Hoja1SOLUCIONARIO DE PRACTICA CALIFICADA 02CURSO: DISEO Y CONSTRUCCION DE CARRETERASIMD:960 VEH/DIAPERIODO DE DISEO : 15 AOSTASA = 1.5%06 CARRILES :PORCENTAJE EN CARRIL DE DISEO = 40% =384FACTOR DE CRECIMIENTO = ((1-0.0015)^(15) - 1)/0.0015 =16.68CBRs#%%>que1713.45%3.45%26.813.45%6.90%36.126.90%13.79%46310.34%24.14%55.7813.45%27.59%65.326.90%34.48%75.2517.24%51.72%85.126.90%58.62%95724.14%82.76%104.826.90%89.66%114.2526.90%96.55%12413.45%100.00%29factores camin:B2:7 tn (simple)11 tn (simple)0.6233.534.153T2S2:Cargado7 tn (simple)11 tn (simple)18 tn (doble)0.6233.532.086.233Descargado7 tn (simple)7 tn (simple)7 tn (doble)0.6230.6230.04721.2932Factor camin =3.7631C3:7 tn (simple)18 tn (doble)0.6232.082.703C2:7 tn (simple)11 tn (simple)Cargado0.6233.534.153Descargado7 tn (simple)7 tn (simple)0.6230.6231.246Factor camin =2.6995C3RB2:7 tn (simple)18 tn (doble)18 tn (doble)0.6232.082.084.783Tipo decantidadao defactorvehiculodiariaanualdiseocaminEALB22336516.684.153581538.78T2S22036516.683.7631458210.11C3836516.682.703131651.24C2836516.682.6995131480.77C3RB2436516.684.783116479.44EAL de diseo1419360.33====> Valor percentil de diseo = 87.5%CBR de diseo = 4.9Diseo estructural:7.1 C :base =1017.5optimo4032.5e =22.59"2012.55"6"7.1 dbase =15no optimopaquete estructural inicial:e =22.5carpeta =3"3"7.1 ebase =20no optimoBase =20 cm17.5 cme =20Sub base =20 cm15 cm7.1 fbase =25no optimoe =20primer recapeo =9 aos4"7 aos5"segundo recapeo =12 aos5"12 ao6"7.1 gbase =30no optimoe =207.1 hbase =4537.5no optimoe =17.520

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