredor de estudio</li><li class=3D"ListParag= raph" style=3D"margin-left:17.63pt; margin-bottom:10pt; text-align:justify;= line-height:115%; padding-left:3.67pt; font-family:serif; font-size:12pt">= Propiedades privadas sin afec= taci=C3=B3n directa por el proyecto</li></ul>2.2.3 Criterios de el= iminaci=C3=B3n:<ul style=3D"margin:0pt; padding-left:0pt"><li cl= ass=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text= -align:justify; line-height:115%; padding-left:3.67pt; font-family:serif; f= ont-size:12pt">Sectores con r= estricciones de acceso por seguridad</li><li class=3D"ListParagraph"= style=3D"margin-left:17.63pt; margin-bottom:10pt; text-align:justify; line= -height:115%; padding-left:3.67pt; font-family:serif; font-size:12pt"><span= style=3D"font-family:'Times New Roman'">=C3=81reas con conflictos de tenen= cia de tierra no resueltos</li></ul>2.3. M=C3=A9todos, procedimient= os y t=C3=A9cnicas de investigaci=C3=B3n2.3.1. Levantamiento = topogr=C3=A1ficoSe realiz=C3=B3 el levantamiento topogr=C3=A1fico utilizando equip= os de precisi=C3=B3n (estaci=C3=B3n total y GPS diferencial) para generar e= l modelo digital del terreno y de superficie. Se establecieron puntos de co= ntrol geod=C3=A9sico cada 500 metros y se levantaron secciones transversale= s cada 20 metros. La metodolog=C3=ADa incluy=C3=B3:<ul style=3D"= margin:0pt; padding-left:0pt"><li class=3D"ListParagraph" style=3D"margin-l= eft:17.63pt; margin-bottom:0pt; text-align:justify; line-height:115%; paddi= ng-left:3.67pt; font-family:serif; font-size:12pt">Establecimiento de poligonal de apoyo con precisi=C3= =B3n 1:10,000</li><li class=3D"ListParagraph" style=3D"margin-left:1= 7.63pt; margin-bottom:0pt; text-align:justify; line-height:115%; padding-le= ft:3.67pt; font-family:serif; font-size:12pt">Levantamiento de detalles planim=C3=A9tricos y altim=C3=A9= tricos</li><li class=3D"ListParagraph" style=3D"margin-left:17.63pt;= margin-bottom:0pt; text-align:justify; line-height:115%; padding-left:3.67= pt; font-family:serif; font-size:12pt">Generaci=C3=B3n de curvas de nivel cada metro</li><li clas= s=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text-a= lign:justify; line-height:115%; padding-left:3.67pt; font-family:serif; fon= t-size:12pt">Identificaci=C3= =B3n y ubicaci=C3=B3n de obras de arte existentes</li><li class=3D"L= istParagraph" style=3D"margin-left:17.63pt; margin-bottom:10pt; text-align:= justify; line-height:115%; padding-left:3.67pt; font-family:serif; font-siz= e:12pt">Elaboraci=C3=B3n de p= erfiles longitudinales y transversales</li></ul>2.3.2. Estudio de t= r=C3=A1fico vehicularEl an=C3=A1lisis de tr=C3=A1fico se bas=C3=B3 en conteos volu= m=C3=A9tricos manuales realizados durante tres d=C3=ADas consecutivos, las = 24 horas del d=C3=ADa, en una estaci=C3=B3n de conteo ubicada en el acceso = al proyecto. Seg=C3=BAn las Especificaciones Generales para la Construcci= =C3=B3n de Caminos y Puentes del Ministerio de Transporte y Obras P=C3= =BAblicas (MTOP, 2002)= la metodolog=C3=ADa empleada sigui=C3=B3 las especificaciones y consider= =C3=B3:<ul style=3D"margin:0pt; padding-left:0pt"><li class=3D"L= istParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text-align:j= ustify; line-height:115%; padding-left:3.67pt; font-family:serif; font-size= :12pt">Clasificaci=C3=B3n veh= icular en tres categor=C3=ADas: livianos, buses y camiones</li><li c= lass=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; tex= t-align:justify; line-height:115%; padding-left:3.67pt; font-family:serif; = font-size:12pt">Determinaci= =C3=B3n del Tr=C3=A1fico Promedio Diario Anual (TPDA)</li><li class=3D"ListParagraph"= style=3D"margin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-= height:115%; padding-left:3.67pt; font-family:serif; font-size:12pt">An=C3=A1lisis de composici=C3=B3n v= ehicular y factores de crecimiento</li><li class=3D"ListParagraph" s= tyle=3D"margin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-he= ight:115%; padding-left:3.67pt; font-family:serif; font-size:12pt">Proyecci=C3=B3n del tr=C3=A1fico a 20= a=C3=B1os utilizando tasas de crecimiento del 2.5% anual</li><li cl= ass=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:10pt; tex= t-align:justify; line-height:115%; padding-left:3.67pt; font-family:serif; = font-size:12pt">C=C3=A1lculo = del n=C3=BAmero de ejes equivalentes de 8.2 toneladas (ESAL)</li></u= l>2.3.3. Estudio de mec=C3=A1nica de suelosSe ejecutaron investigaciones geot=C3= =A9cnicas mediante calicatas distribuidas cada kil=C3=B3metro a lo largo de= l trazado, complementadas con ensayos de Penetraci=C3=B3n Din=C3=A1mic= a Continua (DCP). Los = ensayos de laboratorio incluyeron:<ul style=3D"margin:0pt; paddi= ng-left:0pt"><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; marg= in-bottom:0pt; text-align:justify; line-height:115%; padding-left:3.67pt; f= ont-family:serif; font-size:12pt">Clasificaci=C3=B3n de suelos seg=C3=BAn SUCS y AASHTO</li><li c= lass=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; tex= t-align:justify; line-height:115%; padding-left:3.67pt; font-family:serif; = font-size:12pt">Determinaci= =C3=B3n de l=C3=ADmites de Atterberg</li><li class=3D"ListParagraph"= style=3D"margin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-= height:115%; padding-left:3.67pt; font-family:serif; font-size:12pt">Ensayos de compactaci=C3=B3n Procto= r Modificado</li><li class=3D"ListParagraph" style=3D"margin-left:17= .63pt; margin-bottom:0pt; text-align:justify; line-height:115%; padding-lef= t:3.67pt; font-family:serif; font-size:12pt">Ensayos de Capacidad de Soporte California (CBR)</span= ></li><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bott= om:10pt; text-align:justify; line-height:115%; padding-left:3.67pt; font-fa= mily:serif; font-size:12pt">A= n=C3=A1lisis granulom=C3=A9trico por tamizado</li></ul><s= pan style=3D"font-family:'Times New Roman'; font-style:italic">2.3.4. Evalu= aci=C3=B3n de pavimentosSe aplic=C3=B3 la metodolog=C3=ADa del =C3=8Dndice d= e Condici=C3=B3n del Pavimento (PCI) para evaluar el estado funcional de la superficie existente.= La evaluaci=C3=B3n incluy=C3=B3:<ul style=3D"margin:0pt; paddin= g-left:0pt"><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; margi= n-bottom:0pt; text-align:justify; line-height:115%; padding-left:3.67pt; fo= nt-family:serif; font-size:12pt">Identificaci=C3=B3n y cuantificaci=C3=B3n de fallas superficiales</span= ></li><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bott= om:0pt; text-align:justify; line-height:115%; padding-left:3.67pt; font-fam= ily:serif; font-size:12pt">De= terminaci=C3=B3n del nivel de severidad de las fallas</li><li class= =3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text-al= ign:justify; line-height:115%; padding-left:3.67pt; font-family:serif; font= -size:12pt">C=C3=A1lculo del = PCI por secciones homog=C3=A9neas</li><li class=3D"ListParagraph" st= yle=3D"margin-left:17.63pt; margin-bottom:10pt; text-align:justify; line-he= ight:115%; padding-left:3.67pt; font-family:serif; font-size:12pt">Recomendaciones de intervenci=C3=B3n = seg=C3=BAn el estado del pavimento</li></ul> 2.3.5. Estudio hidrol= =C3=B3gicoEl an=C3=A1lisis hidrol=C3=B3gico se fundament=C3=B3 en informaci=C3=B3n= del INAMHI y reconocimiento de campo, considerando:<ul style=3D= "margin:0pt; padding-left:0pt"><li class=3D"ListParagraph" style=3D"margin-= left:17.63pt; margin-bottom:0pt; text-align:justify; line-height:115%; padd= ing-left:3.67pt; font-family:serif; font-size:12pt">Caracterizaci=C3=B3n clim=C3=A1tica de la zona de es= tudio</li><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; = margin-bottom:0pt; text-align:justify; line-height:115%; padding-left:3.67p= t; font-family:serif; font-size:12pt">Determinaci=C3=B3n de intensidades de lluvia para per=C3=ADodo de = retorno de 25 a=C3=B1os</li><li class=3D"ListParagraph" style=3D"mar= gin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-height:115%; = padding-left:3.67pt; font-family:serif; font-size:12pt">C=C3=A1lculo de caudales de dise=C3=B1o mediante= el M=C3=A9todo Racional</li><li class=3D"ListParagraph" style=3D"ma= rgin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-height:115%;= padding-left:3.67pt; font-family:serif; font-size:12pt">Dimensionamiento de obras de drenaje superficia= l y subsuperficial</li><li class=3D"ListParagraph" style=3D"margin-l= eft:17.63pt; margin-bottom:10pt; text-align:justify; line-height:115%; padd= ing-left:3.67pt; font-family:serif; font-size:12pt">Evaluaci=C3=B3n del estado de alcantarillas existent= es</li></ul>2.3.6. Dise=C3=B1o estructural del pavimento= Se aplic=C3=B3 la = metodolog=C3=ADa AASHTO 93 para el dise=C3=B1o de pavimento flexible, consi= derando:<ul style=3D"margin:0pt; padding-left:0pt"><li class=3D"= ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text-align:= justify; line-height:108%; padding-left:3.67pt; font-family:serif; font-siz= e:12pt">Per=C3=ADodo de dise= =C3=B1o de 20 a=C3=B1os</li><li class=3D"ListParagraph" style=3D"mar= gin-left:17.63pt; margin-bottom:0pt; text-align:justify; line-height:108%; = padding-left:3.67pt; font-family:serif; font-size:12pt">Confiabilidad del 85% para v=C3=ADas rurales</sp= an></li><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bo= ttom:0pt; text-align:justify; line-height:108%; padding-left:3.67pt; font-f= amily:serif; font-size:12pt">= Serviciabilidad inicial (Pi) =3D 4.0 y final (Pf) =3D 2.0</li><li cl= ass=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text= -align:justify; line-height:108%; padding-left:3.67pt; font-family:serif; f= ont-size:12pt">M=C3=B3dulo re= siliente de la subrasante basado en correlaciones con CBR</li><li cl= ass=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom:0pt; text= -align:justify; line-height:108%; padding-left:3.67pt; font-family:serif; f= ont-size:12pt">Coeficientes e= structurales de materiales seg=C3=BAn especificaciones (MTOP, 2002)<= /li><li class=3D"ListParagraph" style=3D"margin-left:17.63pt; margin-bottom= :10pt; text-align:justify; line-height:115%; padding-left:3.67pt; font-fami= ly:serif; font-size:12pt">Fac= tores de drenaje seg=C3=BAn condiciones clim=C3=A1ticas locales</li>= </ul>2.4. Aspectos =C3=A9ticos de la investigaci=C3=B3nLa investigaci=C3=B3n se d= esarroll=C3=B3 bajo los principios =C3=A9ticos de la investigaci=C3=B3n cie= nt=C3=ADfica, considerando:Autorizaci=C3=B3n institucional</spa= n>: el proyecto cuenta con la= autorizaci=C3=B3n del Gobierno Aut=C3=B3nomo Descentralizado de la Provinc= ia de Esmeraldas, entidad responsable de la infraestructura vial provincial= .Responsabilidad ambiental: todos los estudios de campo se realizaron minimizando el = impacto ambiental, siguiendo protocolos de manejo de residuos y restauraci= =C3=B3n de =C3=A1reas intervenidas.Participaci=C3=B3n comunitar= ia: se implementaron p= rocesos de socializaci=C3=B3n con las comunidades beneficiarias, garantizan= do su derecho a la informaci=C3=B3n y participaci=C3=B3n en el proyecto.</s= pan>Integridad cient=C3=ADfica: los datos recolectados y an=C3=A1lisis realizados se basaron= en metodolog=C3=ADas t=C3=A9cnicas reconocidas, garantizando la veracidad = y confiabilidad de los resultados.Confidencialidad:<span= style=3D"font-family:'Times New Roman'"> se respet=C3=B3 la confidencialid= ad de informaci=C3=B3n sensible relacionada con propiedades privadas y aspe= ctos de seguridad del proyecto.La metodolog=C3=ADa empleada garantiza la obtenci= =C3=B3n de resultados t=C3=A9cnicamente fundamentados y =C3=A9ticamente res= ponsables, proporcionando una base s=C3=B3lida para la toma de decisiones e= n la rehabilitaci=C3=B3n de la infraestructura vial rural estudiada.= 3.= Resultados<= span style=3D"font-family:'Times New Roman'; font-style:italic">3.1. Caract= erizaci=C3=B3n topogr=C3=A1fica y geom=C3=A9trica de la v=C3=ADa= El levantamiento t= opogr=C3=A1fico revel=C3=B3 que la v=C3=ADa Yee-Vuelta Larga<sp= an style=3D"font-family:'Times New Roman'"> presenta una longitud total de = 27.5 km como se muestra en la <a href=3D"#fig1" style=3D"text-decora= tion:none">Figura 1</a= > con variaciones significati= vas en su geometr=C3=ADa. El an=C3=A1lisis del modelo digital del terreno m= ostr=C3=B3 que la v=C3=ADa atraviesa terreno ondulado con pendientes longit= udinales que var=C3=ADan entre 0.5% y 8%, cumpliendo con las especificacion= es t=C3=A9cnicas para v=C3=ADas rurales seg=C3=BAn las normas del MTOP (200= 2). El ancho de calzada existente oscila entre 8.0 y 8.5 metros, requiriend= o homogenizaci=C3=B3n para garantizar condiciones de seguridad adecuadas.</= span><a id=3D"fig1"= >Figura 1</a>Localiza= ci=C3=B3n de sitio de estudio<img s= rc=3D"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAWgAAAGCCAYAAADNOlkxAAA= ABHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQBlSsOGwAAIABJREFUeJzsvcmvLVd25vfbbU= Sc7t53X0sySSazsbqsMlyNCyqhAEEWyiPbqBrZ8KSmlqcFeOShJwL8RxjwxAPDgEtAJUoDA57Ic= LmsJlUSpOzJ5Otve5qI2K0Ha5/zyBSZzAQESAYYAPneu+fcc05E7L3Wt77vW+uoWmvly+PL48vj= y+PL42/dof+mP8CXx5fHl8eXx5fHZx9fBugvjy+PL48vj7+lh/28B0qppJTIuQDwV3mQX4AZqfX= nfPYnn6V+9lO/4OFPPe3N/36+l1F/9eelVH5RNujnORulPv1Ipbbn/tWf/yKX/PMOpdTpPWutn3= rdX+Dqf+5xfI2f/v36Wa+pPnH+9RPn+Dlvrn/6s//c6+qzDsVnXVB1evOfeu1fZLl/xt/UZ52U+= vzHlHpzvj/r3tdPXLdPPUV94g8l76BUe/7xun3ma372NT1erc/4pKcHj59DqU/+xme8wk89//i8= X/RefvLcgDf785P7vf1Mfdam/jmOn/mZPicefN71+8LXbJfHaI13HmPM5wfolDP/0//yb/jTP//= BaSPnUlqwLZRaKKW8+Yy1AJVS5MLXmqm1AO15VGqplCrPrTVzXFW1VkpNlJKp7XNWreXiK8BoCl= 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Esta infraestructura de drenaje existente constituye un ac= tivo importante que debe ser considerado en el plan de rehabilitaci=C3=B3n,= requiriendo principalmente actividades de limpieza y mantenimiento prevent= ivo.<a id=3D"tabla1">Tabla 1</a>Inventario de obras de ar= te existentes en la v=C3=ADa Yee-Vuelta Larga<table style=3D"wid= th:100%; margin-right:auto; margin-left:auto; margin-bottom:0pt; padding:0p= t; border-collapse:collapse"><tr style=3D"height:14.3pt"><td style=3D"width= :22.84%; border-top:0.75pt solid #000000; border-bottom:0.75pt solid #00000= 0; padding:0pt 3.5pt; vertical-align:middle">Tipo de Obra</td>= <td style=3D"width:20.78%; border-top:0.75pt solid #000000; border-bottom:0= .75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">Cantidad</= span></td><td style=3D"width:21%; border-top:0.75pt solid #000000; bord= er-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle"><= p style=3D"margin-left:21.3pt; margin-bottom:0pt; text-align:center; line-h= eight:normal; font-size:10pt">Estado General</td><td style=3D"width:35.38%; border-top:0.75pt= solid #000000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vert= ical-align:middle">Intervenci=C3=B3n Requerida</td></tr><tr st= yle=3D"height:14.3pt"><td style=3D"width:22.84%; padding:0pt 3.5pt; vertica= l-align:middle">Alcantarillas</td><td style=3D"width:20.78%; p= adding:0pt 3.5pt; vertical-align:middle"><sp= an style=3D"font-family:'Times New Roman'">48</td><td style=3D"w= idth:21%; padding:0pt 3.5pt; vertical-align:middle">Funcional<= /td><td style=3D"width:35.38%; padding:0pt 3.5pt; vertical-align:middle"><p= style=3D"margin-left:21.3pt; margin-bottom:0pt; text-align:center; line-he= ight:normal; font-size:10pt">= Limpieza y mantenimiento</td></tr><tr style=3D"height:14.3pt"><t= d style=3D"width:22.84%; padding:0pt 3.5pt; vertical-align:middle">Puente= s</td><td style=3D"width:20.78%; padding:0pt 3.5pt; vertical-ali= gn:middle">7</td><td style=3D"width:21%; padding:0pt 3.5pt; ve= rtical-align:middle">Variable</td><td style=3D"width:35.38%; p= adding:0pt 3.5pt; vertical-align:middle"><sp= an style=3D"font-family:'Times New Roman'">Evaluaci=C3=B3n estructural</spa= n></td></tr><tr style=3D"height:14.3pt"><td style=3D"width:22.84%; padd= ing:0pt 3.5pt; vertical-align:middle">Cunetas</td><td style=3D= "width:20.78%; padding:0pt 3.5pt; vertical-align:middle">15.2 km</= p></td><td style=3D"width:21%; padding:0pt 3.5pt; vertical-align:middle"><p= style=3D"margin-left:21.3pt; margin-bottom:0pt; text-align:center; line-he= ight:normal; font-size:10pt">= Deficiente</td><td style=3D"width:35.38%; padding:0pt 3.5pt; ver= tical-align:middle">Reconstrucci=C3=B3n</td></tr><tr style=3D"= height:14.3pt"><td style=3D"width:22.84%; border-bottom:0.75pt solid #00000= 0; padding:0pt 3.5pt; vertical-align:middle">Se=C3=B1alizaci=C3=B3n</span= ></td><td style=3D"width:20.78%; border-bottom:0.75pt solid #000000; pa= dding:0pt 3.5pt; vertical-align:middle"><spa= n style=3D"font-family:'Times New Roman'">Inexistente</td><td st= yle=3D"width:21%; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; ve= rtical-align:middle">-</td><td style=3D"width:35.38%; border-b= ottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">Imp= lementaci=C3=B3n completa</td></tr></table>Nota: Levantamiento topogr=C3=A1fico del pr= oyectoE= l an=C3=A1lisis geom=C3=A9trico evidenci=C3=B3 la necesidad de mejoras en e= l dise=C3=B1o horizontal y vertical para optimizar las condiciones de circu= laci=C3=B3n. Las curvas horizontales existentes presentan radios m=C3=ADnim= os de 230 metros, cumpliendo con los est=C3=A1ndares para la velocidad de d= ise=C3=B1o adoptada de 60 km/h. Sin embargo, la combinaci=C3=B3n de alineam= ientos horizontales y verticales requiere ajustes para mejorar la visibilid= ad y seguridad vial.3.2. An=C3=A1lisis del tr=C3=A1fico vehicul= arLos c= onteos de tr=C3=A1fico realizados durante tres d=C3=ADas consecutivos permi= tieron determinar un TPDA actual de 44 veh=C3=ADculos/d=C3=ADa, con una com= posici=C3=B3n vehicular de 75% veh=C3=ADculos livianos, 15% buses y 10% cam= iones. Esta distribuci=C3=B3n es t=C3=ADpica de v=C3=ADas rurales en Ecuado= r, donde predomina el tr=C3=A1fico liviano con presencia moderada de transp= orte p=C3=BAblico y carga.La proyecci=C3=B3n del tr=C3=A1fico a 20 a=C3=B1os, util= izando una tasa de crecimiento del 2.5% anual, estima un TPDA futuro de 209= veh=C3=ADculos/d=C3=ADa. Como se observa en la <a href=3D"#fig2" st= yle=3D"text-decoration:none">= Figura 2</a>, el creci= miento proyectado muestra una tendencia sostenida que justifica la inversi= =C3=B3n en infraestructura de pavimento flexible con capacidad estructural = adecuada para soportar las cargas futuras. <= span style=3D"font-family:'Times New Roman'; font-weight:bold; font-style:n= ormal; color:#000000"> <a id=3D"fig2">Figura 2</a>Proyecci=C3=B3n = del tr=C3=A1fico vehicular para el per=C3=ADodo de dise=C3=B1o<p= style=3D"margin-left:21.25pt; margin-bottom:0pt; text-align:center; line-h= eight:115%; font-size:10pt"><img src=3D"data:image/png;base64,iVBORw0KGgoAA= AANSUhEUgAAAeIAAAEZCAYAAABLvCZ5AAAABHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQB= lSsOGwAAIABJREFUeJzs3Xd4HNXZ8OHfzGzf1a66ZDVLsqotWe7GvWFjOhgINQQcIIFAApiSFwI= hkAJvEhJIPkhI6CW8kNAJxb1hGzfcZVuSLctW79L22ZnvD+HFwgZsLGklc+7rMhdazc48O9rdZ8= 6cc54j6bquIwiCIAhCRMiRDkAQBEEQvstEIhYEQRCECBKJWBAEQRAiSCRiQRAEQYggkYgFQRAEI= 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AqFSCQSDA4OMnnyZAKBAIcPH+a6665jwYIFLF26lJkzZ7JkyRIURUHTNILBIKqq5gxZMpnkpZde= IpVKccMNN2C32z/+4heQYDCI1+tFFEXi8TizZs3i5MmT9PT0cPXVV1NTU8OyZcuoqanhkksuwe/= 38/LLL6MoCqtXryaTyRCNRpk1axaHDh0ik8mwYMGCs/S44MuXRiOnqzj0UKXTaSRJQhTFs75XFA= VFUTAYDLmc2NBxQ/H/kVjidC49TpfnXN+fLvvQ30P54aFw9XDzUTmHRrtDYc1MJoOiKLnPQ98Ph= aiH9FBVNddOo0GPIXlkWc7dZwCDwXBWrvF0PU7/3UhwrvYYqnYkCEJu9vSQHplMBkEQcqsiTm+P= TCYzqvrVUFWzIT1UVc19PtfxgiCQSqVyIfqR4Fz9aigk+tHfneu+D/1/aPb+aNHjXPJ89P10LtL= pNKIojtgqnHPpoWnaGfIM6THU5yRJyjlqp7fHR4/LnfezYIh1dHR0dHRGK5/6HLGOzmeRoYIPQ9= EPHR2d0cvoqLiho6PzifF6vdTX11NeXk5tbS2CINDV1cWf//xnXC4XN9xww4iFi3V0dD4e3RDr6= IxhVFXlj3/8Iz/+8Y+ZPHkymzZtwm6309fXx7Rp03L5dkVR6OrqwufzMX78+HPO3NTR0RkZdEOs= ozOGGRgY4MUXX+Suu+5i48aNvPfee4wbN466ujqWLFnC8ePH+dWvfoXVauWuu+6ipKSE1tZW3nz= zTaqrq0dafB0dHfQcsY7OmEXTNJqbm/F6vZSWluJ2u3nppZdylYgefPBBZs2ahdfr5fnnn2fhwo= U89dRTyLLMyy+/PNLi6+jonEI3xDo6YxRFUXj11VfxeDy0tbUxffr0XPlAWZZzJQE1TWPevHk0N= jby9NNPk06nR/22pDo6nyX05Us6OmMURVE4ePAgJpOJyZMnE41GaWhooKKigsOHD7N06VKampoo= LCwkPz+fvXv30tXVRVVVFUuWLBmR2r06OjpnoxtiHR0dHR2dEUQPTevo6Ojo6IwguiHW0dHR0dE= ZQXRDrKOjo6OjM4LohlhHR0dHR2cE+X/C8a0YuAOyjQAAAABJRU5ErkJggg=3D=3D" width=3D= "482" height=3D"281" alt=3D"" />Fuente: Estudio de tr=C3=A1fico del proyec= toEl an= =C3=A1lisis de ejes equivalentes result=C3=B3 en 2.1 =C3=97 10=E2=81=B5 ESA= Ls para el per=C3=ADodo de dise=C3=B1o, clasificando la v=C3=ADa en la cate= gor=C3=ADa de tr=C3=A1fico bajo seg=C3=BAn los criterios AASHTO. Este valor= es fundamental para el dimensionamiento de la estructura del pavimento y c= onfirma la viabilidad t=C3=A9cnica y econ=C3=B3mica del pavimento flexible = propuesto.3.3. Caracterizaci=C3=B3n geot=C3=A9cnica de la subra= santeLo= s estudios de mec=C3=A1nica de suelos revelaron variaciones significativas = en las caracter=C3=ADsticas de la subrasante a lo largo del trazado. Los va= lores de CBR oscilan entre 3.42% y 11.34%, con un valor promedio de 6.8%, i= ndicando suelos de capacidad portante baja a media seg=C3=BAn la clasificac= i=C3=B3n AASHTO.En la <a href=3D"#tabla2" style=3D"text-decoration:none"><s= pan class=3D"Hyperlink" style=3D"font-family:'Times New Roman'; font-weight= :bold; text-decoration:none; color:#000000">Tabla 2</a> se presenta la distribuci=C3=B3n de los= valores de CBR por sectores homog=C3=A9neos, evidenciando la necesidad de = tratamientos diferenciados seg=C3=BAn las condiciones locales del suelo. Lo= s sectores con CBR inferior al 5% requieren mejoramiento de la subrasante m= ediante estabilizaci=C3=B3n mec=C3=A1nica o qu=C3=ADmica.<a id=3D"tabla2">Tabla 2= </a>Caracterizaci=C3=B3n geot=C3=A9cnica de la subr= asante por sectores<table style=3D"width:100%; margin-right:auto= ; margin-left:auto; margin-bottom:0pt; padding:0pt; border-collapse:collaps= e"><tr style=3D"height:14.3pt"><td style=3D"width:6.98%; border-top:0.75pt = solid #000000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; verti= cal-align:middle">Sector</t= d><td style=3D"width:16.98%; border-top:0.75pt solid #000000; border-bottom= :0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">Abscisa= (km)</td><td style=3D"width:12.42%; border-top:0.75pt solid #00= 0000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align= :middle">CBR (%)</td><td style=3D"width:19.62%; border-top:0.75= pt solid #000000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; ve= rtical-align:middle">Clasificaci=C3=B3n SUCS</td><td style=3D"w= idth:22.24%; border-top:0.75pt solid #000000; border-bottom:0.75pt solid #0= 00000; padding:0pt 3.5pt; vertical-align:middle">Clasificaci=C3=B3n AASHTO= </td><td style=3D"width:21.76%; border-top:0.75pt solid #000000;= border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:midd= le">Tratamiento Requerido</td></tr><tr style=3D"height:14.3pt">= <td style=3D"width:6.98%; padding:0pt 3.5pt; vertical-align:middle">1</spa= n></td><td style=3D"width:16.98%; padding:0pt 3.5pt; vertical-align:mid= dle">0+000 - 5+000</td><td style=3D"width:12.42%; padding:0pt 3= .5pt; vertical-align:middle">8.5</td><td style=3D"width:19.62%;= padding:0pt 3.5pt; vertical-align:middle"><s= pan style=3D"font-family:'Times New Roman'">CL</td><td style=3D"= width:22.24%; padding:0pt 3.5pt; vertical-align:middle">A-6</td= ><td style=3D"width:21.76%; padding:0pt 3.5pt; vertical-align:middle">Ning= uno</td></tr><tr style=3D"height:14.3pt"><td style=3D"width:6.98= %; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:mi= ddle">2</td><td style=3D"width:16.98%; border-bottom:0.75pt sol= id #000000; padding:0pt 3.5pt; vertical-align:middle">5+000 - 10+000</span= ></td><td style=3D"width:12.42%; border-bottom:0.75pt solid #000000; pa= dding:0pt 3.5pt; vertical-align:middle"><span= style=3D"font-family:'Times New Roman'">4.2</td><td style=3D"wi= dth:19.62%; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical= -align:middle">CH</td><td style=3D"width:22.24%; border-bottom:= 0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">A-7-6</spa= n></td><td style=3D"width:21.76%; border-bottom:0.75pt solid #000000; p= adding:0pt 3.5pt; vertical-align:middle"><spa= n style=3D"font-family:'Times New Roman'">Estabilizaci=C3=B3n</t= d></tr></table>Tabla 2</= span>Caracterizaci=C3=B3n geot=C3=A9cnica de la sub= rasante por sectores (continuaci=C3=B3n)<table style=3D"width:10= 0%; margin-right:auto; margin-left:auto; margin-bottom:0pt; padding:0pt; bo= rder-collapse:collapse"><tr style=3D"height:14.3pt"><td style=3D"width:7.6%= ; border-top:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle= ">Sector= </td><td style=3D"width:19.76%; border-top:0.75pt solid #000000; padding:0p= t 3.5pt; vertical-align:middle">Abscisa (km)</td><td style=3D= "width:11.64%; border-top:0.75pt solid #000000; padding:0pt 3.5pt; vertical= -align:middle">CBR (%)</td><td style=3D"width:18.74%; border-to= p:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">Clasifi= caci=C3=B3n SUCS</td><td style=3D"width:21.36%; border-top:0.75p= t solid #000000; padding:0pt 3.5pt; vertical-align:middle">Clasificaci=C3= =B3n AASHTO</td><td style=3D"width:20.9%; border-top:0.75pt soli= d #000000; padding:0pt 3.5pt; vertical-align:middle">Tratamiento Requerido= </td></tr><tr style=3D"height:14.3pt"><td style=3D"width:7.6%; b= order-top:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle"><= p style=3D"margin-left:21.3pt; margin-bottom:0pt; text-align:center; line-h= eight:normal; font-size:8pt">= 3</td><td style=3D"width:19.76%; border-top:0.75pt solid #000000= ; padding:0pt 3.5pt; vertical-align:middle"><= span style=3D"font-family:'Times New Roman'">10+000 - 15+000</td= ><td style=3D"width:11.64%; border-top:0.75pt solid #000000; padding:0pt 3.= 5pt; vertical-align:middle">11.3</td><td style=3D"width:18.74%;= border-top:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle"= >SC</td><td style=3D"width:21.36%; border-top:0.75pt solid #000= 000; padding:0pt 3.5pt; vertical-align:middle">A-2-4</td><td st= yle=3D"width:20.9%; border-top:0.75pt solid #000000; padding:0pt 3.5pt; ver= tical-align:middle">Ninguno</td></tr><tr style=3D"height:14.3pt= "><td style=3D"width:7.6%; padding:0pt 3.5pt; vertical-align:middle">4</sp= an></td><td style=3D"width:19.76%; padding:0pt 3.5pt; vertical-align:mi= ddle">15+000 - 20+000</td><td style=3D"width:11.64%; padding:0p= t 3.5pt; vertical-align:middle">3.4</td><td style=3D"width:18= .74%; padding:0pt 3.5pt; vertical-align:middle">CH</td><td styl= e=3D"width:21.36%; padding:0pt 3.5pt; vertical-align:middle">A-7-6<= /p></td><td style=3D"width:20.9%; padding:0pt 3.5pt; vertical-align:middle"= >Estabilizaci=C3=B3n</td></tr><tr style=3D"height:14.3pt"><td s= tyle=3D"width:7.6%; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; = vertical-align:middle">5</td><td style=3D"width:19.76%; border-= bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">20+= 000 - 27+500</td><td style=3D"width:11.64%; border-bottom:0.75pt= solid #000000; padding:0pt 3.5pt; vertical-align:middle">7.8</= td><td style=3D"width:18.74%; border-bottom:0.75pt solid #000000; padding:0= pt 3.5pt; vertical-align:middle">CL</td><td style=3D"width:21.= 36%; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:= middle">A-6</td><td style=3D"width:20.9%; border-bottom:0.75pt = solid #000000; padding:0pt 3.5pt; vertical-align:middle">Ninguno</p= ></td></tr></table>Nota: Estudio de mec=C3=A1nica de suelos del proyecto<sp= an style=3D"font-family:'Times New Roman'">La clasificaci=C3=B3n de suelos = mostr=C3=B3 predominancia de arcillas de baja a media plasticidad (CL) y ar= cillas de alta plasticidad (CH), con presencia localizada de arenas arcillo= sas (SC). Esta variabilidad requiere un dise=C3=B1o de pavimento que consid= ere las condiciones m=C3=A1s cr=C3=ADticas y establezca especificaciones di= ferenciadas por sectores.3.4. Evaluaci=C3=B3n del estado del pa= vimento existenteLa evaluaci=C3=B3n mediante el m=C3=A9todo PCI revel=C3=B3 condic= iones variables del pavimento existente. Los primeros 16 km presentan carpe= ta asf=C3=A1ltica con PCI promedio de 45 (regular), mientras que el tramo r= estante cuenta con doble tratamiento superficial con PCI de 25 (pobre). Las= fallas predominantes incluyen fisuramiento por fatiga, baches, deformacion= es permanentes y p=C3=A9rdida de agregados.Como se muestra en la <a href=3D= "#fig3" style=3D"text-decoration:none">Figura 3</a>= la distribuci=C3=B3n de fallas evidencia la necesidad de intervenciones di= ferenciadas seg=C3=BAn el tipo y severidad de los deterioros. El 60% de la = superficie requiere rehabilitaci=C3=B3n mayor, el 30% rehabilitaci=C3=B3n m= enor y solo el 10% mantenimiento preventivo.<a id=3D"fig3">Figura 3</a>Distribuci=C3=B3n de fallas en el pavimento existente<= /p><img sr= c=3D"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAi0AAADOCAYAAADypjJ3AAAA= BHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQBlSsOGwAAIABJREFUeJzt3Xl8VHWe7/9Xpaq= SVMgCIYQAkQTZwbCIIuIoNI23xYsOyoWLNPaIDbhcH+NvRHtoe4H20Qo6fdvp2zhougVFCWhLgw= NtIxoioGw2axJWkV1CCNlDpfbfHzFFlsoCWWrJ+/l45CFVZ/ueIiFvP5/vOcfAdfB4PJ7rWV9ER= ESkMQaDwdDsdRtbqJAiIiIi7amxENPgAgUWERER8YeGgku9NxVWREREJBDUDS+1XiiwiIiISCCp= GVxM/hyIiMDktTsbXb5x6p0ATHlpS6Prrf/1hFYbk4hIIPKGFlVZRNpGU6GktTQWahRoRCRYeTw= eT3W1xVT9hn+HJBIa2iugXC9fgUZBRkSCRXVwUXtIpIUCNag0pW6QUYgRkUCn0CJynYI1pDRFIU= ZEAl2YvwcgEgx+M/c9fw+h3U15aYv3S0QkEJg0n0XEt44YVBpSHVxUfRERf/F4PB6DQotIbY2Fl= YV/ehRo3xZRcy95bm8KMCLS3jSnRQRVVW6Eqi8i0t4UWqRDU1hpOYUXEWkvag9Jh9SSsNLeLaJA= bQ81RgFGRNqCKi3Soaiy0j5UfRGRtqBLnqXDUGBpf8FUHRKRwKf2kIS8tggr7dkiCsb2kC+quoh= 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SU1qy4+Pt+MNK2FFhEOh6FFgk4rRE2/HV5s7QPBRaRjkmhRQJSa1VJFFhCjwKLSMel0CIB60aDi= +axhC4FFpGOTaFFAtr1BhfNYwldCiwiotAiAa+5QUTzWEKXAouIgEKLBInrqaAosISOcev+W4FF= RLx0nxYJOr7u5aJ5LKFHYUVE6lKlRYJO3aqL5rGEHgUWEfFFoUWCkq+goipLaFBgEZGGqD0kIUG= BJfgprIhIU1RpERG/U2ARkeZQpUVChqotwUdhRUSuh0KLhByFl+CgwCIi10vtIQk5+mUY+PR3JC= I3QpUWCWmqugQWhRURaQmFFukQFF78S2FFRFqDQot0KAov7UthRURak0KLdDgKLm1PYUVE2oJCi= 3RYCi9tQ4FFRNqKQot0eAovLaegIiLtQaFFpAYFmOujsCIi7UmhRcQHhZfGKayIiD8otIg0QQGm= ioKKiPibQovIdehoAUZBRUQCiQFAwUXk+oVqgFFQEZFAZDAYDAotIq0kWEOMQoqIBAOFFpE2Fmh= BRgFFRIKVQouIH7RXkFFAEZFQUZ1XDNVvKLiIiIhIIKoXWkDBRURERAJLdWABCPPnQEREREQaUj= OwQJ1KC6jaIiIiIv5XN7CAj9BSTeFFRERE/MFXYIFGQgsouIiIiEj7aSiseJdfz84UYkRERKQ1N= RVUavr/AZW+toS0Br6LAAAAAElFTkSuQmCC" width=3D"557" height=3D"206" alt=3D"" = />Fuente: Evaluaci=C3=B3n PCI del pavimento existenteLos resultados de la evalu= aci=C3=B3n PCI confirman la necesidad urgente de rehabilitaci=C3=B3n integr= al de la v=C3=ADa, justificando la inversi=C3=B3n propuesta y validando el = enfoque metodol=C3=B3gico adoptado para el dise=C3=B1o de la nueva estructu= ra de pavimento.3.5. Dise=C3=B1o hidrol=C3=B3gico y sistema de = drenaje= El an=C3=A1lisis hidrol=C3=B3gico, basado en datos del INAMHI, estableci=C3= =B3 una precipitaci=C3=B3n media anual de 2,200 mm con intensidades m=C3=A1= ximas de 120 mm/h para per=C3=ADodo de retorno de 25 a=C3=B1os. Estas condi= ciones clim=C3=A1ticas extremas requieren un sistema de drenaje robusto par= a garantizar la durabilidad de la infraestructura vial.El dise=C3=B1o del sistema= de drenaje contempla cunetas laterales con secci=C3=B3n triangular de 1.0 = m de ancho y 0.5 m de profundidad, capaces de conducir caudales de hasta 2.= 5 m=C2=B3/s. Las alcantarillas existentes, en su mayor=C3=ADa funcionales, = requieren =C3=BAnicamente limpieza y mantenimiento preventivo, representand= o un ahorro significativo en los costos del proyecto.= En la <a href=3D"#tabl= a3" style=3D"text-decoration:none">Tabla 3</a> se p= resenta el dimensionamiento de las obras de drenaje propuestas, considerand= o los caudales de dise=C3=B1o calculados mediante el m=C3=A9todo racional y= las velocidades m=C3=A1ximas admisibles para prevenir erosi=C3=B3n.= <a id=3D"tabla3">Tab= la 3</a>Dimensionamiento de obras de drenaje= superficial<table style=3D"width:100%; margin-right:auto; margi= n-left:auto; margin-bottom:0pt; padding:0pt; border-collapse:collapse"><tr = style=3D"height:25.85pt"><td style=3D"width:21.12%; border-top:0.75pt solid= #000000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-a= lign:middle">Elemento</td><td style=3D"width:21.86%; border-to= p:0.75pt solid #000000; border-bottom:0.75pt solid #000000; padding:0pt 3.5= pt; vertical-align:middle">Dimensiones</td><td style=3D"width:= 16.68%; border-top:0.75pt solid #000000; border-bottom:0.75pt solid #000000= ; padding:0pt 3.5pt; vertical-align:middle">= Caudal de Dise=C3=B1o (m=C2= =B3/s)</td><td style=3D"width:22.3%; border-top:0.75pt solid #00= 0000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align= :middle">Velocidad (m/s)</td><td style=3D"width:18.04%; border= -top:0.75pt solid #000000; border-bottom:0.75pt solid #000000; padding:0pt = 3.5pt; vertical-align:middle">Longitud Total (m)</td></tr><tr = style=3D"height:27.2pt"><td style=3D"width:21.12%; padding:0pt 3.5pt; verti= cal-align:middle">Cunetas laterales</td><td style=3D"width:21.= 86%; padding:0pt 3.5pt; vertical-align:middle">1.0 x 0.5 m</td= ><td style=3D"width:16.68%; padding:0pt 3.5pt; vertical-align:middle">2.5= </td><td style=3D"width:22.3%; padding:0pt 3.5pt; vertical-align= :middle">2.8</td><td style=3D"width:18.04%; padding:0pt 3.5pt;= vertical-align:middle">55</td></tr><tr style=3D"height:27.2pt= "><td style=3D"width:21.12%; padding:0pt 3.5pt; vertical-align:middle">Al= cantarillas =C3=98 0.90 m</td><td style=3D"width:21.86%; padding= :0pt 3.5pt; vertical-align:middle">0.90 m</td><td style=3D"wid= th:16.68%; padding:0pt 3.5pt; vertical-align:middle">1.2</td><= td style=3D"width:22.3%; padding:0pt 3.5pt; vertical-align:middle">3.2</s= pan></td><td style=3D"width:18.04%; padding:0pt 3.5pt; vertical-align:m= iddle">1,44</td></tr><tr style=3D"height:27.2pt"><td style=3D"= width:21.12%; padding:0pt 3.5pt; vertical-align:middle">Alcantarillas =C3= =98 1.20 m</td><td style=3D"width:21.86%; padding:0pt 3.5pt; ver= tical-align:middle">1.20 m</td><td style=3D"width:16.68%; padd= ing:0pt 3.5pt; vertical-align:middle">2.0</td><td style=3D"wid= th:22.3%; padding:0pt 3.5pt; vertical-align:middle">3.5</td><t= d style=3D"width:18.04%; padding:0pt 3.5pt; vertical-align:middle">720</s= pan></td></tr><tr style=3D"height:27.2pt"><td style=3D"width:21.12%; bo= rder-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle"= >Canales de descarga</td><td style=3D"width:21.86%; border-bot= tom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">0.8 x= 0.6 m</td><td style=3D"width:16.68%; border-bottom:0.75pt solid= #000000; padding:0pt 3.5pt; vertical-align:middle">1.8</td><t= d style=3D"width:22.3%; border-bottom:0.75pt solid #000000; padding:0pt 3.5= pt; vertical-align:middle">3.0</td><td style=3D"width:18.04%; = border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middl= e">2,4</td></tr></table>Nota: Estudio hidrol=C3=B3gico del proyectoEl sistema de subdrenaje= incluye drenes longitudinales en sectores cr=C3=ADticos identificados dura= nte el reconocimiento de campo, donde se evidenci=C3=B3 la presencia de niv= eles fre=C3=A1ticos altos que podr=C3=ADan afectar la estabilidad de la est= ructura del pavimento.3.6. Dise=C3=B1o estructural del paviment= o flexibleLa aplicaci=C3=B3n de la metodolog=C3=ADa AASHTO 93 result=C3=B3 en una = estructura de pavimento flexible compuesta por tres capas: carpeta asf=C3= =A1ltica de 5 cm, base granular de 20 cm y subbase granular de 35 cm. Este = dise=C3=B1o considera las condiciones m=C3=A1s cr=C3=ADticas identificadas = en los estudios t=C3=A9cnicos y garantiza un per=C3=ADodo de servicio de 20= a=C3=B1os.El n=C3=BAmero estructural requerido (SN) calculado fue de 3.2, distrib= uido entre las diferentes capas seg=C3=BAn sus coeficientes estructurales y= condiciones de drenaje. La <a href=3D"#fig4" style=3D"text-decorati= on:none">Figura 4</a><= span style=3D"font-family:'Times New Roman'"> ilustra la secci=C3=B3n t=C3= =ADpica del pavimento propuesto con las especificaciones t=C3=A9cnicas de c= ada capa.<a id=3D"fig4">Figura 4</a>Secci=C3=B3n t=C3=AD= pica del pavimento flexible propuesto<img src=3D"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAagAAAE0CAYAAAB= 5Fqf4AAAABHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQBlSsOGwAAIABJREFUeJzsnXdgU1= XbwH83O2mapOneg1mgrAKyQQUEBEGWioCCoqgooICvoCJDBXGgiKKIyKoLEVFB1ofgQMFRZkuhB= Tro3k2TZt3vj9L7ElpHeXGg+f1DuTdn5uQ85zzneZ4jiKIo4sWLFy9evPzNkP3VFfDixYsXL14a= wiugvHjx4sXL3xKvgPLixYsXL39LFHV//BuPogRB+Kur4MWLFy9efgGF1Wpl27bPyc7OQiZreMI= WRVAq1ajV6n/MpC4IAgkJCbRu3fqvrso/EkEQUCqVyGTeTboXL14uD2HFildFpdJCt26JKJWKBj= 9UWWnHbtdiMpn/MQLKyx+LIAio1WpiYmK8Y8aLFy+XhdCjR1dx//73f3WlW1hYg49PKDqd7k+sm= pernbNnz2K1WomOjvaOHS9evDQaRWFh4W+qYWQyOXK5HACr1YrD4biswuRyORqNRsrrUux2Ozab= 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/>Fuente: Dise=C3=B1o estructural del pavimento<spa= n style=3D"font-family:'Times New Roman'">Los materiales especificados cump= len con las normas t=C3=A9cnicas del MTOP (2002) garantizando la calidad y = durabilidad de la estructura. La carpeta asf=C3=A1ltica utilizar=C3=A1 mezc= la en caliente con asfalto modificado, la base ser=C3=A1 de material granul= ar clase 1 y la subbase de material granular clase 3.= 3.7. An=C3= =A1lisis de costos y presupuesto del proyectoEl an=C3=A1lisis presupuestario detal= lado revel=C3=B3 un costo total de USD $4,206,465.58 para la rehabilitaci= =C3=B3n completa de los 27.5 km de v=C3=ADa. Como se muestra en la <= a href=3D"#tabla4" style=3D"text-decoration:none">Tabla 4</a> la distribuci=C3=B3n de costos por actividades principales evide= ncia que la estructura de pavimento representa el 65% del presupuesto total= , seguida por las obras de arte menor con el 20%. <= a id=3D"tabla4">Tabla 4</a>Distribuci=C3=B3n presupuestaria por actividades principales</= p><table style=3D"width:100%; margin-right:auto; margin-left:auto; margin-b= ottom:0pt; padding:0pt; border-collapse:collapse"><tr style=3D"height:38.75= pt"><td style=3D"width:27.02%; border-top:0.75pt solid #000000; border-bott= om:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">Activi= dad</td><td style=3D"width:23.26%; border-top:0.75pt solid #0000= 00; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:m= iddle">Costo (USD)</td><td style=3D"width:25.32%; border-top:0= .75pt solid #000000; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt;= vertical-align:middle">Porcentaje (%)</td><td style=3D"width:= 24.38%; border-top:0.75pt solid #000000; border-bottom:0.75pt solid #000000= ; padding:0pt 3.5pt; vertical-align:middle">= Costo por km (USD/km)<= /p></td></tr><tr style=3D"height:27.2pt"><td style=3D"width:27.02%; padding= :0pt 3.5pt; vertical-align:middle">Actividades preliminares</t= d><td style=3D"width:23.26%; padding:0pt 3.5pt; vertical-align:middle">32= ,663</td><td style=3D"width:25.32%; padding:0pt 3.5pt; vertical-= align:middle">0.8</td><td style=3D"width:24.38%; padding:0pt 3= .5pt; vertical-align:middle">1,188</td></tr><tr style=3D"heigh= t:27.2pt"><td style=3D"width:27.02%; padding:0pt 3.5pt; vertical-align:midd= le">Estructura de pavimento</td><td style=3D"width:23.26%; pad= ding:0pt 3.5pt; vertical-align:middle"><span= style=3D"font-family:'Times New Roman'">2,733,893</td><td style= =3D"width:25.32%; padding:0pt 3.5pt; vertical-align:middle">65.0</= p></td><td style=3D"width:24.38%; padding:0pt 3.5pt; vertical-align:middle"= >99,414</td></tr><tr style=3D"height:27.2pt"><td style=3D"widt= h:27.02%; padding:0pt 3.5pt; vertical-align:middle">Obras de arte menor</= span></td><td style=3D"width:23.26%; padding:0pt 3.5pt; vertical-align:= middle">841,254</td><td style=3D"width:25.32%; padding:0pt 3.5= pt; vertical-align:middle">20.0</td><td style=3D"width:24.38%;= padding:0pt 3.5pt; vertical-align:middle"><= span style=3D"font-family:'Times New Roman'">30,591</td></tr><tr= style=3D"height:14.3pt"><td style=3D"width:27.02%; padding:0pt 3.5pt; vert= ical-align:middle">Se=C3=B1alizaci=C3=B3n</td><td style=3D"wid= th:23.26%; padding:0pt 3.5pt; vertical-align:middle">256,574</= td><td style=3D"width:25.32%; padding:0pt 3.5pt; vertical-align:middle">6= .1</td><td style=3D"width:24.38%; padding:0pt 3.5pt; vertical-al= ign:middle">9,33</td></tr><tr style=3D"height:40.75pt"><td sty= le=3D"width:27.02%; padding:0pt 3.5pt; vertical-align:middle">Plan de man= ejo ambiental</td><td style=3D"width:23.26%; padding:0pt 3.5pt; = vertical-align:middle">29,08</td><td style=3D"width:25.32%; pa= dding:0pt 3.5pt; vertical-align:middle"><spa= n style=3D"font-family:'Times New Roman'">0.7</td><td style=3D"w= idth:24.38%; padding:0pt 3.5pt; vertical-align:middle">1,057</= td></tr><tr style=3D"height:14.3pt"><td style=3D"width:27.02%; padding:0pt = 3.5pt; vertical-align:middle">Subtotal</td><td style=3D"width:= 23.26%; padding:0pt 3.5pt; vertical-align:middle">3,893,464</t= d><td style=3D"width:25.32%; padding:0pt 3.5pt; vertical-align:middle">92= .6</td><td style=3D"width:24.38%; padding:0pt 3.5pt; vertical-al= ign:middle">141,58</td></tr><tr style=3D"height:14.3pt"><td st= yle=3D"width:27.02%; padding:0pt 3.5pt; vertical-align:middle">IVA (15%)<= /span></td><td style=3D"width:23.26%; padding:0pt 3.5pt; vertical-align= :middle">467,216</td><td style=3D"width:25.32%; padding:0pt 3.= 5pt; vertical-align:middle">11.1</td><td style=3D"width:24.38%= ; padding:0pt 3.5pt; vertical-align:middle">= 16,99</td></tr><tr= style=3D"height:14.3pt"><td style=3D"width:27.02%; border-bottom:0.75pt so= lid #000000; padding:0pt 3.5pt; vertical-align:middle">TOTAL</= td><td style=3D"width:23.26%; border-bottom:0.75pt solid #000000; padding:0= pt 3.5pt; vertical-align:middle">4,360,680</td><td style=3D"wi= dth:25.32%; border-bottom:0.75pt solid #000000; padding:0pt 3.5pt; vertical= -align:middle">103.7</td><td style=3D"width:24.38%; border-bot= tom:0.75pt solid #000000; padding:0pt 3.5pt; vertical-align:middle">158,5= 7</td></tr></table>Nota: Presupuesto detallado del proyecto <spa= n style=3D"font-family:'Times New Roman'">El costo por kil=C3=B3metro de US= D $158,570 es competitivo comparado con proyectos similares en Ecuador, con= siderando las especificaciones t=C3=A9cnicas adoptadas y las condiciones pa= rticulares del proyecto. Este valor incluye todos los componentes necesario= s para garantizar una infraestructura vial de calidad y durabilidad adecuad= a.4. Discusi=C3=B3n = Los resultados obtenidos confirman la viabilidad t=C3=A9cnica y econ= =C3=B3mica del plan estrat=C3=A9gico propuesto para la rehabilitaci=C3=B3n = de la v=C3=ADa Yee-Vuelta Larga. La metodolog=C3=ADa AASHTO 93 aplicada para el dise=C3=B1o = del pavimento flexible demostr=C3=B3 su efectividad en proyectos similares = en Ecuador, como lo evidencian estudios previos realizados en v=C3=ADas rur= ales con caracter=C3=ADsticas comparables (Arregui, 2016; Reinoso & San= mart=C3=ADn, 2022; Ald=C3=A1s et al., 2024).La variabilidad de los valores de CBR = (3.42% a 11.34%) es consistente con estudios similares en la regi=C3=B3n co= stera ecuatoriana, donde predominan suelos arcillosos de origen aluvial con= capacidad portante variable. Esta condici=C3=B3n requiere un enfoque difer= enciado en el tratamiento de la subrasante, similar a lo reportado por Rom= =C3=A1n et al. (2024) en su an=C3=A1lisis de infraestructura vial rural.</s= pan>El TPDA ac= tual de 44 veh=C3=ADculos/d=C3=ADa es t=C3=ADpico de v=C3=ADas rurales en E= cuador, pero la proyecci=C3=B3n a 209 veh=C3=ADculos/d=C3=ADa en 20 a=C3=B1= os refleja el potencial de desarrollo econ=C3=B3mico que puede generar la m= ejora de la conectividad. Estudios internacionales demostraron que las inve= rsiones en infraestructura vial rural pueden incrementar el tr=C3=A1fico en= tre 3 y 5 veces en per=C3=ADodos de 15-20 a=C3=B1os, validando las proyecci= ones realizadas.La integraci=C3=B3n de consideraciones ambientales en el dise=C3= =B1o, particularmente el sistema de drenaje robusto es fundamental dada la = alta pluviosidad de la regi=C3=B3n (2,200 mm anuales). Esta aproximaci=C3= =B3n es consistente con las recomendaciones de Monta=C3=B1o-Ca=C3=B1ola &am= p; Espinoza-Correa (2022) sobre la importancia de sistemas de drenaje soste= nibles en v=C3=ADas de Esmeraldas.El costo total del proyecto USD $4.2 millones re= presenta una inversi=C3=B3n significativa pero justificada considerando los= beneficios socioecon=C3=B3micos esperados. El an=C3=A1lisis costo-benefici= o, aunque no detallado en este estudio, sugiere una relaci=C3=B3n favorable= considerando la reducci=C3=B3n de costos de operaci=C3=B3n vehicular, tiem= po de viaje y acceso a mercados que generar=C3=A1 la rehabilitaci=C3=B3n de= la v=C3=ADa.4.1 Limitaciones del estudio= Es importante reconocer las l= imitaciones del presente estudio. Los conteos de tr=C3=A1fico se realizaron= durante un per=C3=ADodo limitado (3 d=C3=ADas), lo que podr=C3=ADa no capt= urar completamente las variaciones estacionales del tr=C3=A1fico. Estudios = futuros deber=C3=ADan considerar conteos durante diferentes =C3=A9pocas del= a=C3=B1o para validar las proyecciones realizadas.<s= pan style=3D"font-family:'Times New Roman'">La caracterizaci=C3=B3n geot=C3= =A9cnica, aunque representativa, se bas=C3=B3 en calicatas cada kil=C3=B3me= tro, lo que podr=C3=ADa no detectar variaciones locales significativas del = suelo. La implementaci=C3=B3n del proyecto deber=C3=ADa incluir investigaci= ones geot=C3=A9cnicas complementarias durante la fase de construcci=C3=B3n.= El an= =C3=A1lisis econ=C3=B3mico se limit=C3=B3 a los costos directos de construc= ci=C3=B3n, sin incluir un an=C3=A1lisis detallado de beneficios socioecon= =C3=B3micos o costos de ciclo de vida. Investigaciones futuras podr=C3=ADan= incorporar estos aspectos para una evaluaci=C3=B3n m=C3=A1s integral del p= royecto.Los resultados obtenidos demuestran que el plan estrat=C3=A9gico propuesto= constituye una soluci=C3=B3n t=C3=A9cnicamente fundamentada y econ=C3=B3mi= camente viable para la rehabilitaci=C3=B3n de la v=C3=ADa Yee-Vuelta L= arga, con potencial de= replicaci=C3=B3n en proyectos similares de infraestructura vial rural en E= cuador.5. Conclusiones= <ul style=3D"margin:0pt; padding-left:0pt"><li class=3D"ListParagraph" = style=3D"margin-left:32.33pt; margin-bottom:0pt; text-align:justify; line-h= eight:115%; padding-left:3.67pt; font-family:serif; font-size:12pt">La presente investigaci=C3=B3n desar= rollo un plan estrat=C3=A9gico integral para la rehabilitaci=C3=B3n de la v= =C3=ADa Yee-Vuelta Larga que constituye un aporte significativo al conocimiento cient=C3=ADf= ico en el =C3=A1rea de infraestructura vial rural. Los resultados obtenidos= mediante la aplicaci=C3=B3n de metodolog=C3=ADas t=C3=A9cnicas reconocidas= internacionalmente demuestran la viabilidad de implementar soluciones sost= enibles y replicables para el mejoramiento de la conectividad rural en Ecua= dor.</li><li class=3D"ListParagraph" style=3D"margin-left:32.33pt; m= argin-bottom:0pt; text-align:justify; line-height:115%; padding-left:3.67pt= ; font-family:serif; font-size:12pt">El dise=C3=B1o estructural del pavimento flexible fundamentado en l= a metodolog=C3=ADa AASHTO 93, resulto en una propuesta t=C3=A9cnicamente op= timizada que considera las condiciones espec=C3=ADficas del proyecto: tr=C3= =A1fico proyectado de 209 veh=C3=ADculos/d=C3=ADa, caracter=C3=ADsticas geo= t=C3=A9cnicas variables de la subrasante (CBR entre 3.42% y 11.34%) y condi= ciones clim=C3=A1ticas extremas de la regi=C3=B3n costera ecuatoriana. La e= structura propuesta, compuesta por carpeta asf=C3=A1ltica de 5 cm, base gra= nular de 20 cm y subbase granular de 35 cm, garantiza un per=C3=ADodo de se= rvicio de 20 a=C3=B1os con niveles de confiabilidad adecuados para v=C3=ADa= s rurales.</li><li class=3D"ListParagraph" style=3D"margin-left:32.3= 3pt; margin-bottom:0pt; text-align:justify; line-height:115%; padding-left:= 3.67pt; font-family:serif; font-size:12pt">La integraci=C3=B3n de un sistema de drenaje robusto, dimensi= onado para las condiciones de alta pluviosidad de Esmeraldas (2,200 mm anua= les), constituye un elemento diferenciador que asegura la durabilidad de la= infraestructura vial. El aprovechamiento de las obras de arte existentes (= 48 alcantarillas y 7 puentes) mediante estrategias de mantenimiento y rehab= ilitaci=C3=B3n optimiza significativamente los recursos disponibles, demost= rando la importancia de realizar diagn=C3=B3sticos integrales previos a la = intervenci=C3=B3n.</li><li class=3D"ListParagraph" style=3D"margin-l= eft:32.33pt; margin-bottom:0pt; text-align:justify; line-height:115%; paddi= ng-left:3.67pt; font-family:serif; font-size:12pt">El an=C3=A1lisis econ=C3=B3mico revela que la inversi= =C3=B3n de USD $4,206,465.58 para 27.5 km de v=C3=ADa representa un costo c= ompetitivo de USD $152,962 por kil=C3=B3metro, considerando las especificac= iones t=C3=A9cnicas adoptadas y las condiciones particulares del proyecto. = Esta inversi=C3=B3n se justifica plenamente considerando el impacto socioec= on=C3=B3mico esperado en t=C3=A9rminos de mejora de accesibilidad, reducci= =C3=B3n de costos de transporte, desarrollo del turismo rural y fortalecimi= ento de las cadenas productivas locales.</li><li class=3D"ListParagr= aph" style=3D"margin-left:32.33pt; margin-bottom:0pt; text-align:justify; l= ine-height:115%; padding-left:3.67pt; font-family:serif; font-size:12pt"><s= pan style=3D"font-family:'Times New Roman'">La metodolog=C3=ADa desarrollad= a establece un modelo replicable para proyectos similares de rehabilitaci= =C3=B3n vial rural en Ecuador, integrando aspectos t=C3=A9cnicos, econ=C3= =B3micos, sociales y ambientales en un enfoque hol=C3=ADstico de planificac= i=C3=B3n estrat=C3=A9gica. La participaci=C3=B3n comunitaria y las consider= aciones de sostenibilidad ambiental incorporadas en el plan constituyen ele= mentos innovadores que trascienden el enfoque tradicional de proyectos de i= nfraestructura, promoviendo un desarrollo territorial m=C3=A1s equitativo e= inclusivo.</li><li class=3D"ListParagraph" style=3D"margin-left:32.= 33pt; margin-bottom:10pt; text-align:justify; line-height:115%; padding-lef= t:3.67pt; font-family:serif; font-size:12pt">Los resultados de esta investigaci=C3=B3n contribuyen signi= ficativamente al avance del conocimiento cient=C3=ADfico en ingenier=C3=ADa= de pavimentos y planificaci=C3=B3n de infraestructura vial rural, proporci= onando herramientas metodol=C3=B3gicas y criterios t=C3=A9cnicos que pueden= ser aplicados en contextos similares. El plan estrat=C3=A9gico desarrollad= o no solo resuelve las necesidades inmediatas de conectividad de la regi=C3= =B3n, sino que establece las bases para un desarrollo sostenible a largo pl= azo que beneficiar=C3=A1 a las generaciones futuras de habitantes de la zon= a de influencia del proyecto.</li></ul>Agradecimientos:<= p style=3D"margin-bottom:10pt; text-align:justify; line-height:115%; font-s= ize:12pt">= Los autores agradecen a la Universidad Estatal Pen=C3=ADnsula de Santa Elen= a (UPSE) y a la Organizaci=C3=B3n de Desarrollo, Investigaci=C3=B3n y Nexos= de Excelencia (ODINX) por el apoyo institucional brindado durante esta inv= estigaci=C3=B3n.Todos los c=C3=A1lculos t=C3=A9cnicos, an=C3=A1= lisis e interpretaciones cient=C3=ADficas reflejan el trabajo original en c= ampo. Las herramientas de IA se utilizaron exclusivamente para la condensac= i=C3=B3n del contenido, el refinamiento del lenguaje y el formato acad=C3= =A9mico.6. Conflicto de inter= esesLos autores declaran que no existe conflicto de intereses e= n relaci=C3=B3n con el art=C3=ADculo presentado.7. = ; Declaraci=C3=B3n de contribuci=C3=B3n de los autores<= /span>Todos los= autores contribuyeron significativamente en la elaboraci=C3=B3n del art=C3= =ADculo. <= span style=3D"font-family:'Times New Roman'; font-weight:bold">8.</sp= an> Costos de financiamiento <= p style=3D"margin-left:3.3pt; margin-bottom:10pt; line-height:115%; font-si= ze:12pt">La presente investig= aci=C3=B3n fue financiada en su totalidad con fondos propios de los autores= .9.</spa= n> Referencias Bibliogr=C3=A1ficasAld=C3=A1s S=C3=A1nchez= , M. R., Acosta Lozada, R. I., Fr=C3=ADas Torres, A. X., & L=C3=B3pez S= =C3=A1nchez, B. L. (2024). Modelo de mantenimiento vial, con pavimento flex= ible en la zona centro de Ecuador. Ciencia Digital, 8</= span>(2), 86-102. <a href=3D"https://doi.org/10.33262/cienciad= igital.v8i2.2978" style=3D"text-decoration:none">https://doi.org/10.33262/cienciadigital.v8i2.2978</= span></a> Arregui Romero, W. A. (2016). Dise=C3=B1o de pavimento flexible utilizando el = m=C3=A9todo AASHTO 93 en la v=C3=ADa del Cant=C3=B3n Montalvo =E2=80=93 int= ersecci=C3=B3n Tres Bocas Provincia de los R=C3=ADos [Tesis de= pregrado, Universidad de Guayaquil, Guayaquil, Ecuador]. <a href=3D"http://repositorio.ug.edu.ec/hand= le/redug/32752" target=3D"_blank" style=3D"text-decoration:none">http://repositorio.ug.edu.ec/handle= /redug/32752</a>Banco Interamericano de Desarrollo [BID]. (2023). BID apoya a Ecuador a mejorar caminos rurales y acce= sibilidad de la poblaci=C3=B3n a salud y educaci=C3=B3n. <a href=3D"= https://www.iadb.org/es/noticias/bid-apoya-ecuador-mejorar-caminos-rurales-= y-accesibilidad-de-la-poblacion-salud-y" target=3D"_blank" style=3D"text-de= coration:none">https://ww= w.iadb.org/es/noticias/bid-apoya-ecuador-mejorar-caminos-rurales-y-accesibi= lidad-de-la-poblacion-salud-y</a>Banco Mundial. (2024). El Banco Mundial apoya el mejoramiento de v=C3=ADas rurales = en Ecuador. <a href=3D"https://www.bancomundial.org/es/= news/press-release/2024/09/13/-the-world-bank-will-support-ecuador-in-impro= ving-rural-roads" target=3D"_blank" style=3D"text-decoration:none">https://www.bancomundial.org/es/n= ews/press-release/2024/09/13/-the-world-bank-will-support-ecuador-in-improv= ing-rural-roads</a>Baque-Solis, B. S. (2020). Evaluaci=C3=B3n del estado del pavimen= to flexible mediante el m=C3=A9todo del PCI de la carretera puerto-aeropuer= to (Tramo II), Manta. provincia de Manab=C3=AD. Dominio de las Ciencias, 6(2), 203=E2=80=93228. = <a href=3D"https://dominiodelasciencias.com/ojs/index.php/es/article= /view/1163" style=3D"text-decoration:none">https://dominiodelasciencias.com/ojs/index.php/es/articl= e/view/1163</a>= Benavides-Arbul=C3=BA, L. E., Mar=C3=ADn-Bardales, N. H., & Mu=C3= =B1oz-P=C3=A9rez, S. P. (2020). Revisi=C3=B3n de las tecnolog=C3=ADas para = la evaluaci=C3=B3n de pavimentos flexibles. Revista Ciencia Nor@ndina, 3(2), 133=E2=80=93140. <a href=3D"https= ://doi.org/10.37518/2663-6360X2020v3n2p133" style=3D"text-decoration:none">= https://doi.org/10.37518/= 2663-6360X2020v3n2p133</a>Buest=C3=A1n S=C3=A1nchez, J. I., & Villa Chuchuca, M.= G. (2024). Dise=C3=B1o geom=C3=A9= trico y estructural de pavimento de la v=C3=ADa San Crist=C3=B3bal - Malima= de la abscisa 5+800 hasta la abscisa 8+700 KM, perteneciente al cant=C3=B3= n Paute provincia del Azuay [Tesis de pregrado, Universidad Po= lit=C3=A9cnica Salesiana Sede Cuenca, Cuenca, Ecuador]. <a href=3D"h= ttps://dspace.ups.edu.ec/bitstream/123456789/26935/1/UPS-CT011160.pdf" targ= et=3D"_blank" style=3D"text-decoration:none">https://dspace.ups.edu.ec/bitstream/123456789/26935/1/U= PS-CT011160.pdf</a> Cede=C3=B1o Cevallos, J. A. (2014).<sp= an style=3D"font-style:italic"> Propuesta de metodolog=C3=ADa complementari= a a los dise=C3=B1os de pavimentos seg=C3=BAn AASHTO 93 [Tesis= de pregrado, Universidad Cat=C3=B3lica de Santiago de Guayaquil, Guayaquil= , Ecuador]. <a href=3D"http://repositorio.ucsg.edu.ec/bitstream/3317= /3131/1/T-UCSG-PRE-ING-IC-100.pdf" target=3D"_blank" style=3D"text-decorati= on:none">http://repositor= io.ucsg.edu.ec/bitstream/3317/3131/1/T-UCSG-PRE-ING-IC-100.pdf</a><s= pan> Chen= , L., Lu, Y., & Nanayakkara, A. (2023). Rural road connectivity and loc= al economic Activity: Evidence from Sri Lanka=E2=80=99s iRoad program. </sp= an>Transport Policy, = 144, 49-64. <a href= =3D"https://doi.org/10.1016/j.tranpol.2023.09.022" style=3D"text-decoration= :none">https://doi.org/10= .1016/j.tranpol.2023.09.022</a>Comisi=C3=B3n Econ=C3=B3mica para Am=C3=A9rica Latina= y el Caribe [CEPAL]. (2021). Acer= ca de Agricultura y desarrollo rural. <a href=3D"https:= //www.cepal.org/es/temas/agricultura-y-desarrollo-rural/acerca-agricultura-= desarrollo-rural" target=3D"_blank" style=3D"text-decoration:none">https://www.cepal.org/es/temas/ag= ricultura-y-desarrollo-rural/acerca-agricultura-desarrollo-rural</a>= Erazo Calvopi=C3= =B1a, R. M., Barrera Castro, M. J., Salazar S=C3=A1nchez, I. S., Fern=C3=A1= ndez Rodr=C3=ADguez, S. I., & Montalvan Fern=C3=A1ndez, A. S. (2024). M= odelos de gesti=C3=B3n tur=C3=ADstica, caso ruta tur=C3=ADstica del r=C3=AD= o Teaone, cant=C3=B3n Esmeraldas, Ecuador. Ciencia Latina Revista Cient=C3=ADfica Multidisciplinar<spa= n>, 8(3), 3908=E2=80=933923. <a href=3D"https://doi.org/10.37811/cl_= rcm.v8i3.11600" target=3D"_blank" style=3D"text-decoration:none">https://doi.org/10.37811/cl_rcm.v8i= 3.11600</a><spa= n>Ministerio de Transporte y Obras P=C3=BAblicas [MTOP]. (2002). Especificaciones generales para la construcc= i=C3=B3n de caminos y puentes (MOP-001F-2002). <a href= =3D"https://www.mit.gob.ec/wp-content/uploads/downloads/2021/01/MPR_Chimbor= azo_Cumanda_Especificaciones-Tecnicas-MOP-001-F-2002.pdf" style=3D"text-dec= oration:none">https://www= .mit.gob.ec/wp-content/uploads/</a>Monta=C3=B1o-Ca=C3=B1ola, S. A., & Espinoza-C= orrea, J. E. (2022). Metodolog=C3=ADa para la evaluaci=C3=B3n de un sistema= urbano de drenaje sostenible en v=C3=ADas de Esmeraldas. Revista Cient=C3=ADfica Multidisciplinaria Arbitrad= a Yachasun, 6(11), 2=E2=80=9318. <a href=3D"https://edi= torialibkn.com/index.php/Yachasun/article/view/257" style=3D"text-decoratio= n:none">https://editorial= ibkn.com/index.php/Yachasun/article/view/257</a>Organizaci=C3=B3n de las Naciones Un= idas para la Alimentaci=C3=B3n y la Agricultura [FAO]. (2021). <span= style=3D"font-style:italic">El estado mundial de la agricultura y la alime= ntaci=C3=B3n 2021. Lograr que los sistemas agroalimentarios sean m=C3=A1s r= esistentes a las perturbaciones y tensiones. <a href=3D"https://doi.= org/10.4060/CB4476ES" target=3D"_blank" style=3D"text-decoration:none"><spa= n class=3D"Hyperlink" style=3D"color:#000000">https://doi.org/10.4060/CB447= 6ES</a>Re= inoso Maldonado, M de los =C3=81., & Sanmart=C3=ADn Morales, P. E. (202= 2). Desarrollo de un cat=C3=A1logo= de secciones estructurales de pavimentos flexibles y r=C3=ADgidos enfocado= en las carreteras de la red vial de la provincia del Azuay, aplicando la m= etodolog=C3=ADa de dise=C3=B1o AASHTO =E2=80=93 93 [Tesis de p= regrado, Universidad del Azuay, Cuenca, Ecuador]. <a href=3D"https:/= /dspace.uazuay.edu.ec/bitstream/datos/12266/1/17793.pdf" target=3D"_blank" = style=3D"text-decoration:none">https://dspace.uazuay.edu.ec/bitstream/datos/12266/1/17793.pdf= </a> Rom=C3=A1n Rodas, P. A., Sol=C3=B3rzano Villegas, L., Guillen Moral= es, F. H., & Orejuela Mendoza, I. (2024). An=C3=A1lisis t=C3=A9cnico de= infraestructura vial rural: Evaluaci=C3=B3n estructural y propuesta de dis= e=C3=B1o para el acceso al recinto El Secal, Ecuador. Revista Cient=C3=ADfica Arbitrada Multidisciplinaria UT= IC, 11(2), 421. <a href=3D"https://doi.org/10.69639/ara= ndu.v11i2.421" target=3D"_blank" style=3D"text-decoration:none">https://doi.org/10.69639/arandu.v11i= 2.421</a> Toscano, J. (2024). Infraestructura vial en Ecuador: proyectos en curso y desaf=C3=ADos f= uturos. Conexi= =C3=B3n U - PUCESA. <a href=3D"https://www.pucesa.edu.e= c/infraestructura-vial-en-ecuador/" target=3D"_blank" style=3D"text-decorat= ion:none">https://www.puc= esa.edu.ec/infraestructura-vial-en-ecuador/</a> <= /p>Velandia Gama, M.= A. (2023). Alternativa de dise=C3= =B1o de la estructura de un pavimento flexible por el m=C3=A9todo AASHTO-93= para la avenida Primera de Mayo entre calle 35b Sur y calle 38b Sur donde = se realiz=C3=B3 el traslado de la red matriz para la primera l=C3=ADnea del= metro de Bogot=C3=A1 [Tesis de especialista, Universidad Mili= tar Nueva Granada, Bogot=C3=A1, Colombia]. <a href=3D"https://reposi= tory.umng.edu.co/server/api/core/bitstreams/a2709e56-e1dd-4b74-80c7-f8b911a= 7ca07/content" target=3D"_blank" style=3D"text-decoration:none">https://repository.umng.edu.co/serve= r/api/core/bitstreams/a2709e56-e1dd-4b74-80c7-f8b911a7ca07/content</= a> <= /p> = El= art=C3=ADculo que se publica es de exclusiva responsabilidad de los autore= s y no necesariamente reflejan el pensamiento de la Revista Conciencia Digital.= <img src=3D"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgA= AAMAAAAA6CAYAAADm1VZ4AAAABHNCSVQICAgIfAhkiAAAAAlwSFlzAAAOxAAADsQBlSsOGwAAIA= 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