ESTACION LADO ANGULOS INTERNOS CORRECCION ANGULOS CORREGIDOS DISTANCIA INCLINADA DISTANCIA HORIZONTAL AZIMUT X Y Cx Cy ESTE NORTE COTA

E2 E2-E3 1172'1" -1" 1172'0" 66.910 66.8895 242 58' 0" -59.5813406 -30.4018844 0.00139735 -0.00509896 -59.5799432 -30.4069833 215055.144 8769126.284 37.459

E3 E3-E4 19725'42" -2" 19725'40" 57.420 57.4188 225 32' 20" -40.9812685 -40.2175399 0.0011995 -0.004377 -40.9800690 -40.2219169 214995.563 8769095.882 38.629

E4 E4-E5 19125'56" -3" 19125'53" 51.240 51.2341 214 6' 27" -28.7293734 -42.4211449 0.0010703 -0.00390555 -28.7283031 -42.4250505 214954.5814 8769055.665 38.895

E5 E5-E6 965'26" -3" 965'23" 86.230 86.2283 298 1' 4" -76.1225046 40.5053555 0.00180134 -0.00657314 -76.1207032 40.4987824 214925.852 8769013.243 39.446

E6 E6-E7 8552'44" -1" 8552'43" 62.430 62.416 32 8' 21" 33.2038283 52.8511465 0.00130389 -0.00475793 33.2051322 52.8463886 214849.730 8769053.749 39.063

E7 E7-E8 19954'11" -1" 19954'10" 129.030 129.0184 12 14' 11" 27.3448691 126.0872825 0.00269524 -0.00983501 27.3475643 126.0774475 214882.9333 8769106.600 40.003

E8 E8-E9 11146'58" -2" 11146'56" 71.890 71.8719 80 27' 15" 70.8766678 11.9189793 0.00150143 -0.00547875 70.8781692 11.9135006 214910.2782 8769232.687 38.779

E9 E9-E1 12258'23" -3" 12258'20" 109.480 109.4591 137 28' 55" 73.9748988 -80.6783787 0.00228664 -0.00834401 73.9771854 -80.6867228 214981.1549 8769244.606 37.637

E1 E1-E2 13728'56" -1" 13728'55" 37.640 37.5926 179 59' 59" 0.0001823 -37.5925798 0.00078532 -0.00286566 0.0009676 -37.5954455 215055.130 8769163.928 36.123

=12600'17" =-17" =12600'0" =672.27 =672.1284 Ex = -0.014041 Ey = 0.051236 0.014041 -0.051236 0.0000000 0.0000000

coordenadas parciales compensacion cordenadas apsolutascoordenadas parciales compensadas

ex2 + ey2 = 0.01404092 + 0.0512362 = 0.049 =

=1

=1

672.12840.049

=1

13000

1

13000< (

1

10000) si es aceptable el trabajo de campo

= 9" =9" 9 = 27"

= 17"