Cotas de Terreno
2
Estacion Cota A 20 metos Terreno Razante 1+00 57.1 62 1+20 57 62.636 1+40 57 63.273 1+60 56.1 63.909 1+80 57.2 64.545 1+100 61 65.182 1+120 64 65.818 1+140 65.5 66.455 1+160 65.5 67.091 1+180 64 67.727 1+200 62 68.364 1+220 62.2 69 TE 1+239.19 64.4 68.889 1+240 64.4 68.889 1+260 65.9 68.778 EC 1+271.13 66.5 68.724 1+280 68.1 68.667 CE 1+288.13 68.9 68.602 1+300 71 68.556 1+320 74.9 68.444 ET = TE 1+330.13 75.5 68.389 1+340 77.2 68.333 1+360 81.5 68.222 EC 1+376.98 82.8 68.147 1+380 82.6 68.111 1+400 81 68 1+420 79.5 68.714 CE 1+423.02 79.5 68.908 1+440 79 69.429 1+460 74.9 70.143 ET 1+469 72 70.5 1+480 71 70.857 1+500 68 71.571 1+520 73.5 72.286 1+540 76.5 73
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Cotas
Transcript of Cotas de Terreno
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
