Estacion CotaA 20 metos Terreno Razante

1+00 57.1 621+20 57 62.6361+40 57 63.2731+60 56.1 63.9091+80 57.2 64.545

1+100 61 65.1821+120 64 65.8181+140 65.5 66.4551+160 65.5 67.0911+180 64 67.7271+200 62 68.3641+220 62.2 69

TE 1+239.19 64.4 68.8891+240 64.4 68.8891+260 65.9 68.778

EC 1+271.13 66.5 68.7241+280 68.1 68.667

CE 1+288.13 68.9 68.6021+300 71 68.5561+320 74.9 68.444

ET = TE 1+330.13 75.5 68.3891+340 77.2 68.3331+360 81.5 68.222

EC 1+376.98 82.8 68.1471+380 82.6 68.1111+400 81 681+420 79.5 68.714

CE 1+423.02 79.5 68.9081+440 79 69.4291+460 74.9 70.143

ET 1+469 72 70.51+480 71 70.8571+500 68 71.5711+520 73.5 72.2861+540 76.5 73

CURVA 1 EN CRESTA Estacion ELEVACION N N2 N2*D COTA

PCV 1+200 68.364 0 0 0 68.3641+210 68.682 0.5 0.25 0.046 68.636

PIV 1+220 69 1 1 0.1865 68.8131+230 69.318 1.5 2.25 0.4196 68.901

PTC 1+240 69.636 2 4 0.746 68.89

CURVA 2 EN COLUMPIOEstacion ELEVACION N N2 N2*D COTA

PCV 1+380 68.11 0 0 0 68.111+390 68.055 0.5 0.25 0.0515 68.1065

PIV 1+400 68 1 1 0.206 68.2061+410 67.945 1.5 2.25 0.4635 68.4085

PTC 1+420 67.89 2 4 0.824 68.714