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Diseño para mezcla asfáltica
1.
DISEÑO PARA MEZCLA
ASFÁLTICA Tamiz D (mm) Agregado 3/4 25% Agregado 3/8 13% Arena triturada 27% Arena natural 35% Mezcla total Especf. Proyecto % Pasa % % Pasa % % Pasa % % Pasa % 3/4 19.05 100 25.0 100 13.0 100 27 100 35 100.0 100 1/2 12.70 56.4 14.1 100 13.0 100 27 100 35 89.1 80 100 3/8 9.53 29.2 7.3 100 13.0 100 27 100 35 82.3 70 90 #4 4.75 1.2 0.3 28.3 3.7 78.4 21.168 94.2 32.97 58.1 50 70 #8 2.36 0.4 0.1 1.3 0.2 56.2 15.174 78.5 27.475 42.9 35 56 #30 0.60 0.3 0.1 0.8 0.1 37.7 10.179 44.4 15.54 25.9 18 29 #50 0.30 0.3 0.1 0.7 0.1 31.3 8.451 24.7 8.645 17.3 13 23 #100 0.15 0.3 0.1 0.8 0.1 20.1 5.427 10.0 3.5 9.1 8 16 #200 0.08 0.2 0.1 0.6 0.1 16.2 4.374 6.3 2.205 6.7 4 10 100 90 80 70 60 50 40 30 20 10 0 GRAFICO GRANULOMETRICO 0.01 0.10 1.00 10.00 100.00 Porcentaje que pasa del total (%) Abertura de Tamiz (mm) Distrb. Arena Especificacion
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