PLANU MISTURASAUN BETAUN HO TARJETU 40Mpa BA ESTRUTURA GIRDER PONTE LOI-HUNU POSTU ADMINISTRATIVU OSSU, MUNISIPIU VIQUEQUE

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JOÃOZINHO PEREIRA & MANUEL SOARES ARAÚJO INSTITUTO POLITÉCNICO DE BETANO -(IPB) 2024
104 Tetum

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Liu husi traballu ne’ebe elabora ona iha leten mak hakerek nain hakarak konklui parte importante sira hanesan tuir mai ne’e: 
1.  Teste karrakteristika material agregadu finu: 
 Bazeia ba Rezultadu teste grunulometria agregadu finu  ne’ebe hatudu ona grafiku pajina 28 material refere tama  iha gradasaun diak, no tuir duni espesifikasaun AASHTO; 
 Rezultadu husi dadus teste material agregadu finu mak hanesan, Specific gravity (SSD) =2.63, Absortion (%) = 0.614,  Clay lump = 0.20%, unit weigth loose = 1.53g/cm, %, unit weigth Rodded= 1.68g/cm. 
2. Teste karrateristika material agregadu grosu: 
 Rezultadu teste grunulometria agregadu grosu  ne’ebe hatudu ona iha grafiku tuir espesifikasaun AASHTO; 
 Rezultadu teste material agregadu finu mak hanesan, Specific gravity (SSD) = 2.54, Absortion(%) = 1.64,  Clay lump = 0.47%, unit weigth Loose = 1.47g/cm, unit weigth Rodded= 1.61g/cm no Abrasion test = 28.76% 

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