Manual de RestauraÃ§Ã£o de Pavimentos AsfÃ¡lticos - IPR - Dnit

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Manual de Restauração de Pavimentos Asfálticos 281Figura 57 - Interpretação analítica de deflectogramasretroanáliseRODOVIA: BR-153/MGTRECHO: ENTº BR/497 - ENTº PATRIMÔNIOAGRUPAMENTO: A SEGMENTO: 1,5 e 7DISTÂNCIA DA PONTA DE PROVA012,525,037,55062,575,087,5100150200250300ASSENTAMENTO REVERSÍVEL (=10 mm)-20102030405060708090100110120130140150160XX X X XXX XXX170180190200DEFLECTOGRAMA EXPERIMENTALXDEFLECTOGRAMA TEÓRICODEFLEXÕES PARA Z = 0 e X = 15DEFLECTOGRAMA 0 = D máx 2r 4r 6r 8r 10rEXPERIMENTAL(CARACTERÍSTICO)y = 0 y = 22 y = 44 y = 66 y = 88 y = 11063 40 23 14 9 8TEÓRICO 58 41 21 15 10 7DESVIOS -5 +1 -2 +1 +1 -1RESULTADOS DA RETROANÁLISECAMADA N o ESPESSURAh (cm)MÓDULO E(kgf/cm 2 )COEFICIENTEDE POISSONCBUQ EXISTENTE 1 5 60.000 0,30BASE GRANULAR 2 17 4.000 0,35SUB-BASE GRANULAR 3 23 280 0,35SUBLEITO 4 ∞ 600 0,45MT/DNIT/DPP/IPR
Manual de Restauração de Pavimentos Asfálticos 282Figura 58 - interpretação analítica de deflectogramas retroanáliseRODOVIA: BR-153/MGTRECHO: ENTº BR/497 - ENTº PATRIMÔNIOAGRUPAMENTO: B SEGMENTO: 6DISTÂNCIA DA PONTA DE PROVA012,525,037,55062,575,087,510015020025030001020ASSENTAMENTO REVERSÍVEIS (=10 mm)-230405060708090100110120130140150160170XXXXX X X XXX X180190200DEFLECTOGRAMA EXPERIMENTAL X DEFLECTOGRAMA TEÓRICODEFLEXÕES PARA Z = 0 e X = 15DEFLECTOGRAMA 0 = D máx 2r 4r 6r 8r 10ry = 0 y = 22 y = 44 y = 66 y = 88 y = 110EXPERIMENTAL 130 100 65 38 26 23TEÓRICO 127 100 68 47 33 25DESVIOS -3 0 +3 +9 +7 +2RESULTADOS DA RETROANÁLISECAMADA N o ESPESSURAh (cm)MÓDULO E(kgf/cm 2 )COEFICIENTEDE POISSONTSD 1 2 ⎯ ⎯BASE GRANULAR 2 22 4.000 0,35SUB-BASE GRANULAR 3 25 300 0,35SUBLEITO 4 ∞ 400 0,45MT/DNIT/DPP/IPR
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DNITPublicação IPR - 720MANUAL DE
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Día 3UN nuevo “tu”¿Alguna vez
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Tabela 1 - Condições de Superfíc
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SUMÁRIOAPRESENTAÇÃO ............
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9.4. Avaliação Estrutural do Pavi
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Manual de Restauração de Paviment
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Manual de RestauraÃ§Ã£o de Pavimentos AsfÃ¡lticos - IPR - Dnit

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