• Author / Uploaded
• Jeyson Dueñas Porras

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LEVANTAMIENTO TOPOGRAFICO EJE DE UNA CARRETERA LIBRETA DE CAMPO FECHA: CLIMA: Lluvioso Equipo: Teodolito TOPCON DT-200 VA - O - VD NM - E1 E2 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 E1 - E2 P18 P19 P20 P21 P22 P23 P24 P25 P26 P27 P28 P29 P30 P31 P32 P33 P34 P35 P36 P37 P38 P39

° 0 4 262 82 46 4 316 336 3 28 20 3 344 349 3 16 14 4 352 184 316 142 166

(') 0 4 12 29 32 10 42 32 53 27 41 55 15 15 46 44 43 1 31 4 3 35 4

('') 0 15 35 55 40 50 45 35 25 40 15 55 0 35 30 40 10 35 10 15 5 50 30

338 30 81 122 110 81 50 59 81 102 99 80 63 66 81 96 93 80

38 3 50 2 1 5 1 0 15 56 5 57 56 50 5 27 39 54

45 50 5 45 0 35 55 0 35 35 30 20 50 40 20 0 5 20

AH 0.00000 4.07083 262.20972 82.49861 46.54444 4.18056 316.71250 336.54306 3.89028 28.46111 20.68750 3.93194 344.25000 349.25972 3.77500 16.74444 14.71944 4.02639 352.51944 184.07083 316.05139 142.59722 166.07500 0.00000 338.64583 30.06389 81.83472 122.04583 110.01667 81.09306 50.03194 59.00000 81.25972 102.94306 99.09167 80.95556 63.94722 66.84444 81.08889 96.45000 93.65139 80.90556

°

(') ('')

90 95 93 91 92 94 92 91 90 90 90 90 89 88 88 88 88 88

35 5 32 57 55 31 35 0 54 23 3 36 44 37 33 33 20 9

35 20 35 25 45 10 45 15 40 25 35 25 35 15 35 35 10 10

AV 0.00000 90.59306 95.08889 93.54306 91.95694 92.92917 94.51944 92.59583 91.00417 90.91111 90.39028 90.05972 90.60694 89.74306 88.62083 88.55972 88.55972 88.33611 88.15278

91 10 55 91.18194 91 50 35 91.84306 92 6 20 92.10556 0.00000 91 25 35 91.42639 90 7 25 90.12361 90 50 50 90.84722 92 6 60 92.11667 90 48 50 90.81389 91 4 20 91.07222 91 11 55 91.19861 89 48 25 89.80694 89 59 30 89.99167 89 53 15 89.88750 89 51 20 89.85556 89 50 55 89.84861 89 50 15 89.83750 89 45 55 89.76528 89 53 0 89.88333 90 0 25 90.00694 90 2 15 90.03750 90 4 40 90.07778

HS 1.648 1.220 1.220 1.330 1.220 1.320 1.420 1.500 1.560 1.820 1.720 1.710 1.990 1.990 1.602 1.630 1.623 1.621

HM 1.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1.5 1.5 1.5 1.5

1.325 1.3 1.300 1.6 1.625 1.6 1.325 1.547 1.627 1.541 1.657 1.551 1.359 1.682 1.779 1.882 1.805 1.802 1.609 1.635 1.629 1.725 1.650 1.550

1.3 1.5 1.6 1.5 1.6 1.5 1.3 1.6 1.7 1.8 1.7 1.7 1.5 1.5 1.5 1.6 1.5 1.4

LEVANTAMIENTO TOPOGRAFICO EJE DE UNA CARRETERA P40 P41 VA - O - VD P42 P43 E3 E2 - E3 P44 P45 P46 P47 P48 P49 P50 P51 P52 P53 P54 P55 P56 P57 P58 P59 P60 P61 P62 P63 P64 P65 P66 P67 P68 P69 P70 P71 P72 P73 P74 P75 P76 E4 P77

69 70 ° 80 91 80 260 85 270 257

0 12 (') 53 44 53 53 3 32 34

104 134 177 219 202 176 154 158 176 196 194 176 161 164 176 191 188 176 166 168 176 186 184 177 169 169 176 183 182 176 170

66 51 15 14 6 55 43 14 48 3 58 48 32 14 43 19 1 55 51 7 59 42 13 0 23 33 40 32 26 58 30

25 69.00694 89 46 20 55 70.21528 89 43 40 ('') AH ° (') ('') 0 80.88333 89 39 0 50 91.74722 89 44 5 50 80.89722 88 58 25 50 260.89722 20 85.05556 96 54 15 25 270.54028 97 51 10 25 257.57361 98 8 20 55 15 0 25 40 5 55 20 40 35 55 25 25 30 5 55 25 5 45 40 20 45 45 15 55 45 50 35 5 20 20

105.11528 134.85417 177.25000 219.24028 202.11111 176.91806 154.73194 158.23889 176.81111 196.05972 194.98194 176.80694 161.54028 164.24167 176.71806 191.33194 188.02361 176.91806 166.86250 168.12778 176.98889 186.71250 184.22917 177.00417 169.39861 169.56250 176.68056 183.54306 182.43472 176.97222 170.50556 E2

95 92 92 96 97 97 96 95 94 94 93 93 93 92 93 93 92 92 92 92 92 92 92 92 92 92 92 92 92 91 92

44 19 28 44 1 36 47 40 10 12 38 39 14 48 6 14 59 45 25 23 32 42 30 24 8 4 13 19 8 48 1

10 50 50 30 50 20 55 45 10 10 15 5 0 0 50 35 0 35 25 25 5 40 55 0 5 0 45 30 0 45 15

89.77222 89.72778 AV 89.65000 89.73472 88.97361

1.661 1.685 HS 1.697 1.779 0.700

1.5 1.5 HM 1.5 1.6 0.5

96.90417 0.572 0.5 97.85278 1.820 1.8 98.13889 1.859 1.8 95.73611 92.33056 92.48056 96.74167 97.03056 97.60556 96.79861 95.67917 94.16944 94.20278 93.63750 93.65139 93.23333 92.80000 93.11389 93.24306 92.98333 92.75972 92.42361 92.39028 92.53472 92.71111 92.51528 92.40000 92.13472 92.06667 92.22917 92.32500 92.13333 91.81250 92.02083

0.765 1.840 2.530 1.558 1.080 1.074 1.075 1.020 1.600 1.602 1.628 1.622 1.622 1.652 1.649 1.650 1.675 1.673 1.679 1.700 1.700 1.704 1.725 1.724 1.730 1.752 1.750 1.753 1.779 1.775 1.779

0.7 1.8 2.5 1.5 1 1 1 0.9 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 E3

LEVANTAMIENTO TOPOGRAFICO EJE DE UNA CARRETERA E1 E4

LEVANTAMIENTO TOPOGRAFICO EJE DE UNA CARRETERA

Descripcion AI=1.202 m Eje i d d Eje i i Eje d d Eje i i Eje d d Eje i AI=1.51 i d d Eje + 64 cm i i Eje d d Eje i i Eje d d Eje i i Eje d d Eje

LEVANTAMIENTO TOPOGRAFICO EJE DE UNA CARRETERA i i Descripcion Eje d Cambio de E AI=1.5 i d d Eje i i Eje d d Eje i i Eje d d Eje i i Eje d d Eje i i Eje d d Eje i i Eje d d Eje i E3

LEVANTAMIENTO TOPOGRAFICO EJE DE UNA CARRETERA