Planillas resumen
- 1. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS
Punto Adelante FECHA:
Estación
instrumento
Punto atrás
Coordenadas
Altura
Azimut Parciales elevación
Ángulos Hilos estadía DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
NM 1 1.315
NM 1 BM 1.315 84º08' 2,141 1,856 1,569 8074385 803566 2577
1 2 1.315 92º25' 0,727 0,568 0,412
1 2 3 1,45 89º24' 143º31' 2,357 2,118 1,882 47,495 0,497 2576,649
1 2 1,45 92º15' 41º50' 0,835 0,755 0,675 15,975 -0,628 84º32' 1,522 15,902 8074323,762 803601,394 2576,887
1 2 1,45 92º16' 30º12' 0,856 0,774 0,702 15,376 -0,609 72º54' 4,521 14,696 8074326,761 803600,188 2576,906
1 2 1,45 91º44' 30º48' 0,994 0,949 0,886 10,79 -0,327 73º30' 3,064 10,346 8074325,305 803595,838 2576,994
1 2 1,45 94º07' 0º45' 0,963 0,934 0,904 5,87 -0,422 43º27' 4,261 4,037 8074326,501 803589,529 2576,914
1 2 1,45 91º40' 324º51' 1,091 1,041 0,991 9,992 -0,291 7º33' 9,905 1,313 8074332,145 803586,805 2576,938
1 2 1,45 91º40' 2º55' 0,868 0,788 0,708 15,986 -0,465 45º37' 11,181 11,425 8074333,421 803596,917 2577,017
1 2 1,45 93º20' 322º29' 0,988 0,962 0,932 5,581 -0,325 5º11' 5,558 0,504 8074327,798 803585,996 2576,983
1 2 1,45 90º25' 322º44' 1,176 1,098 1,018 15,799 -0,115 5º26' 15,728 1,496 8074337,968 803586,988 2577,057
1 2 1,45 92º23' 305º32' 0,785 0,718 0,65 13,477 -0,561 348º14' 13,194 -2,748 8074335,434 803582,744 2576,991
1 2 1,45 91º48' 300º45' 0,807 0,725 0,644 16,284 -0,512 343º27' 15,609 -4,639 8074333,849 803580,854 2577,033
1 2 1,45 92º56' 308º51' 0,481 0,401 0,321 15,958 -0,818 351º33' 15,785 -2,345 8074338,025 803583,147 2577,051
1 2 1,45 93º51' 257º39' 0,467 0,397 0,328 13,837 -0,931 300º21' 6,992 -11,941 8074329,232 803573,551 2576,942
1 2 1,45 95º53' 236º09' 0,663 0,627 0,593 6,926 -0,714 278º51' 1,066 -6,844 8074323,306 803578,649 2576,929
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 1
por: ----------------------------
- 2. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estación
instrumento
Punto atrás
Coordenadas
Altura
Azimut Parciales elevación
Ángulos Hilos estadía DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
1 2 1,45 95º51’ 169º06’ 0.870 0.983 0.814 5.542 -0.568 211º48’ -4.710 -2.920 8074317.530 803582.572 2576.809
1 2 1,45 95º52’ 53º39’ 0.843 0.812 0.779 6.333 -0.651 96º21’ -0.700 6.294 8074321.540 803591.786 2576.807
1 2 1,45 92º13’ 25º12’ 0.780 0.699 0.618 16.176 -0.626 67º54’ 6.086 14.988 8074328.326 803600.480 2576.945
1 2 1,45 90º59’ 16º34’ 0.821 0.680 0.540 28.092 -0.482 59º16’ 14.356 24.147 8074336.596 803609.639 2577.108
1 2 1,45 91º16’ 12º30’ 0.631 0.592 0.353 27.786 -0.614 55º12’ 15.858 22.816 8074338.098 803608.309 2577.064
1 2 1,45 89º52’ 12º37’ 1.351 1.170 0.990 36.100 -0.084 53º19’ 20.542 29.686 8074342.782 803615.177 2577.184
1 2 1,45 91º28’ 258º04’ 0.898 0.766 0.633 26.483 -0.678 300º46’ 13.547 -22.756 8074335.787 803562.736 2576.826
1 2 1,45 91º28’ 251º32’ 0.903 0.773 0.642 26.083 -0.668 294º141’ 10.706 -23.785 8074332.946 803561.707 2576.829
1 2 1,45 91º27’ 242º08’ 0.979 0.875 0.771 20.787 -0.526 284º50’ 5.322 -20.094 8074327.562 803565.398 2576.869
1 2 1,45 92º35’ 134º21’ 0.897 0.819 0.742 15.469 -0.698 177º03’ -15.449 0.796 8074306.791 803586.288 2576.753
1 2 1,45 93º02’ 173º35’ 0.847 0.765 0.684 16.254 -0.861 216º17’ -13.102 -9.619 8074309.138 803575.873 2576.644
1 2 1,45 91º04’ 28º54’ 1.071 0.944 0.821 24.991 -0.465 71º36’ 7.888 23.713 8074330.128 803609.205 2576.861
1 2 1,45 91º23’ 19º32’ 0.698 0.526 0.354 34.480 -0.833 62º14’ 16.063 30.510 8074338.303 803616.002 2576.911
1 2 1,45 90º45’ 15º41’ 0.942 0.742 0.543 39.893 -0.522 58º23’ 20.913 33.972 8074343.153 803619.464 2577.006
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 2
por: ----------------------------
- 3. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO:2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estación
instrumento
Punto atrás
Coordenadas
Altura
Azimut Parciales elevación
Ángulos Hilos estadía DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
2 3 1.405 88º57’ 0º0’ 2.495 2.258 2.019 47.584 0.872 8074311.531 803539.289 2576.839
2 3 1.405 91º24’ 94º31’ 0.996 0.850 0.703 29.283 -0.716 172º02’ -29.00 4.054 8074282.53 803543.343 2576.676
2 3 1.405 90º26’ 22º32’ 1.361 1.191 1.020 34.098 -0.258 100º03’30’’ -5.955 33.574 8074305.576 803572.863 2576.793
2 3 1.405 91º08’ 19º07’ 0.719 0.546 0.972 34.686 -0.686 94º38’30’’ -4.000 34.360 8074307.530 803573.649 2577.010
2 3 1.405 90º54’ 19º36’ 0.909 0.746 0.583 32.592 -0.512 97º07’30’’ -4.043 32.340 8074307.488 803571.629 2576.984
2 3 1.405 90º40’ 11º39’ 1.050 0.986 0.733 31.696 -0.369 89º10’30’’ 0.456 31.693 8074311.987 803570.982 2576.887
2 3 1.405 90º41’ 8º50’ 1.047 0.892 0.739 30.796 -0.367 86º21’30’’ 1.956 30.734 8074313.487 803570.023 2576.983
2 3 1.405 90º20’ 7º31’ 1.227 1.084 0.941 28.599 -0.166 85º02’30’’ 2.472 28.492 8074314.003 803567.781 2576.992
2 3 1.405 91º04’ 0º48’ 0.889 0.761 0.631 25.791 -0.480 78º19’30’’ 5.219 25.257 8074316.750 803564.546 2577.000
2 3 1.405 90º34’ 342º38’ 0.953 0.821 0.688 26.497 -0.262 60º09’30’’ 13.185 22.984 8074324.716 803562.273 2577.159
2 3 1.405 91º04’ 345º25’ 0.947 0.840 0.734 21.293 -0.396 62º56’30’’ 9.686 18.962 8074321.217 803558.251 2577.005
2 3 1.405 91º21’ 2º13’ 0.962 0.876 0.788 17.390 -0.410 79º44’30’’ 3.097 17.112 8074314.628 803556.401 2576.956
2 3 1.405 91º37’ 18º54’ 0.886 0.799 0.712 17.386 -0.490 96º25’30’’ -1.946 17.277 8074309.585 803556.566 2576.952
2 3 1.405 91º37’ 30º06’ 0.952 0.861 0.779 17.286 -0.488 107º37’30’’ -5.234 16.475 8074306.297 803555.764 2576.893
2 3 1.405 90º47’ 22º12’ 1.097 0.990 0.883 21.396 -0.293 99º43’30’’ -3.614 21.089 8074307.917 803560.378 2576.959
2 3 1.405 91º06’ 11º42’ 0.871 0.751 0.631 23.991 -0.461 89º13’30’’ 0.324 23.989 8074311.855 803563.278 2577.030
2 3 1.405 90º18’ 16º44’ 1.253 1.157 1.057 19.599 -0.103 94º15’30’’ -1.455 19.545 8074310.076 803558.834 2576.982
2 3 1.405 90º30’ 38º26’ 1.217 1.090 0.963 25.398 -0.222 115º57’30’’ -11.117 22.836 8074300.414 803562.125 2576.930
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 3
por: ----------------------------
- 4. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estación
instrumento
Punto atrás
Coordenadas
Altura
Azimut Parciales elevación
Ángulos Hilos estadía DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
2 3 1.405 90º29’ 48º0’ 1.285 1.160 1.035 24.998 -0.211 125º31’30’’ -14.526 20.345 8074297.006 803559.634 2576.871
2 3 1.405 90º29’ 52º18’ 1.279 1.157 1.033 24.598 -0.208 129º49’30’’ -15.754 18.891 8074295.777 803558.180 2576.877
2 3 1.405 91º17’ 49º24’ 1.089 1.002 0.913 17.591 -0.394 126º55’30’’ -10.568 14.063 8074300.963 803553.352 2576.846
2 3 1.405 91º59’ 69º29’ 1.764 0.654 0.547 21.674 -0.751 147º0’30’’ -18.179 11.802 8074293.352 803551.091 2576.837
2 3 1.405 92º13’ 64º28’ 0.896 0.826 0.756 13.979 -0.541 141º59’30’’ -11.014 8.608 8074300.517 803547.987 2576.875
2 3 1.405 92º18’ 72º13’ 0.881 0.893 0.143 73.681 -2.959 149º44’30’’ -63.643 37.128 8074247.888 803576.417 2574.389
2 3 1.405 92º27’ 78º29’ 0.801 0.726 0.651 14.973 -0.641 156º0’30’’ -13.679 6.088 8074297.852 803545.377 2576.875
2 3 1.405 91º23’ 93º59’ 1.820 0.903 0.786 103.339 -2.495 171º30’30’’ -102.206 15.260 8074209.325 803554.549 2574.844
2 3 1.405 90º58’ 99º13’ 1.041 0.905 0.761 27.992 -0.472 176º44’30’’ -27.947 1.591 8074283.584 803540.880 2576.865
2 3 1.405 91º08’ 19º38’ 0.742 0.562 0.382 35.986 -0.712 97º09’30’’ -4.484 35.706 8074307.047 803574.995 2576.968
2 3 1.405 90º13’ 332º02’ 1.172 1.033 0.893 27.899 -0.106 49º33’30’’ 18.097 21.233 8074329.628 803560.522 2577.103
2 3 1.405 90º32’ 237º38’ 1.011 0.892 0.772 23.898 -0.222 315º09’30’’ 16.945 -16.852 8074328.476 803522.437 2577.128
2 3 1.405 90º29’ 329º36’ 1.070 0.960 0.850 21.998 -0.186 47º07’30’’ 14.967 16.121 8074326.498 803555.410 2577.096
2 3 1.405 90º26’ 329º36’ 1.053 0.937 0.827 22.599 -0.171 317º01’30’’ 16.781 -15.580 8074328.312 803523.709 2577.134
2 3 1.405 90º26’ 323º42’ 1.064 0.950 0.835 22.899 -0.173 41º13’30’’ 17.223 15.091 8074328.754 803554.380 2577.119
2 3 1.405 90º10’ 321º33’ 1.139 1.012 0.854 28.500 -0.083 39º04’30’’ 22.125 17.964 8074333.656 803557.253 2577.147
2 3 1.405 90º10’ 312º44’ 1.248 1.122 0.998 24.999 -0.073 30º15’30’’ 21.593 12.597 8074333.124 803551.886 2577.047
2 3 1.405 91º22’ 80º56’ 0.878 0.732 0.591 28.684 -0.684 158º27’30’’ -26.680 10.532 8074284.851 803549.821 2576.826
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 4
por: ----------------------------
- 5. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estación
instrumento
Punto atrás
Coordenadas
Altura
Azimut Parciales elevación
Ángulos Hilos estadía DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
2 3 1.405 91º22’ 94º23’ 0.854 0.701 0.543 31.082 -0.742 171º54’30’’ -30.773 4.375 8074280.758 803543.664 2576.799
2 3 1.405 91º11’ 112º05’ 1.019 0.865 0.701 31.786 -0.657 189º36’30’’ -31.340 -5.305 8074280.191 803533.984 2576.720
2 3 1.405 91º00’ 125º37’ 1.133 0.989 0.893 23.993 -0.419 203º08’30’' -22.062 -9.429 8074289.469 803529.860 2576.834
2 3 1.405 90º32’ 324º17’ 1.061 0.952 0.846 21.498 -0.200 41º48’30’’ 16.024 14.331 8074327.555 803553.620 2577.090
2 3 1.405 90º39’ 328º07’ 1.150 1.062 0.962 18.798 -0.213 45º38’30’’ 13.143 13.440 8074324.674 803552.729 2576.967
2 3 1.405 90º39’ 325º12’ 1.141 1.055 0.959 18.198 -0.206 42º43’30’’ 13.369 12.347 8074324.900 803551.636 2576.981
2 3 1.405 90º42’ 324º39’ 1.144 1.051 0.962 18.197 -0.222 42º10’30’’ 13.486 12.217 8074325.017 803551.506 2576.967
2 3 1.405 90º51’ 335º16’ 1.172 1.103 1.037 13.497 -0.200 52º47’30’’ 8.162 10.750 8074319.693 803550.039 2576.939
2 3 1.405 94º15’ 58º40’ 0.823 0.782 0.740 8.254 -0.613 136º11’30’’ -5.957 5.714 8074305.574 803545.003 2576.846
2 3 1.405 92º12’ 67º54’ 1.024 0.974 0.924 9.985 -0.384 145º25’30’’ -8.221 5.666 8074303.310 803544.955 2576.884
2 3 1.405 92º28’ 81º25’ 1.058 1.018 0.978 7.985 -0.344 158º56’30’’ -7.751 2.869 8074304.079 803542.158 2576.880
2 3 1.405 96º22’ 72º44’ 0.820 0.792 0.764 5.531 -0.617 150º15’30’’ -4.802 2.744 8074306.729 803542.033 2576.833
2 3 1.405 96º03’ 63º59’ 0.824 0.896 0.868 5.538 -0.587 141º30’30’’ -4.335 3.447 8074307.196 803542.736 2576.759
2 3 1.405 96º53’ 66º38’ 1.030 1.015 1.001 2.858 -0.345 144º09’30’’ -2.317 1.673 8074309.214 803540.963 2576.882
2 3 1.405 95º57’ 80º37’ 1.072 1.055 1.038 3.363 -0.351 158º08’30’’ -3.121 1.252 8074308.410 803540.541 2576.836
2 3 1.405 97º41’ 130º09’ 0.950 0.933 0.917 3.241 0.437 207º40’30’’ -2.870 -1.505 8074308.661 803537.784 2576.872
2 3 1.405 99º02’ 159º36’ 1.036 1.022 1.007 2.829 -0.450 237º07’30’’ -1.536 -2.376 8074309.995 803536.913 2576.770
2 3 1.405 97º38’ 118º42’ 0.847 0.827 0.807 3.929 -0.527 196º13’30’’ -3.773 -1.098 8074307.758 803538.191 2576.888
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 5
por: ----------------------------
- 6. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estación
instrumento
Punto atrás
Coordenadas
Altura
Azimut Parciales elevación
Ángulos Hilos estadía DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
2 3 1.405 94º26’ 86º03’ 0.759 0.735 0.709 4.970 -0.385 163º34’30’’ -4.767 1.405 8074306.764 803540.694 2577.122
2 3 1.405 94º26’ 88º16’ 0.872 0.835 0.801 7.058 -0.547 165º47’30’’ -6.842 1.732 8074303.689 803541.021 2576.860
2 3 1.405 94º26’ 99º55’ 0.787 0.747 0.704 8.250 -0.640 177º26’30’’ -8.242 0.368 8074303.289 803539.657 2576.855
2 3 1.405 93º13’ 114º03’ 0.907 0.757 0.607 29.906 -1.681 191º34’30’’ -29.298 -6.001 8074282.233 803533.288 2575.804
2 3 1.405 93º24’ 126º05’ 1.097 1.051 1.022 5.680 -0.337 203º36’30’’ -5.205 -2.275 8074306.326 803537.014 2576.854
2 3 1.405 92º02’ 73º07’ 0.994 0.938 0.883 11.086 -0.394 150º38’30’’ -10.449 5.878 8074301.082 803545.167 2576.910
2 3 1.405 92º02’ 91º44’ 1.087 1.042 0.997 8.989 -0.319 169º15’30’’ -8.831 1.675 8074302.700 803540.964 2576.881
2 3 1.405 92º02’ 100º02’ 1.079 1.041 0.982 9.688 -0.344 177º33’30’’ -9.679 0.413 8074301.852 803539.702 2576.857
2 3 1.405 92º02’ 110º32’ 1.103 1.053 1.004 9.888 -0.351 188º03’30’’ -9.793 -1.386 8074301.741 803537.903 2576.838
2 3 1.405 92º02’ 110º38’ 0.894 0.724 0.738 15.580 -0.553 188º09’30’’ -15.422 -2.211 8074296.109 803537.078 2576.965
2 3 1.405 92º07’ 117º16’ 0.718 0.612 0.508 20.971 -0.775 194º47’30’’ -20.276 -5.354 8074291.255 803533.935 2576.855
2 3 1.405 91º18’ 113º07’ 0.992 0.881 0.768 22.388 -0.508 190º38’30’’ -22.003 -4.134 8074289.528 803535.155 2576.853
2 3 1.405 91º17’ 114º38’ 0.966 0.839 0.714 25.187 -0.564 192º9’30’’ -24.622 -5.305 8074286.909 803533.984 2576.839
2 3 1.405 91º17’ 119º41’ 0.977 0.814 0.707 26.986 -0.605 197º12’30’’ -25.778 -7.984 8074285.753 803551.305 2576.823
2 3 1.405 90º31’ 111º44’ 1.243 1.103 0.963 27.998 -0.252 189º15’30’’ -27.633 -4.504 8074283.898 803534.785 2576.887
2 3 1.405 91º02’ 104º37’ 0.999 0.858 0.717 28.191 -0.508 182º08’30’’ -28.171 -1.054 8074283.360 803538.236 2576.876
2 3 1.405 92º21’ 94º46’ 0.808 0.725 0.642 16.572 -0.680 172º17’30’’ -16.422 2.223 8074295.109 803541.512 2576.837
2 3 1.405 92º21’ 97º10’ 0.757 0.663 0.569 18.790 -0.443 174º41’30’’ -18.709 1.738 8074292.822 803541.027 2577.136
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 6
por: ----------------------------
- 7. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estación
instrumento
Punto atrás
Coordenadas
Altura
Azimut Parciales elevación
Ángulos Hilos estadía DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
2 3 1.405 92º21’ 99º57’ 0.942 0.875 0.808 13.377 -0.549 177º28’30’’ -13.364 0.589 8074298.167 803539.878 2576.818
2 3 1.405 92º21’ 94º42’ 0.888 0.818 0.747 14.076 -0.578 172º13’30’’ -13.947 1.904 8074297.584 803541.193 2576.846
2 3 1.405 92º21’ 86º35’ 0.976 0.920 0.863 11.281 -0.463 164º06’30’’ -10.850 3.089 8074300.681 803542.378 2576.859
2 3 1.405 92º53’ 92º56’ 0.922 0.869 0.817 10.473 -0.528 170º27’30’’ -10.328 1.736 8074301.203 803541.025 2576.845
2 3 1.405 92º53’ 101º08’ 0.809 0.684 0.609 19.949 -1.005 178º39’30’’ -19.944 0.467 8074291.587 803539.756 2576.553
2 3 1.405 92º53’ 98º25’ 0.722 0.642 0.571 15.062 -0.759 175º56’30’’ -15.024 1.066 8074296.507 803540.355 2576.841
2 3 1.405 91º33’ 106º58’ 1.024 0.932 0.838 18.586 -0.503 184º29’30’’ -18.529 -1.456 8074293.002 803537.834 2576.807
2 3 1.405 90º23’ 103º42’ 1.382 1.288 1.193 18.899 -0.126 181º13’30’’ -18.895 -0.404 8074292.636 803538.885 2576.828
2 3 1.405 90º23’ 107º29’ 1.422 1.329 1.232 18.999 -0.127 185º00’30’’ -18.926 -1.659 8074292.605 803537.603 2576.786
2 3 1.405 90º24’ 96º38’ 1.354 1.279 1.201 15.299 -0.107 174º09’30’’ -15.220 1.557 8074296.311 803540.846 2576.856
2 3 1.405 90º58’ 109º54’ 1.216 1.109 1.005 21.094 -0.356 187º25’30’’ -20.917 -2.726 8074290.614 803536.563 2576.777
2 3 1.405 91º30’ 110º49’ 1.002 0.895 0.788 21.385 -0.560 188º20’30’’ -21.159 -3.102 8074290.372 803536.187 2576.787
2 3 1.405 91º37’ 105º16’ 0.878 0.757 0.634 24.381 -0.688 183º08’30’’ -24.344 -1.336 8074287.187 803537.953 2576.797
2 3 1.405 91º23’ 104º13’ 0.990 0.871 0.752 23.759 -0.989 181º44’30’’ -23.748 -0.722 8074287.783 803538.567 2576.382
2 3 1.405 90º32’ 112º57’ 1.329 1.200 1.069 25.998 -0.242 190º28’30’’ -25.565 -4.727 8074285.966 803534.562 2576.800
2 3 1.405 88º09’ 106º12’ 2.381 2.249 2.119 26.173 0.845 183º43’30’’ -26.118 -1.700 8074285.413 803537.589 2576.838
2 3 1.405 83º44’ 121º58’ 3.754 3.587 3.467 28.358 3.114 199º29’30’’ -26.733 -9.462 8074284.798 803529.827 2577.769
2 3 1.405 91º07’ 122º49’ 1.087 0.983 0.879 20.792 -0.405 200º20’30’’ -19.495 -7.228 8074292.036 803532.061 2576.854
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 7
por: ----------------------------
- 8. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estación
instrumento
Punto atrás
Coordenadas
Altura
Azimut Parciales elevación
Ángulos Hilos estadía DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
2 3 1.405 91º07’ 118º49’ 1.120 1.041 0.958 16.194 -0.316 196º20’30’’ -15.540 -4.556 8074295.991 803534.733 2576.885
2 3 1.405 90º51’ 115º49’ 0.980 0.911 0.841 13.897 -0.206 193º20’30’’ -13.522 -3.207 8074298.009 803536.082 2577.125
2 3 1.405 91º51’ 121º42’ 1.122 1.075 1.028 9.390 -0.303 199º13’30’ -8.866 -3.092 8074302.665 803536.197 2576.864
2 3 1.405 91º51’ 128º52’ 1.143 1.003 1.059 8.391 -0.271 206º23’30’’ -7.516 -3.730 8074304.015 803535.559 2576.968
2 3 1.405 91º50’ 137º38’ 1.183 1.148 1.117 6.593 -0.211 215º09’30’’ -5.390 -3.796 8074306.141 803535.493 2576.883
2 3 1.405 97º13’ 140º47’ 0.828 0.808 0.788 3.937 -0.499 218º18’30’’ -3.089 -2.441 8074308.442 803536.849 2576.935
2 3 1.405 95º46’ 207º02’ 1.062 1.042 1.022 3.960 -0.400 284º33’30’’ 0.995 -3.833 8074312.526 803535.456 2576.800
2 3 1.405 94º17’ 225º48’ 0.898 0.964 0.922 2.387 -0.179 303º19’30’’ 1.311 -1.995 8074312.842 803537.295 2577.456
2 3 1.405 94º18’ 214º27’ 0.841 0.794 0.744 9.645 -0.725 291º58’30’’ 3.609 -8.944 8074315.140 803530.345 2576.723
2 3 1.405 91º38’ 197º19’ 1.252 1.197 1.138 11.391 -0.325 274º50’30’’ 0.961 -11.350 8074312.492 803527.939 2576.720
2 3 1.405 92º38’ 186º22’ 1.029 0.967 0.903 12.573 -0.578 263º53’30’’ -1.338 -12.502 8074310.193 803526.787 2576.697
2 3 1.405 89º09’ 139º45’ 1.887 1.782 1.678 20.895 -0.310 217º16’30’’ -16.627 -12.655 8074294.904 803526.634 2576.770
2 3 1.405 90º49’ 127º28’ 1.241 1.117 0.990 25.095 -0.358 204º59’30’’ -22.745 -10.602 8074288.786 803528.687 2576.767
2 3 1.405 91º33’ 126º34’ 0.919 0.811 0.702 21.684 -0.587 204º08’30’’ -19.787 -8.869 8074291.744 803530.420 2576.844
2 3 1.405 91º33’ 126º02’ 1.119 1.032 0.948 17.087 -0.462 203º33’30’’ -15.663 -6.829 8074295.868 803532.460 2576.748
2 3 1.405 92º32’ 131º42’ 1.179 1.099 1.027 15.189 -0.407 209º13’30’’ -13.256 -7.416 8074298.275 803531.873 2576.736
2 3 1.405 92º17’ 136º32’ 0.906 0.891 0.817 8.886 -0.354 214º02’30’’ -7.363 -4.974 8074304.168 803534.315 2576.997
2 3 1.405 92º17’’ 131º39’ 0.849 0.785 0.721 12.780 -0.510 209º10’30’’ -11.159 -6.230 8074300.372 803533.059 2576.947
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 8
por: ----------------------------
- 9. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estacion
instrumento
Punto atras
Coordenadas
Altura
Azimut Parciales elevación
Angúlos Hilos estadia DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
2 3 1.405 91º45’ 137º09’ 1.132 1.067 0.998 13.388 -0.409 214º40’30’’ -11.010 -7.617 8074300.521 803531.672 2576.766
2 3 1.405 91º45’ 135º49’ 1.127 1.059 0.997 12.988 -0.397 213º20’30’’ -10.850 -7.139 8074300.681 803532.150 2576.786
2 3 1.405 93º15’ 146º46’ 0.897 0.842 0.787 10.965 -0.023 224º17’30’’ -7.849 -7.657 8074303.682 803531.632 2576.777
2 3 1.405 93º36’ 143º28’ 0.865 0.813 0.759 10.558 -0.664 220º59’30’’ -7.969 -6.926 8074303.562 803532.636 2576.764
2 3 1.405 95º33’ 167º10’ 0.855 0.821 0.787 6.736 -0.654 244º41’30’’ -2.880 -6.089 8074308.651 803533.200 2576.766
2 3 1.405 96º08’ 165º18’ 0.847 0.817 0.783 6.327 -0.680 242º49’30’’ -2.890 -5.629 8074308.641 803533.660 2576.745
2 3 1.405 97º05’ 212º33’ 0.718 0.698 0.662 5.515 -0.685 290º04’30’’ 1.893 -5.180 8074313.424 803534.109 2576.859
2 3 1.405 92º03’ 210º04’ 0.928 0.893 0.857 7.091 -0.254 287º35’30’’ 2.143 -6.759 8074313.674 803532.674 2577.095
2 3 1.405 93º43’ 190º27’ 1.028 0.988 0.943 8.464 -0.550 267º58’30’’ -0.299 -8.459 8074311.232 803530.830 2576.704
2 3 1.405 94º19’ 195º02’ 0.807 0.757 0.707 9.943 -0.750 272º32’30’’ 0.444 -9.933 8074311.975 803529.356 2576.734
2 3 1.405 94º12’ 165º13’ 0.737 0.679 0.621 11.538 -0.847 242º44’30’’ -5.284 -10.257 8074306.247 803529.032 2576.716
2 3 1.405 92º27’ 167º22’ 1.068 1.008 0.948 11.978 -0.513 244º53’30’’ -5.083 -10.846 8074306.448 803528.443 2576.721
2 3 1.405 94º20’ 194º44’ 0.802 0.750 0.698 10.341 -0.784 272º15’30’’ 0.407 -10.333 8074311.938 803528.956 2576.708
2 3 1.405 91º17’ 154º48’ 1.219 1.144 1.070 14.893 -0.334 232º19’30’’ -9.102 -11.788 8074302.429 803527.501 2576.764
2 3 1.405 91º18’ 147º08’ 1.213 1.132 1.049 16.392 -0.372 224º39’30’’ -11.660 -11.522 8074299.871 803527.767 2576.738
2 3 1.405 88º39’ 137º22’ 2.048 1.956 1.856 19.189 0.452 214º53’30’’ -15.739 -10.977 8074295.792 803528.312 2576.738
2 3 1.405 96º44’ 244º16’ 1.054 1.047 1.022 3.156 -0.373 321º47’30’’ 2.480 -1.952 8074314.011 803537.337 2576.822
2 3 1.405 102º46’ 202º11’ 0.933 0.923 0.908 2.378 -0.539 279º42’30’’ 0.400 -2.339 8074311.931 803536.950 2576.780
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 9
por: ----------------------------
- 10. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estacion
instrumento
Punto atras
Coordenadas
Altura
Azimut Parciales elevacion
Angúlos Hilos estadia DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
2 3 1.405 93º42’ 237º32’ 1.042 1.008 0.978 6.373 -0.412 315º03’30’’ 4.511 -4.502 8074316.042 803534.787 2576.822
2 3 1.405 94º01’ 231º01’ 0.951 0.908 0.867 8.359 -0.587 308º32’30’’ 5.208 -6.538 8074316.739 803532.751 2576.747
2 3 1.405 95º01’ 224º42’ 0.844 0.794 0.744 9.924 -0.871 302º13’30’’ 5.292 -8.395 8074316.823 803530.894 2576.577
2 3 1.405 93º53’ 214º44’ 0.807 0.787 0.721 8.561 -0.581 292º15’30’’ 3.243 -7.923 8074314.774 803531.366 2576.874
2 3 1.405 93º26’ 200º02’ 0.854 0.791 0.728 12.555 -0.753 277º33’30’’ 1.651 -12.446 8074313.182 803526.843 2576.698
2 3 1.405 92º31’ 247º19’ 0.719 0.607 0.593 12.576 -0.553 324º50’30’’ 10.282 -7.242 8074321.813 803532.047 2577.082
2 3 1.405 93º15’ 233º34’ 1.147 0.992 0.932 21.431 -1.217 311º05’30’’ 14.086 -16.152 8074325.617 803523.137 2576.033
2 3 1.405 93º16’ 241º50’ 0.878 0.802 0.731 14.652 -0.836 319º21’30’’ 11.118 -9.543 8074322.649 803529.746 2576.604
2 3 1.405 93º18’ 252º31’ 0.677 0.578 0.497 17.940 -1.034 330º02’30’’ 15.543 -8.959 8074327.074 803530.330 2576.630
2 3 1.405 90º41’ 305º49’ 1.118 1.002 0.888 22.997 -0.274 383º20’30’’ 21.115 9.112 8074332.646 803548.401 2576.966
2 3 1.405 90º40’ 274º08’ 1.242 1.149 1.058 18.398 -0.214 351º39’30’’ 18.203 -2.669 8074329.734 803536.620 2576.879
2 3 1.405 91º14’ 305º58’ 0.902 0.799 0.695 20.690 -0.445 383º29’30’’ 18.975 8.247 8074330.506 803547.536 2576.998
2 3 1.405 94º31’ 267º25’ 0.874 0.838 0.803 7.056 -0.557 344º56’30’’ 6.514 -1.833 8074318.345 803537.456 2576.847
2 3 1.405 92º15’ 236º31’ 0.873 0.763 0.653 21.966 -0.863 314º02’30’’ 15.270 -15.790 8074326.801 803523.499 2576.616
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 10
por: ----------------------------
- 11. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estacion
instrumento
Punto atras
Coordenadas
Altura
Azimut Parciales elevacion
Angúlos Hilos estadia DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
3 4 1.415 91º49’ 0º0’ 0.565 0.418 0.272 29.271 -0.928 - - - 8074339.002 803530.058 2576.822
3 4 5 1.415 90º55’ 157º08’ 0.604 0.412 0.221 38.290 -0.613 - - - 2577.143
3 4 1.415 94º43’ 46º50’ 0.883 0.841 0.798 8.443 -0.697 208º11’ -7.442 -3.998 8074331.560 803346.070 2576.630
3 4 1.415 97º22’ 56º01’ 0.809 0.784 0.701 10.622 -1.373 217º22’ -8.442 -6.447 8074330.560 803343.611 2576.011
3 4 1.415 100º24’ 28º26’ 1.062 1.047 1.039 2.225 -0.408 189º47’ -2.193 -0.378 8074336.809 803349.680 2576.713
3 4 1.415 92º58’ 300º04’ 0.795 0.498 0.201 59.241 -3.070 101º25’ -11.726 58.069 8074327.276 803408.127 2574.600
3 4 1.415 92º00’ 296º31’ 0.732 0.635 0.541 19.077 -0.666 97º52’ -2.611 18.897 8074336.391 803368.955 2576.867
3 4 1.415 93º40’ 290º17’ 0.447 0.373 0.299 14.739 -0.945 91º38’ -0.420 14.733 8074338.582 803364.791 2576.850
3 4 1.415 86º34’ 287º42’ 2.658 2.552 2.449 20.339 3.379 89º03’ 0.337 20.336 8074339.339 803370.394 2578.995
3 4 1.415 99º55’ 253º03’ 0.957 0.947 0.937 1.941 -0.339 54º24’ 1.130 1.578 8074340.132 803351.363 2576.882
3 4 1.415 91º09’ 256º22’ 1.255 1.202 1.151 10.396 -0.209 57º43’ 5.553 8.789 8074344.555 803358.847 2576.757
3 4 1.415 93º24’ 228º32’ 0.807 0.752 0.698 10.862 -0.645 29º53’ 9.418 5.412 8074348.420 803355.470 2576.771
3 4 1.415 95º10’ 208º27’ 0.621 0.573 0.527 9.324 -0.843 9º48’ 9.188 1.587 8074348.190 803351.645 2576.752
3 4 1.415 94º00’ 182º51’ 0.657 0.592 0.528 12.837 -0.898 344º12’ 12.352 -3.495 8074351.354 803346.563 2576.678
3 4 1.415 91º44’ 182º22’ 0.659 0.632 0.603 5.595 -0.169 343º43’ 5.371 -1.569 8074344.373 803348.489 2577.367
3 4 1.415 92º31’ 177º12’ 0.983 0.920 0.853 12.975 -0.570 338º33’ 12.076 -4.745 8074351.078 803345.313 2576.678
3 4 1.415 101º34’ 139º41’ 0.650 0.632 0.614 3.455 -0.701 301º02’ 1.781 -2.960 8074340.783 803347.098 2576.829
3 4 1.415 93º35’ 165º14’ 0.653 0.582 0.510 14.244 -0.892 326º35’ 11.889 -7.845 8074350.891 803342.213 2576.694
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 11
por: ----------------------------
- 12. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estacion
instrumento
Punto atras
Coordenadas
Altura
Azimut Parciales elevacion
Angúlos Hilos estadia DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
4 5 1.405 91º27’ 0º0’ 0.842 0.649 0.459 38.275 -0.969 - - 8074376.943 803531.942
4 5 1.405 91º36’ 68º36’ 0.792 0.519 0.248 54.358 -1.518 - - - - - 2567.664
4 5 1.405 92º14’ 16º05’ 0.878 0.777 0.674 20.373 -0.741 198º38’30’’ -19.304 -6.512 8074357.639 803525.430 2568.184
4 5 1.405 91º54’ 354º52’ 0.844 0.774 0.654 18.979 -0.630 177º25’30’’ -18.960 0.853 8074357.983 803532.795 2568.298
4 5 1.405 91º54’ 343º12’ 0.928 0.822 0.719 20.877 -0.693 176º45’30’’ -20.844 1.181 8074356.099 803533.123 2568.187
4 5 1.405 91º47’ 336º14’ 0.918 0.821 0.724 19.381 -0.603 158º47’30’’ -18.068 7.011 8074358.875 803538.953 2568.278
4 5 1.405 91º29’ 272º23’ 0.653 0.548 0.443 20.986 -0.543 94º56’30’’ -1.808 20.908 8074375.135 803552.850 2568.611
4 5 1.405 90º49’ 255º35’ 0.964 0.897 0.838 12.597 -0.180 78º08’30’’ 2.589 12.328 8074379.532 803554.270 2568.625
4 5 1.405 95º11’ 245º21’ 0.875 0.818 0.761 11.307 -1.026 67º54’30’’ 4.252 10.477 8074381.195 803542.419 2567.858
4 5 1.405 91º11’ 218º47’ 0.954 0.889 0.825 12.894 -0.266 41º20’30’’ 9.681 8.517 8074386.624 803540.459 2568.547
4 5 1.405 91º50’ 197º95’ 0.638 0.570 0.506 13.186 -0.422 21º08’30’’ 12.298 4.756 8074389.241 803536.698 2568.710
4 5 1.405 93º19’ 178º34’ 0.554 0.487 0.421 13.255 -0.768 1º07’30’’ 13.252 0.260 8074390.195 803532.202 2568.447
4 5 1.405 95º38’ 151º55’ 0.542 0.497 0.452 8.913 -0.879 334º28’30’’ 8.043 -3.841 8074384.986 803528.101 2568.326
4 5 1.405 98º56’ 122º23’ 0.476 0.444 0.413 6.148 -0.966 304º56’30’’ 3.521 -5.040 8074380.464 803526.902 2568.241
4 5 1.405 95º19’ 56º25’ 0.852 0.822 0.827 2.479 -0.231 248º58’30’’ -0.889 -2.314 8074376.054 803526.628 2568.649
4 5 1.405 93º12’ 48º37’ 1.052 1.011 0.968 8.374 -0.468 231º10’30’’ -5.250 -6.524 8074371.693 803525.418 2568.223
4 5 1.405 93º12’ 29º17’ 0.824 0.754 0.687 13.657 -0.764 211º50’30’’ -11.602 -7.205 8074365.341 803524.737 2568.184
4 5 1.405 93º12’ 65º19’ 0.928 0.877 0.824 10.368 -0.580 247º52’30’’ -3.905 -9.605 8074373.038 803522.337 2568.245
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 12
por: ----------------------------
- 13. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estacion
instrumento
Punto atras
Coordenadas
Altura
Azimut Parciales elevacion
Angúlos Hilos estadia DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
4 5 1.405 93º39’ 142º47’ 0.667 0.608 0.549 11.752 -0.750 325º20’30’’ 9.667 -6.683 8074386.610 803525.259 2568.344
4 5 1.405 93º39’ 164º08’ 0.383 0.306 0.228 15.437 -0.985 346º41’30’’ 15.022 -3.553 8074391.965 803528.389 2568.411
4 5 1.405 92º02’ 198º21’ 0.694 0.612 0.539 15.480 -0.550 15º54’30’’ 14.887 4.243 8074391.830 803536.185 2568.540
4 5 1.405 97º52’ 204º13’ 0.421 0.391 0.361 5.888 -0.813 26º46’30’’ 5.257 2.652 8074382.200 803534.594 2568.498
4 5 1.405 94º21’ 260º30’ 0.853 0.827 0.797 5.568 -0.424 83º03’30’’ 0.673 5.527 8074377.616 803537.469 2568.451
4 5 1.405 94º20’ 253º12’ 0.304 0.252 0.200 10.341 -0.784 75º45’30’’ 2.54 10.023 8074379.487 803541.965 2568.666
4 5 1.405 93º30’ 275º30’ 0.521 0.467 0.414 10.660 -0.652 98º03’30’’ -1.494 10.555 8074375.449 803542.497 2568.583
4 5 1.405 93º32’ 270º46’ 0.396 0.326 0.256 13.947 -0.861 93º19’30’’ -0.809 13.924 8074376.134 803545.866 2568.515
4 5 1.405 92º48’ 295º13’ 0.587 0.522 0.456 13.069 -0.639 117º46’30’’ -6.090 11.563 8074370.853 803543.505 2568.541
4 5 1.405 92º49’ 276º25’ 0.358 0.268 0.176 18.156 -0.893 98º58’30’’ -2.832 17.934 8074374.111 803549.876 2568.241
4 5 1.405 91º88’ 337º50’ 1.069 0.999 0.927 14.192 -0.339 160º23’30’’ -13.369 4.763 8074363.574 803536.705 2568.373
4 5 1.405 95º37’ 17º25’ 0.462 0.422 0.378 8.320 -0.818 199º58’30’’ -7.819 -2.842 8074369.124 803529.100 2568.462
4 5 1.405 101º26’ 93º25’ 0.817 0.789 0.779 3.651 -0.738 275º59’30’’ 0.381 -3.631 8074377.324 803528.311 2568.166
4 5 1.405 95º09’ 310º20’ 0.626 0.588 0.548 7.737 -0.697 132º53’30’’ -5.266 5.668 8074371.677 803537.610 2568.417
4 5 1.405 94º52’ 317º09’ 0.512 0.464 0.416 9.531 -0.812 139º42’30’’ -7.270 6.163 8074369.673 803538.105 2568.421
4 5 1.405 93º02’ 327º15’ 0.786 0.732 0.678 10.770 -0.571 149º48’30’’ -9.309 5.416 8074367.634 803537.358 2568.399
4 5 1.405 93º02’ 339º23’ 0.821 0.768 0.737 8.376 -0.444 161º56’30’’ -7.963 2.596 8074369.980 803534.538 2568.490
4 5 1.405 94º46’ 349º40’ 0.634 0.591 0.547 8.640 -0.720 172º13’30’’ -8.561 1.169 8074368.382 803533.111 2568.391
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 13
por: ----------------------------
- 14. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estacion
instrumento
Punto atras
Coordenadas
Altura
Azimut Parciales elevacion
Angúlos Hilos estadia DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
4 5 1.405 96º08’ 351º38’ 0.664 0.629 0.597 6.624 -0.712 174º11’30’’ -6.590 0.670 8074370.353 803532.612 2568.361
4 5 1.405 97º08’ 333º10’ 0.717 0.692 0.667 4.933 -0.616 155º43’30’’ -4.488 2.024 8074372.455 803533.966 2568.394
4 5 1.405 96º32’ 315º43’ 0.708 0.682 0.654 5.330 -0.610 138º16’30’’ -3.978 3.547 8074372.965 803535.489 2568.410
4 5 1.405 91º29’ 328º36’ 0.676 0.476 0.278 39.773 -1.030 151º09’30’’ -34.839 19.186 8074342.104 803551.128 2568.196
4 5 1.405 87º14’ 322º21’ 3.246 3.054 2.871 37.413 1.808 144º54’30’’ -30.613 21.508 8074346.330 803553.456 2568.456
4 5 1.405 91º31’ 318º27’ 1.160 0.950 0.742 41.785 -1.106 141º0’30’’ -32.477 26.291 8074344.466 803558.233 2567.646
4 5 1.405 90º14’ 312º31’ 1.281 1.081 0.989 29.200 -0.119 135º04’30’’ -20.675 20.620 8074356.288 803552.562 2568.502
4 5 1.405 91º14’ 308º04’ 1.271 1.081 0.891 37.982 -0.818 130º37’30’’ -24.730 28.820 8074352.213 803560.770 2567.803
4 5 1.405 90º14’ 289º06’ 1.071 0.891 0.712 35.883 -0.773 111º39’30’’ -13.243 33.350 8074363.700 803565.292 2568.038
4 5 1.405 90º14’ 281º55’ 1.101 0.951 0.801 30.000 -0.122 104º28’30’’ -7.499 29.048 8074369.444 803560.990 2568.629
4 5 1.405 87º11’ 274º40’ 2.286 2.172 2.059 22.645 1.114 97º13’30’’ -2.848 22.465 8074374.095 803554.407 2568.644
4 5 1.405 90º23’ 291º42’ 1.148 1.051 0.953 19.499 -0.130 114º15’30’’ -8.011 17.777 8074368.932 803549.719 2568.521
4 5 1.405 90º38’ 98º38’ 1.093 0.999 0.908 18.498 -0.204 281º11’30’’ 3.590 -18.146 8074380.533 803517.796 2568.499
4 5 1.405 91º59’ 351º39’ 0.841 0.717 0.591 24.970 -0.865 174º12’30’’ -24.843 2.520 8074352.100 803534.462 2568.120
4 5 1.405 90º17’ 341º36’ 1.531 1.339 1.249 28.199 -0.139 164º09’30’’ -27.128 7.698 8074349.815 803539.640 2568.164
4 5 1.405 91º37’ 233º24’ 0.979 0.871 0.765 21.383 -0.604 55º57’30’’ 11.970 17.719 8074388.913 803549.661 2568.227
4 5 1.405 91º27’ 332º29’ 0.801 0.639 0.472 32.878 -0.832 155º02’30’’ -29.809 13.874 8074347.134 803545.816 2568.231
4 5 1.405 91º49’ 339º52’ 0.719 0.575 0.432 28.671 -0.909 162º25’30’’ -27.333 8.657 8074349.610 80354.599 2568.218.
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 14
por: ----------------------------
- 15. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estacion
instrumento
Punto atras
Coordenadas
Altura
Azimut Parciales elevacion
Angúlos Hilos estadia DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
4 5 1.405 90º46’ 324º39’ 1.071 0.913 0.753 31.794 -0.425 147º12’30’’ -26.727 17.219 8074350.216 803549.161 2568.364
4 5 1.405 91º56’ 320º40’ 0.743 0.742 0.741 0.200 -0.007 143º13’30’’ -0.160 0.120 8074376.783 803532.062 2568.153
4 5 1.405 90º39’ 312º49’ 0.962 0.772 0.601 36.095 -0.410 135º22’30’’ -25.690 25.355 8074351.253 803557.297 2568.580
4 5 1.405 90º40’ 301º39’ 1.051 0.932 0.818 23.297 -0.271 124º12’30’’ -13.098 19.267 8074363.845 803551.209 2568.499
4 5 1.405 90º14’ 293º23’ 1.157 1.032 0.912 24.500 -0.100 115º56’30’’ -10.718 22.031 8074366.225 803553.973 2568.540
4 5 1.405 90º14’ 282º48’ 1.082 0.951 0.819 26.300 -0.107 105º21’30’’ -6.966 25.361 8074369.977 803557.303 2568.644
4 5 1.405 90º15’ 285º01’ 1.039 0.877 0.713 32.599 -0.142 107º34’30’’ -9.843 31.077 8074367.100 803563.019 2568.683
4 5 1.405 90º52’ 267º20’ 0.817 0.693 0.572 24.495 -0.371 89º53’30’’ 0.046 24.494 8074376.898 803556.436 2568.639
4 5 1.405 87º28’ 323º10’ 3.278 3.072 2.868 41.419 1.833 145º43’30’’ -34.226 23.326 8074342.717 803555.268 2568.463
4 5 1.405 90º22’ 302º52’ 1.172 1.022 0.873 29.899 -0.191 125º25’30’’ -17.331 24.364 8074359.612 803556.306 2568.489
4 5 1.405 90º34’ 293º02’ 0.986 0.847 0.687 29.897 -0.296 115º35’30’’ -12.914 26.964 8074364.029 803558.906 2568.559
4 5 1.405 90º32’ 290º15’ 1.029 0.887 0.747 28.198 0.262 112º48’30’’ -10.931 25.993 8074366.012 803557.935 2568.553
4 5 1.405 90º42’ 297º06’ 0.973 0.842 0.712 26.096 -0.319 119º39’30’’ -12.913 22.677 8074364.030 803554.619 2568.541
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 15
por: ----------------------------
- 16. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estacion
instrumento
Punto atras
Coordenadas
Altura
Azimut Parciales elevacion
Angúlos Hilos estadia DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
5 6 - 1.398 91º02’ 0º0’ 1.031 0.759 0.487 54.382 -0.981 - - - 8074355.810 803582.492 2576.541
5 6 1 1.398 91º29’ 178º04’ 0.662 0.532 0.402 25.983 -0.672 - - - 8074385 803566 2577.076
5 6 1.398 91º31’ 15º0’ 0.929 0.838 0.751 17.788 -0.471 307º18’ 10.779 -14.150 8074366.589 803568.342 2576.972
5 6 1.398 92º12’ 19º02’ 0.852 0.778 0.702 14.978 -0.573 311º20’ 9.892 -11.247 8074365.702 803571.245 2576.928
5 6 1.398 93º04’ 43º30’ 0.976 0.939 0.902 7.379 -0.395 335º48’ 6.731 -3.025 8074362.541 803579.467 2576.947
5 6 1.398 95º36’ 62º07’ 0.791 0.763 0.737 5.349 -0.524 354º25’ 5.324 -0.520 8074361.134 803581.972 2576.994
5 6 1.398 93º31’ 142º32’ 0.722 0.681 0.639 8.269 -0.508 74º50’ 2.163 7.981 8074357.973 803590.473 2577.092
5 6 1.398 93º31’ 150º24’ 0.634 0.578 0.524 10.959 -0.673 82º42’ 1.393 10.870 8074357.203 803593.362 2577.029
5 6 1.398 91º42’ 147º38’ 0.939 0.862 0.785 15.386 -0.457 79º56’ 2.795 15.747 8074358.605 803598.239 2576.962
5 6 1.398 91º03’ 155º46’ 1.001 0.901 0.801 19.993 -0.366 88º04’ 0.674 19.982 8074356.484 803602.474 2577.014
5 6 1.398 90º15’ 158º32’ 1.289 1.176 1.062 22.700 -0.099 90º50’ -0.330 22.698 8074355.480 803605.190 2577.006
5 6 1.398 91º24’ 165º41’ 0.620 0.558 0.289 32.181 -0.786 97º59’ -4.469 31.869 8074351.341 803614.361 2576.937
5 6 1.398 91º02’ 168º31’ 0.793 0.581 0.411 38.188 -0.689 100º49’ -7.167 37.510 8074348.643 803620.002 2577.011
5 6 1.398 90º35’ 171º17’ 1.031 0.857 0.682 34.896 -0.355 103º35’ -8.196 33.920 8074347.614 803616.412 2577.069
5 6 1.398 90º57’ 190º26’ 1.051 0.948 0.832 21.894 -0.363 122º44’ -11.839 18.417 8074343.971 803600.909 2576.970
5 6 1.398 91º02’ 195º29’ 1.066 0.962 0.878 18.794 -0.339 127º47’ -11.515 14.854 8074344.295 803597.346 2576.980
5 6 1.398 91º36’ 292º01’ 1.106 0.979 0.851 25.480 -0.711 224º19’ -18.231 -17.801 8074337.579 803564.691 2576.590
5 6 1.398 92º32’ 297º07’ 0.761 0.654 0.541 21.957 -0.971 229º25’ -14.284 -16.675 8074341.526 803565.817 2576.656
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 16
por: ----------------------------
- 17. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estacion
instrumento
Punto atras
Coordenadas
Altura
Azimut Parciales elevacion
Angúlos Hilos estadia DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
5 6 1.398 92º34’ 309º41’ 0.653 0.532 0.411 24.151 -1.083 241º59’ -11.344 -21.321 8074344.466 803561.171 2576.666
5 6 1.398 92º51’ 345º0’ 0.677 0.591 0.507 16.958 -0.844 277º18’ 2.155 -16.821 8074357.965 803565.671 2576.846
5 6 1.398 92º16’ 354º17’ 0.797 0.713 0.631 16.574 -0.656 286º35’ 4.730 -15.885 8074360.540 803566.607 2576.912
5 6 1.398 87º22’ 301º57’ 2.878 2.749 2.621 25.646 1.180 234º15’ -14.984 -20.814 8074340.826 803561.678 2576.712
5 6 1.398 91º08’ 292º43’ 1.178 1.039 0.903 27.489 -0.544 225º01’ -19.432 -19.443 8074336.378 803563.049 2576.698
5 6 1.398 91º08’ 291º51’ 1.112 0.961 0.803 30.888 -0.611 224º09’ -22.163 -21.515 8074333.647 803560.977 2576.709
5 6 1.398 93º37’ 325º39’ 0.618 0.547 0.476 14.143 -0.894 257º57’ -2.953 -13.831 8074352.857 803568.661 2576.840
5 6 1.398 93º07’ 300º04’ 0.991 0.902 0.818 17.249 -0.939 232º22’ -10.532 -13.660 8074345.278 803568.832 2576.439
5 6 1.398 92º51’ 348º39’ 0.742 0.664 0.598 14.364 -0.715 280º57’ 2.728 -14.102 8074358.538 803568.390 2576.902
5 6 1.398 92º51’ 344º37’ 0.871 0.809 0.749 12.170 -0.606 276º55’ 1.466 -12.081 8074357.276 803570.411 2576.866
5 6 1.398 92º49’ 274º48’ 0.882 0.822 0.761 12.071 -0.594 207º06’ -10.746 -5.499 8074345.069 803576.993 2576.865
5 6 1.398 95º09’ 25º59’ 0.866 0.834 0.801 6.448 -0.581 318º17’ 4.813 -4.291 8074360.623 803578.201 2576.865
5 6 1.398 91º55’ 119º40’ 1.172 1.151 1.132 3.996 -0.134 51º58’ 2.462 3.147 8074358.272 803585.639 2576.996
5 6 1.398 91º30’ 184º25’ 0.908 0.812 0.718 18.987 -0.497 116º43’ -8.536 16.960 8074347.274 803599.452 2576.972
5 6 1.398 91º40’ 163º04’ 0.839 0.754 0.672 16.686 -0.486 95º22’ -1.561 16.613 8074354.242 803599.105 2577.041
5 6 1.398 90º24’ 157º02’ 1.163 1.071 0.978 18.499 -0.129 89º20’ 0.215 18.498 8074356.025 803600.990 2577.081
5 6 1.398 88º45’ 169º09’ 1.727 1.579 1.438 28.886 0.630 101º27’ -5.734 28.311 8074350.076 803610.803 2577.332
5 6 1.398 90º17’ 172º37’ 1.161 0.909 0.837 32.399 -0.160 104º55’ -8.340 31.307 8074347.470 803613.799 2577.212
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 17
por: ----------------------------
- 18. PLANILLA DE TAQUIMETRIA
MATERIA: METODOS GEODESICOS GRUPO: 2
SUBGRUPO: TEODOLITOS FECHA:
Punto Adelante
Estacion
instrumento
Punto atras
Coordenadas
Altura
Azimut Parciales elevacion
Angúlos Hilos estadia DH DV Coordenadas Totales
vertic. horiz. H.S. H.M. H.I. Norte Este Norte Este
5 6 1.398 96º56’ 222º40’ 0.766 0.737 0.708 5.715 -0.695 154º58’ -5.178 2.418 8074350.632 803584.910 2576.849
5 6 1.398 91º04’ 18º40’ 0.755 0.499 0.239 51.582 -0.960 310º58’ 33.818 -38.949 8074389.628 803543.543 2576.822
5 6 1.398 90º49’ 15º50’ 0.941 0.709 0.474 46.691 -0.666 308º08’ 28.831 -36.726 8074384.641 803545.766 2576.906
5 6 1.398 91º59’ 21º09’ 0.804 0.719 0.632 17.179 -0.595 313º27’ 11.814 -12.472 8074367.624 803570.020 2576.967
5 6 1.398 91º06’ 24º08’ 1.021 0.920 0.820 20.093 -0.386 316º26’ 14.559 -13.848 8074370.369 803568.644 2576.975
5 6 1.398 93º12’ 133º24’ 0.649 0.592 0.538 11.065 -0.619 65º42’ 4.553 10.085 8074360.363 803592.577 2577.070
5 6 1.398 92º31’ 136º38’ 0.674 0.591 0.508 16.568 -0.728 68º56’ 5.955 15.461 8074361.765 803597.953 2576.962
5 6 1.398 90º17’ 159º49’ 1.269 1.109 0.952 31.699 -0.157 92º07’ -1.171 31.677 8074354.639 803614.169 2577.015
5 6 1.398 92º04’ 149º10’ 0.702 0.605 0.508 19.375 -0.699 81º28’ 2.875 19.161 8074358.685 803601.653 2576.977
5 6 1.398 88º48’ 167º51’ 2.261 2.072 1.883 37.783 0.791 100º09’ -6.658 37.192 8074349.152 803619.684 2577.000
5 6 1.398 90º21’ 174º25’ 1.279 1.091 0.902 37.699 -0.230 106º43’ -10.844 36.106 8074344.966 803618.598 2576.059
5 6 1.398 91º21’ 166º01’ 0.582 0.342 0.208 37.379 -0.881 98º19’ -5.407 36.986 8074350.403 803619.478 2577.058
6 1 - 1.44 92º54’ 0º0’ 0.463 0.333 0.202 26.033 -1.319 - - - - - 2576.958
6 1 2 1.44 92º30’ 68º13’ 0.721 0.562 0.408 31.240 -1.364 - - - - - 2576.694
6 1 BM 1.44 89º47’ 25º56’ 2.118 1.835 1.549 56.899 0.215 314º08’ 39.621 -40.838 8074385 803566 2577
Materiales: TEODOLITO Operador: GIGUERBA VILLAZON JUAN JOSE revisado Planilla: 18
por: ----------------------------