NIVELACION_EJE_CARRETERA_victor.xls
13
NIVELACION ABSCISA VISTA H + I COTA CORRECCION ATRÁS INTERMEDIA ADELANTE 0+000 3.162 35.596 32.434 0+020 2.438 33.158 0+040 2.120 33.476 0+060 1.784 33.812 0+080 1.318 34.278 0+100 3.696 0.863 38.429 34.733 0.0006 0+120 2.567 35.862 0+140 1.378 37.051 0+160 3.872 0.216 42.085 38.213 0.0006 0+180 2.771 39.314 0+200 1.394 40.691 0+220 3.571 0.383 45.273 41.702 0.0006 0+240 2.043 43.230 0+260 3.932 0.378 48.827 44.895 0.0006 0+280 1.765 47.062 0+300 1.620 47.207 0+320 3.713 0.464 52.076 48.363 0.0006 0+340 2.369 49.707 0+360 0.961 51.115 0+380 1.742 50.334 0+400 0.027 2.241 49.862 49.835 0.0006 0+420 2.503 47.359 0+440 0.113 3.526 46.449 46.336 0.0006 0+460 1.114 45.335 0+480 2.513 43.936 0+500 0.368 3.895 42.922 42.554 0.0006 0+520 1.595 41.327 0+540 3.311 39.611 0+560 2.476 40.446 0+580 0.824 42.098 0+600 1.839 41.083 0+620 0.175 3.175 39.922 39.747 0.0006 0+640 1.449 38.473 0+660 0.103 2.430 37.595 37.492 0.0006 0+680 1.737 35.858 0+700 3.269 34.326 0+720 3.523 34.072 0+740 3.677 33.918 0+760 3.042 34.553 0+780 1.463 36.132 0+800 1.265 36.330 0+820 3.864 0.537 40.922 37.058 0.0006 0+840 2.705 38.217 0+860 1.787 39.135 0+880 2.761 0.596 43.087 40.326 0.0006 0+900 1.555 44.642 0+920 1.625 44.712 0+940 0.765 43.852 0+960 2.474 45.561 0+980 1.940 45.027 1+000 0.951 42.136 29.357 19.655 9.702
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Transcript of NIVELACION_EJE_CARRETERA_victor.xls
NIVELACION
ABSCISAVISTA
H + I COTA CORRECCIONATRÁS INTERMEDIA ADELANTE
0+000 3.162 35.596 32.434 32.4340+020 2.438 33.158 33.1580+040 2.120 33.476 33.4760+060 1.784 33.812 33.8120+080 1.318 34.278 34.2780+100 3.696 0.863 38.429 34.733 0.0006 34.7320+120 2.567 35.862 35.8610+140 1.378 37.051 37.0500+160 3.872 0.216 42.085 38.213 0.0006 38.2120+180 2.771 39.314 39.3130+200 1.394 40.691 40.6900+220 3.571 0.383 45.273 41.702 0.0006 41.7000+240 2.043 43.230 43.2280+260 3.932 0.378 48.827 44.895 0.0006 44.8930+280 1.765 47.062 47.0600+300 1.620 47.207 47.2050+320 3.713 0.464 52.076 48.363 0.0006 48.3600+340 2.369 49.707 49.7040+360 0.961 51.115 51.1120+380 1.742 50.334 50.3310+400 0.027 2.241 49.862 49.835 0.0006 49.8320+420 2.503 47.359 47.3560+440 0.113 3.526 46.449 46.336 0.0006 46.3320+460 1.114 45.335 45.3310+480 2.513 43.936 43.9320+500 0.368 3.895 42.922 42.554 0.0006 42.5490+520 1.595 41.327 41.3220+540 3.311 39.611 39.6060+560 2.476 40.446 40.4410+580 0.824 42.098 42.0930+600 1.839 41.083 41.0780+620 0.175 3.175 39.922 39.747 0.0006 39.7420+640 1.449 38.473 38.4680+660 0.103 2.430 37.595 37.492 0.0006 37.4860+680 1.737 35.858 35.8520+700 3.269 34.326 34.3200+720 3.523 34.072 34.0660+740 3.677 33.918 33.9120+760 3.042 34.553 34.5470+780 1.463 36.132 36.1260+800 1.265 36.330 36.3240+820 3.864 0.537 40.922 37.058 0.0006 37.0520+840 2.705 38.217 38.2110+860 1.787 39.135 39.1290+880 2.761 0.596 43.087 40.326 0.0006 40.3190+900 1.555 44.642 44.6350+920 1.625 44.712 44.7050+940 0.765 43.852 43.8450+960 2.474 45.561 45.5540+980 1.940 45.027 45.0201+000 0.951 42.136 42.129
29.357 19.655 9.702
COTA CORREGIDA
CONTRA NIVELACION
ABSCISAVISTA
H + I COTA CORRECCIONATRÁS INTERMEDIA ADELANTE
1+000 1.885 44.021 42.136 42.129PC 1 2.921 2.956 43.986 41.065 0.0009 41.057PC 2 2.823 3.915 42.894 40.071 0.0009 40.062PC 3 2.156 2.661 42.389 40.233 0.0009 40.223PC 4 1.626 2.976 41.039 39.413 0.0009 39.403PC 5 1.832 3.458 39.413 37.581 0.0009 37.570PC 6 2.163 3.672 37.904 35.741 0.0009 35.729PC 7 2.004 3.905 36.003 33.999 0.0009 33.986PC 8 2.956 3.624 35.335 32.379 0.0009 32.365
0+000 2.887 32.448 32.43420.366 30.054 -9.688
9,702 - 9,688 = 0,014/2 =0,007 MARGEN DE ERROR DE CORRECCIONEmp = + - \/K
12\/1,000Emp = + - 12,00 mm
0.007 12 0.000583 0.007
8 0.000875
NIVELACION
ABSCISAVISTAS
H+I COTA CORRECCIONATRÁS INTERMEDIA ADELANTE
1+000 1.475 43.604 42.129 42.1291+020 1.547 42.057 42.0571+040 1.845 41.759 41.7591+060 1.635 41.969 41.9691+080 1.489 42.115 42.1151+100 1.635 41.969 41.9691+120 1.835 41.769 41.7691+140 1.934 41.670 41.6701+160 1.825 41.779 41.7791+180 1.438 42.166 42.166
COTA CORREGIDA
COTA CORREGIDA
1+200 3.746 1.849 45.501 41.755 0.00125 41.7561+220 3.862 41.639 41.6401+240 3.618 41.883 41.8841+260 3.286 42.215 42.2161+280 2.673 42.828 42.8291+300 2.934 42.567 42.5681+320 2.583 42.918 42.9191+340 1.934 43.567 43.5681+360 1.482 44.019 44.0201+380 1.269 44.232 44.2331+400 2.974 1.038 47.437 44.463 0.00125 44.4661+420 2.904 44.533 44.5361+440 2.873 44.564 44.5671+460 2.810 44.627 44.6301+480 2.731 44.706 44.7091+500 2.562 44.875 44.8781+520 2.661 44.776 44.7791+540 2.910 44.527 44.5301+560 2.583 44.854 44.8571+580 2.474 44.963 44.9661+600 3.678 2.496 48.619 44.941 0.00125 44.9451+620 3.584 45.035 45.0391+640 3.410 45.209 45.2131+660 3.283 45.336 45.3401+680 3.104 45.515 45.5191+700 2.916 45.703 45.7071+720 2.735 45.884 45.8881+740 2.235 46.384 46.3881+760 1.823 46.796 46.8001+780 1.643 46.976 46.9801+800 1.846 1.598 48.867 47.021 0.00125 47.0261+820 1.928 46.939 46.9441+840 2.153 46.714 46.7191+860 2.438 46.429 46.4341+880 2.755 46.112 46.1171+900 2.862 46.005 46.0101+920 2.967 45.900 45.9051+940 3.174 45.693 45.6981+960 3.475 45.392 45.3971+980 3.672 45.195 45.2002+000 3.804 45.063 45.068
13.719 10.785 2.934
CONTRA NIVELACION
ABSCISAVISTAS
H+I COTA CORRECCIONATRÁS INTERMEDIA ADELANTE
2+000 3.931 48.994 45.063 45.0681+800 1.725 1.975 48.744 47.019 0.001 47.0251+600 2.623 3.806 47.561 44.938 0.001 44.946
COTA CORREGIDA
1+400 1.165 3.102 45.624 44.459 0.001 44.4681+200 1.970 3.874 43.720 41.750 0.001 41.7601+000 1.601 42.119 42.129
11.414 14.358 -2.944
2,934 - 2,944 = -0,01/2 =-0,005 MARGEN DE ERROR DE CORRECCIONEmp = + - \/K
12\/1,000Emp = + - 12,00 mm
0.005 4 0.00125 0.0050.005 4 0.00125
NIVELACION
ABSCISAVISTAS
H+I COTA CORRECCIONATRÁS INTERMEDIA ADELANTE
2+000 3.672 48.740 45.068 45.0682+020 3.472 45.268 45.2682+040 3.289 45.451 45.4512+060 2.947 45.793 45.7932+080 2.834 45.906 45.9062+100 2.649 46.091 46.0912+120 2.481 46.259 46.2592+140 1.823 46.917 46.9172+160 1.692 47.048 47.0482+180 1.473 47.267 47.2672+200 1.572 1.298 49.014 47.442 0.002 47.4442+220 1.639 47.375 47.3772+240 1.723 47.291 47.2932+260 1.836 47.178 47.1802+280 2.048 46.966 46.9682+300 2.193 46.821 46.8232+320 2.283 46.731 46.7332+340 2.493 46.521 46.5232+360 2.647 46.367 46.3692+380 2.831 46.183 46.1852+400 2.375 2.947 48.442 46.067 0.002 46.0712+420 2.245 46.197 46.2012+440 2.103 46.339 46.3432+460 1.932 46.510 46.5142+480 1.853 46.589 46.5932+500 1.636 46.806 46.8102+520 1.537 46.905 46.909
COTA CORREGIDA
7.619 5.782 1.837
CONTRA NIVELACION
ABSCISAVISTAS
H+I COTA CORRECCIONATRÁS INTERMEDIA ADELANTE
2+520 1.526 48.431 46.905 46.9092+400 2.938 2.384 48.985 46.047 0.002 46.0522+200 1.284 1.561 48.708 47.424 0.002 47.4312+000 3.647 45.061 45.061 45.068
5.748 7.592 -1.844
-0.007
1,837 - 1,844 = -0,007/2 =-0,0035 MARGEN DE ERROR DE CORRECCIONEmp = + - \/K
12\/0,520Emp = + - 8,65 mm
0.0035 2 0.00175 0.00350.0035 2 0.00175
COTA CORREGIDA
-0.007-0.0035
escala 1:2000
ABSCISA
0+000 #REF!0+020 #REF!0+040 #REF!0+060 #REF!0+080 #REF!0+100 #REF!0+120 #REF!0+140 #REF!0+160 #REF!0+180 #REF!0+200 #REF!0+220 #REF!0+240 #REF!0+260 #REF!0+280 #REF!0+300 #REF!0+320 #REF!0+340 #REF!0+360 #REF!0+380 #REF!0+400 #REF!0+420 #REF!0+440 #REF!0+460 #REF!0+480 #REF!0+500 #REF!0+520 #REF!0+540 #REF!0+560 #REF!0+580 #REF!0+600 #REF!0+620 #REF!0+640 #REF!0+660 #REF!0+680 #REF!0+700 #REF!0+720 #REF!0+740 #REF!0+760 #REF!0+780 #REF!0+800 #REF!0+820 #REF!0+840 #REF!0+860 #REF!0+880 #REF!0+900 #REF!0+920 #REF!0+940 #REF!0+960 #REF!0+980 #REF!1+000 #REF!1+020 #REF!
escala 1:200
COTA CORREGIDA
1+040 #REF!1+060 #REF!1+080 #REF!1+100 #REF!1+120 #REF!1+140 #REF!1+160 #REF!1+180 #REF!1+200 #REF!1+220 #REF!1+240 #REF!1+260 #REF!1+280 #REF!1+300 #REF!1+320 #REF!1+340 #REF!1+360 #REF!1+380 #REF!1+400 #REF!1+420 #REF!1+440 #REF!1+460 #REF!1+480 #REF!1+500 #REF!1+520 #REF!1+540 #REF!1+560 #REF!1+580 #REF!1+600 #REF!1+620 #REF!1+640 #REF!1+660 #REF!1+680 #REF!1+700 #REF!1+720 #REF!1+740 #REF!1+760 #REF!1+780 #REF!1+800 #REF!1+820 #REF!1+840 #REF!1+860 #REF!1+880 #REF!1+900 #REF!1+920 #REF!1+940 #REF!1+960 #REF!1+980 #REF!2+000 #REF!2+020 #REF!2+040 #REF!2+060 #REF!2+080 #REF!2+100 #REF!2+120 #REF!2+140 #REF!2+160 #REF!
2+180 #REF!2+200 #REF!2+220 #REF!2+240 #REF!2+260 #REF!2+280 #REF!2+300 #REF!2+320 #REF!2+340 #REF!2+360 #REF!2+380 #REF!2+400 #REF!2+420 #REF!2+440 #REF!2+460 #REF!2+480 #REF!2+500 #REF!2+520 #REF!
