Sec26A(Rev0)

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  • 8/16/2019 Sec26A(Rev0)

    1/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LACARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR :  TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Re,&e*

    U("(/* I*($ F* Are"

    Sector 1 0+000 4+600 35,295.33

    Sector 2 4+640 6+920 16,454.82

    Sector 3 6+960 14+120 56,918.83Sector 4 14+100 16+620 20,320.59

    T$)"! Me)r"#$ 12.34

  • 8/16/2019 Sec26A(Rev0)

    2/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"0+000 0.00 7.9724 -

    0+020 20.00 8.5495 165.22

    0+030 10.00 8.2496 84.00

    0+040 10.00 7.6257 79.38

    0+050 10.00 7.9931 78.09

    0+060 10.00 7.4407 77.17

    0+080 20.00 7.7359 151.77

    0+100 20.00 7.7359 154.72

    0+120 20.00 7.7636 155.00

    0+140 20.00 7.5257 152.89

    0+160 20.00 7.0121 145.38

    0+180 20.00 7.7865 147.99

    0+200 20.00 7.5117 152.98

    0+220 20.00 8.7077 162.19

    0+230 10.00 9.0312 88.69

    0+240 10.00 8.4799 87.56

    0+260 20.00 7.8363 163.16

    0+270 10.00 8.6439 82.40

    0+280 10.00 9.0379 88.41

    0+290 10.00 8.7034 88.71

    0+300 10.00 7.8774 82.90

    0+320 20.00 7.7359 156.13

    0+340 20.00 7.7359 154.720+360 20.00 7.7982 155.34

    0+380 20.00 7.7359 155.34

    0+390 10.00 7.7359 77.36

    0+400 10.00 7.7359 77.36

    0+410 10.00 7.7359 77.36

    0+420 10.00 7.7359 77.36

    0+440 20.00 8.6204 163.56

    0+450 10.00 9.9211 92.71

    0+460 10.00 9.9542 99.38

    0+470 10.00 8.6789 93.17

    0+480 10.00 8.1382 84.09

    0+490 10.00 9.7138 89.26

    0+500 10.00 10.5386 101.26

    0+510 10.00 9.4234 99.81

    0+520 10.00 8.2580 88.41

    0+540 20.00 7.7359 159.94

    0+560 20.00 7.7360 154.72

    0+580 20.00 8.1557 158.92

    0+590 10.00 9.7755 89.66

    0+600 10.00 10.5331 101.54

    0+610 10.00 9.4636 99.98

    0+620 10.00 7.9498 87.07

    0+640 20.00 3.2251 111.75

    0+650 10.00 6.0199 46.23

    0+660 10.00 5.7309 58.75

    0+670 10.00 4.6833 52.07

    0+680 10.00 5.7238 52.04

  • 8/16/2019 Sec26A(Rev0)

    3/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"0+690 10.00 8.1357 69.30

    0+700 10.00 8.1088 81.22

    0+710 10.00 8.0394 80.74

    0+720 10.00 7.9278 79.84

    0+740 20.00 7.7353 156.63

    0+760 20.00 7.7359 154.71

    0+780 20.00 7.7533 154.89

    0+800 20.00 8.1697 159.23

    0+820 20.00 8.2337 164.03

    0+840 20.00 8.0868 163.21

    0+850 10.00 8.6783 83.83

    0+860 10.00 9.0069 88.43

    0+870 10.00 8.7343 88.71

    0+880 10.00 8.1581 84.46

    0+900 20.00 8.1164 162.75

    0+920 20.00 7.9540 160.70

    0+930 10.00 8.5466 82.50

    0+940 10.00 8.7368 86.42

    0+950 10.00 8.5014 86.19

    0+960 10.00 7.8963 81.99

    0+980 20.00 7.7358 156.32

    1+000 20.00 6.3729 141.09

    1+020 20.00 4.3556 107.291+040 20.00 6.5978 109.53

    1+050 10.00 7.2014 69.00

    1+060 10.00 10.9766 90.89

    1+070 10.00 10.0492 105.13

    1+080 10.00 8.1408 90.95

    1+090 10.00 8.3074 82.24

    1+100 10.00 8.3151 83.11

    1+110 10.00 9.3329 88.24

    1+120 10.00 8.4160 88.74

    1+140 20.00 8.2068 166.23

    1+150 10.00 9.2741 87.40

    1+160 10.00 9.5595 94.17

    1+170 10.00 4.0424 68.01

    1+180 10.00 7.8387 59.41

    1+190 10.00 7.9980 79.18

    1+200 10.00 9.0475 85.23

    1+210 10.00 6.4561 77.52

    1+220 10.00 6.1649 63.11

    1+230 10.00 8.3804 72.73

    1+240 10.00 7.7347 80.58

    1+260 20.00 8.3799 161.15

    1+270 10.00 8.8647 86.22

    1+280 10.00 9.0381 89.51

    1+290 10.00 8.8983 89.68

    1+300 10.00 8.4467 86.73

    1+320 20.00 6.9183 153.65

    1+340 20.00 8.0231 149.41

  • 8/16/2019 Sec26A(Rev0)

    4/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"1+360 20.00 7.7351 157.58

    1+380 20.00 8.2164 159.52

    1+390 10.00 8.5654 83.91

    1+400 10.00 5.4662 70.16

    1+410 10.00 4.3787 49.22

    1+420 10.00 8.7969 65.88

    1+430 10.00 8.5088 86.53

    1+440 10.00 8.5354 85.22

    1+450 10.00 8.5290 85.32

    1+460 10.00 8.4898 85.09

    1+470 10.00 8.4181 84.54

    1+480 10.00 8.3143 83.66

    1+490 10.00 8.1789 82.47

    1+500 10.00 8.0129 80.96

    1+510 10.00 8.2617 81.37

    1+520 10.00 5.4547 68.58

    1+540 20.00 7.7359 131.91

    1+560 20.00 7.7359 154.72

    1+580 20.00 7.7359 154.72

    1+600 20.00 7.7359 154.72

    1+620 20.00 8.1058 158.42

    1+640 20.00 7.7353 158.41

    1+660 20.00 7.8092 155.451+670 10.00 7.9215 78.65

    1+680 10.00 8.0613 79.91

    1+690 10.00 8.1572 81.09

    1+700 10.00 8.2328 81.95

    1+710 10.00 8.2879 82.60

    1+720 10.00 8.6458 84.67

    1+730 10.00 8.3678 85.07

    1+740 10.00 8.7639 85.66

    1+750 10.00 8.7300 87.47

    1+760 10.00 8.2524 84.91

    1+770 10.00 8.1833 82.18

    1+780 10.00 8.0937 81.39

    1+790 10.00 7.9838 80.39

    1+800 10.00 7.8540 79.19

    1+820 20.00 7.7345 155.89

    1+840 20.00 8.5979 163.32

    1+850 10.00 10.1112 93.55

    1+860 10.00 8.5548 93.33

    1+870 10.00 5.0251 67.90

    1+880 10.00 8.1121 65.69

    1+900 20.00 7.7359 158.48

    1+920 20.00 7.7359 154.72

    1+940 20.00 7.7359 154.72

    1+960 20.00 7.7353 154.71

    1+980 20.00 8.5177 162.53

    1+990 10.00 9.0770 87.97

    2+000 10.00 9.0548 90.66

  • 8/16/2019 Sec26A(Rev0)

    5/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"2+010 10.00 8.4504 87.53

    2+020 10.00 7.7414 80.96

    2+040 20.00 7.7358 154.77

    2+060 20.00 7.7359 154.72

    2+080 20.00 7.7359 154.72

    2+090 10.00 8.1600 79.48

    2+100 10.00 8.5489 83.54

    2+110 10.00 8.5330 85.41

    2+120 10.00 8.6916 86.12

    2+130 10.00 8.7331 87.12

    2+140 10.00 8.6571 86.95

    2+150 10.00 8.4673 85.62

    2+160 10.00 8.1590 83.13

    2+180 20.00 7.7349 158.94

    2+200 20.00 7.4276 151.63

    2+220 20.00 7.7348 151.62

    2+240 20.00 8.1702 159.05

    2+250 10.00 8.4929 83.32

    2+260 10.00 8.6820 85.87

    2+270 10.00 8.7332 87.08

    2+280 10.00 8.6493 86.91

    2+290 10.00 8.4248 85.37

    2+300 10.00 8.0642 82.452+320 20.00 7.7345 157.99

    2+340 20.00 8.0718 158.06

    2+350 10.00 9.8131 89.42

    2+360 10.00 11.1008 104.57

    2+370 10.00 8.8790 99.90

    2+380 10.00 8.4879 86.83

    2+400 20.00 7.9403 164.28

    2+410 10.00 8.5306 82.35

    2+420 10.00 8.7345 86.33

    2+430 10.00 8.5372 86.36

    2+440 10.00 7.9455 82.41

    2+460 20.00 7.7356 156.81

    2+480 20.00 7.7337 154.69

    2+500 20.00 7.7359 154.70

    2+520 20.00 7.7337 154.70

    2+540 20.00 8.8783 166.12

    2+550 10.00 10.0382 94.58

    2+560 10.00 9.7530 98.96

    2+570 10.00 8.4172 90.85

    2+580 10.00 7.8180 81.18

    2+590 10.00 8.3862 81.02

    2+600 10.00 8.9303 86.58

    2+610 10.00 8.6163 87.73

    2+620 10.00 7.9171 82.67

    2+640 20.00 8.0523 159.69

    2+660 20.00 8.1054 161.58

    2+670 10.00 8.7096 84.08

  • 8/16/2019 Sec26A(Rev0)

    6/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"2+680 10.00 8.9365 88.23

    2+690 10.00 8.7774 88.57

    2+700 10.00 8.2314 85.04

    2+720 20.00 7.7345 159.66

    2+740 20.00 7.9686 157.03

    2+750 10.00 8.5384 82.54

    2+760 10.00 8.7598 86.49

    2+770 10.00 8.4949 86.27

    2+780 10.00 8.3339 84.14

    2+800 20.00 7.7346 160.69

    2+820 20.00 7.6923 154.27

    2+830 10.00 8.1042 78.98

    2+840 10.00 2.0321 50.68

    2+850 10.00 8.3427 51.87

    2+860 10.00 8.0527 81.98

    2+880 20.00 5.7511 138.04

    2+900 20.00 3.8503 96.01

    2+920 20.00 5.1923 90.43

    2+930 10.00 0.0000 25.96

    2+940 10.00 6.2422 31.21

    2+950 10.00 7.0847 66.63

    2+960 10.00 1.9967 45.41

    2+970 10.00 0.0000 9.982+980 10.00 0.0000 -

    3+000 20.00 0.0000 -

    3+020 20.00 0.0000 -

    3+040 20.00 0.7530 7.53

    3+060 20.00 5.1963 59.49

    3+070 10.00 4.1639 46.80

    3+080 10.00 0.0000 20.82

    3+090 10.00 0.0000 -

    3+100 10.00 2.2798 11.40

    3+110 10.00 7.9530 51.16

    3+120 10.00 9.8197 88.86

    3+130 10.00 7.3975 86.09

    3+140 10.00 5.1198 62.59

    3+160 20.00 7.7735 128.93

    3+170 10.00 8.5438 81.59

    3+180 10.00 8.8918 87.18

    3+190 10.00 8.5721 87.32

    3+200 10.00 8.1588 83.65

    3+220 20.00 8.0218 161.81

    3+240 20.00 8.1008 161.23

    3+250 10.00 8.2935 81.97

    3+260 10.00 8.4277 83.61

    3+270 10.00 8.5041 84.66

    3+280 10.00 8.5224 85.13

    3+290 10.00 8.4827 85.03

    3+300 10.00 8.0976 82.90

    3+310 10.00 8.2294 81.64

  • 8/16/2019 Sec26A(Rev0)

    7/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"3+320 10.00 8.0357 81.33

    3+340 20.00 8.4250 164.61

    3+350 10.00 8.8911 86.58

    3+360 10.00 8.7539 88.23

    3+380 20.00 8.1553 169.09

    3+400 20.00 8.2360 163.91

    3+420 20.00 8.1263 163.62

    3+440 20.00 7.7336 158.60

    3+460 20.00 7.7359 154.70

    3+480 20.00 7.7358 154.72

    3+500 20.00 7.7353 154.71

    3+520 20.00 8.0665 158.02

    3+530 10.00 8.2316 81.49

    3+540 10.00 8.1582 81.95

    3+560 20.00 7.4015 155.60

    3+580 20.00 8.7055 161.07

    3+590 10.00 9.5812 91.43

    3+600 10.00 9.3137 94.47

    3+610 10.00 8.2546 87.84

    3+620 10.00 7.7345 79.95

    3+630 10.00 8.1879 79.61

    3+640 10.00 9.1085 86.48

    3+650 10.00 9.4242 92.663+660 10.00 9.4261 94.25

    3+670 10.00 8.4830 89.55

    3+680 10.00 8.0220 82.53

    3+700 20.00 8.0950 161.17

    3+710 10.00 9.6746 88.85

    3+720 10.00 10.5411 101.08

    3+730 10.00 9.5640 100.53

    3+740 10.00 8.0234 87.94

    3+750 10.00 8.1995 81.11

    3+760 10.00 3.7286 59.64

    3+770 10.00 3.1811 34.55

    3+780 10.00 6.1133 46.47

    3+790 10.00 7.5525 68.33

    3+800 10.00 7.7345 76.44

    3+810 10.00 7.9481 78.41

    3+820 10.00 6.1886 70.68

    3+830 10.00 9.5978 78.93

    3+840 10.00 9.7426 96.70

    3+850 10.00 8.8994 93.21

    3+860 10.00 8.0780 84.89

    3+870 10.00 8.8106 84.44

    3+880 10.00 10.0964 94.54

    3+890 10.00 4.5884 73.42

    3+900 10.00 8.9456 67.67

    3+920 20.00 8.1882 171.34

    3+930 10.00 8.6459 84.17

    3+940 10.00 8.8923 87.69

  • 8/16/2019 Sec26A(Rev0)

    8/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"3+950 10.00 8.9251 89.09

    3+960 10.00 8.7439 88.35

    3+970 10.00 8.3505 85.47

    3+980 10.00 7.7864 80.68

    4+000 20.00 8.2949 160.81

    4+020 20.00 8.6810 169.76

    4+030 10.00 8.7196 87.00

    4+040 10.00 8.4802 86.00

    4+060 20.00 8.0468 165.27

    4+080 20.00 8.7069 167.54

    4+090 10.00 8.5462 86.27

    4+100 10.00 7.5111 80.29

    4+120 20.00 7.7336 152.45

    4+140 20.00 7.9366 156.70

    4+150 10.00 9.7774 88.57

    4+160 10.00 10.5318 101.55

    4+170 10.00 10.1289 103.30

    4+180 10.00 8.1900 91.59

    4+200 20.00 7.7345 159.25

    4+220 20.00 8.1920 159.27

    4+230 10.00 8.6844 84.38

    4+240 10.00 8.7295 87.07

    4+250 10.00 8.9093 88.194+260 10.00 8.9247 89.17

    4+270 10.00 8.7755 88.50

    4+280 10.00 8.4694 86.22

    4+290 10.00 8.0095 82.39

    4+300 10.00 7.7349 78.72

    4+320 20.00 4.3128 120.48

    4+330 10.00 4.2797 42.96

    4+340 10.00 4.5661 44.23

    4+350 10.00 7.0976 58.32

    4+360 10.00 5.3573 62.27

    4+380 20.00 1.0272 63.85

    4+390 10.00 5.7808 34.04

    4+400 10.00 0.9382 33.60

    4+410 10.00 0.0000 4.69

    4+420 10.00 0.0000 -

    4+440 20.00 8.0219 80.22

    4+450 10.00 8.8057 84.14

    4+460 10.00 10.3555 95.81

    4+470 10.00 10.2567 103.06

    4+480 10.00 8.6155 94.36

    4+500 20.00 7.7359 163.51

    4+520 20.00 7.7405 154.76

    4+540 20.00 8.5568 162.97

    4+550 10.00 8.8684 87.13

    4+560 10.00 8.3742 86.21

    4+580 20.00 8.0229 163.97

    4+600 20.00 8.0232 160.46

  • 8/16/2019 Sec26A(Rev0)

    9/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"T$)"! 7323.77

  • 8/16/2019 Sec26A(Rev0)

    10/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"4+640 7.7359

    4+660 20.00 8.1662 159.02

    4+680 20.00 8.0232 161.89

    4+700 20.00 8.0225 160.46

    4+720 20.00 8.1053 161.28

    4+730 10.00 8.3265 82.16

    4+740 10.00 7.7471 80.37

    4+760 20.00 8.0218 157.69

    4+780 20.00 8.0284 160.50

    4+790 10.00 8.4973 82.63

    4+800 10.00 8.6332 85.65

    4+810 10.00 8.3832 85.08

    4+820 10.00 7.8518 81.18

    4+840 20.00 6.8692 147.21

    4+860 20.00 8.8504 157.20

    4+870 10.00 9.668 92.59

    4+880 10.00 9.9677 98.18

    4+890 10.00 8.5021 92.35

    4+900 10.00 7.7452 81.24

    4+920 20.00 7.7358 154.81

    4+940 20.00 8.1598 158.96

    4+950 10.00 8.753 84.56

    4+960 10.00 9.7238 92.384+970 10.00 10.3517 100.38

    4+980 10.00 9.2645 98.08

    5+000 20.00 7.7345 169.99

    5+020 20.00 8.6272 163.62

    5+030 10.00 8.9951 88.11

    5+040 10.00 1.9716 54.83

    5+050 10.00 8.031 50.01

    5+060 10.00 7.925 79.78

    5+080 20.00 8.0231 159.48

    5+090 10.00 8.0958 80.59

    5+100 10.00 9.2423 86.69

    5+110 10.00 10.7311 99.87

    5+120 10.00 10.5675 106.49

    5+130 10.00 8.826 96.97

    5+140 10.00 7.7353 82.81

    5+160 20.00 8.3012 160.37

    5+170 10.00 9.46 88.81

    5+180 10.00 9.079 92.70

    5+190 10.00 8.9598 90.19

    5+200 10.00 8.2258 85.93

    5+220 20.00 7.7547 159.81

    5+240 20.00 7.7359 154.91

    5+260 20.00 8.0232 157.59

    5+280 20.00 7.7359 157.59

    5+300 20.00 7.7337 154.70

    5+320 20.00 7.736 154.70

    5+340 20.00 8.0975 158.34

  • 8/16/2019 Sec26A(Rev0)

    11/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"5+350 10.00 0 40.49

    5+360 10.00 0 -

    5+370 10.00 0 -

    5+380 10.00 0 -

    5+400 20.00 8.1443 81.44

    5+410 10.00 7.7984 79.71

    5+420 10.00 7.5656 76.82

    5+430 10.00 8.2898 79.28

    5+440 10.00 8.4377 83.64

    5+450 10.00 8.9051 86.71

    5+460 10.00 8.8108 88.58

    5+470 10.00 8.3676 85.89

    5+480 10.00 8.3649 83.66

    5+490 10.00 8.1812 82.73

    5+500 10.00 7.9326 80.57

    5+520 20.00 1.3976 93.30

    5+540 20.00 0 13.98

    5+560 20.00 1.9663 19.66

    5+580 20.00 7.7359 97.02

    5+600 20.00 8.0232 157.59

    5+620 20.00 8.0232 160.46

    5+640 20.00 8.0225 160.46

    5+660 20.00 8.6469 166.695+670 10.00 9.0375 88.42

    5+680 10.00 9.0125 90.25

    5+700 20.00 8.0221 170.35

    5+720 20.00 7.7336 157.56

    5+730 10.00 7.8346 77.84

    5+740 10.00 8.1831 80.09

    5+750 10.00 8.4461 83.15

    5+760 10.00 8.6301 85.38

    5+770 10.00 8.7237 86.77

    5+780 10.00 7.9165 83.20

    5+790 10.00 2.1977 50.57

    5+800 10.00 2.188 21.93

    5+810 10.00 3.0811 26.35

    5+820 10.00 2.3207 27.01

    5+840 20.00 0 23.21

    5+850 10.00 0 -

    5+860 10.00 0 -

    5+870 10.00 0 -

    5+880 10.00 0 -

    5+890 10.00 0 -

    5+900 10.00 0 -

    5+910 10.00 0 -

    5+920 10.00 1.841 9.21

    5+930 10.00 6.8125 43.27

    5+940 10.00 7.1416 69.77

    5+950 10.00 9.7018 84.22

    5+960 10.00 8.2796 89.91

  • 8/16/2019 Sec26A(Rev0)

    12/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"5+980 20.00 7.7338 160.13

    6+000 20.00 8.0231 157.57

    6+020 20.00 8.1516 161.75

    6+030 10.00 8.6926 84.22

    6+040 10.00 8.9234 88.08

    6+050 10.00 8.4625 86.93

    6+060 10.00 8.1785 83.21

    6+080 20.00 7.7338 159.12

    6+100 20.00 7.736 154.70

    6+120 20.00 7.7353 154.71

    6+140 20.00 8.0156 157.51

    6+150 10.00 8.2115 81.14

    6+160 10.00 8.3469 82.79

    6+170 10.00 8.4212 83.84

    6+180 10.00 8.4342 84.28

    6+190 10.00 1.4509 49.43

    6+200 10.00 1.3899 14.20

    6+210 10.00 0.4462 9.18

    6+220 10.00 8.287 43.67

    6+240 20.00 7.733 160.20

    6+260 20.00 7.7338 154.67

    6+280 20.00 7.7359 154.70

    6+300 20.00 7.736 154.726+320 20.00 7.7366 154.73

    6+340 20.00 8.1745 159.11

    6+350 10.00 8.1428 81.59

    6+360 10.00 8.1406 81.42

    6+380 20.00 7.7345 158.75

    6+400 20.00 8.7378 164.72

    6+410 10.00 8.432 85.85

    6+420 10.00 8.7219 85.77

    6+430 10.00 8.6461 86.84

    6+440 10.00 5.5984 71.22

    6+460 20.00 8.2804 138.79

    6+480 20.00 8.0182 162.99

    6+500 20.00 7.3652 153.83

    6+510 10.00 7.9974 76.81

    6+520 10.00 8.2363 81.17

    6+530 10.00 8.2152 82.26

    6+540 10.00 7.3165 77.66

    6+560 20.00 7.7345 150.51

    6+580 20.00 7.5528 152.87

    6+590 10.00 7.8027 76.78

    6+600 10.00 8.1311 79.67

    6+610 10.00 7.9911 80.61

    6+620 10.00 5.9421 69.67

    6+630 10.00 7.1198 65.31

    6+640 10.00 6.453 67.86

    6+650 10.00 7.1198 67.86

    6+660 10.00 4.9355 60.28

  • 8/16/2019 Sec26A(Rev0)

    13/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"6+680 20.00 7.7336 126.69

    6+700 20.00 8.0225 157.56

    6+720 20.00 8.8414 168.64

    6+730 10.00 9.0196 89.31

    6+740 10.00 8.6948 88.57

    6+760 20.00 8.025 167.20

    6+780 20.00 8.0823 161.07

    6+790 10.00 8.7521 84.17

    6+800 10.00 9.6395 91.96

    6+810 10.00 9.8994 97.69

    6+820 10.00 8.8994 93.99

    6+830 10.00 7.8699 83.85

    6+840 10.00 8.216 80.43

    6+850 10.00 8.5222 83.69

    6+860 10.00 9.0068 87.65

    6+870 10.00 8.2805 86.44

    6+880 10.00 7.9325 81.07

    6+900 20.00 7.7358 156.68

    6+920 20.00 7.7336 154.69

    T$)"! 16838.2

  • 8/16/2019 Sec26A(Rev0)

    14/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"6+960 - 8.0232 -

    6+980 20.00 8.7258 167.49

    6+990 10.00 10.3148 95.20

    7+000 10.00 10.4285 103.72

    7+010 10.00 8.167 92.98

    7+020 10.00 8.065 81.16

    7+030 10.00 7.0124 75.39

    7+040 10.00 7.3615 71.87

    7+050 10.00 9.6291 84.95

    7+060 10.00 7.3761 85.03

    7+080 20.00 1.3432 87.19

    7+090 10.00 1.849 15.96

    7+100 10.00 8.6472 52.48

    7+110 10.00 8.726 86.87

    7+120 10.00 8.3574 85.42

    7+140 20.00 7.733 160.90

    7+160 20.00 8.0231 157.56

    7+180 20.00 8.0231 160.46

    7+200 20.00 7.736 157.59

    7+220 20.00 7.7358 154.72

    7+240 20.00 7.7321 154.68

    7+260 20.00 7.7358 154.68

    7+280 20.00 8.5279 162.64

    7+290 10.00 10.1823 93.55

    7+300 10.00 10.1807 101.82

    7+310 10.00 9.4279 98.04

    7+320 10.00 7.9035 86.66

    7+340 20.00 7.6105 155.14

    7+360 20.00 7.733 153.44

    7+380 20.00 8.2043 159.37

    7+390 10.00 8.6226 84.13

    7+400 10.00 8.8676 87.45

    7+410 10.00 8.9369 89.02

    7+420 10.00 8.7866 88.62

    7+430 10.00 8.4903 86.38

    7+440 10.00 8.0934 82.92

    7+460 20.00 7.756 158.497+480 20.00 8.7113 164.67

    7+490 10.00 8.5695 86.40

    7+500 10.00 7.9316 82.51

    7+520 20.00 8.3628 162.94

    7+530 10.00 8.7356 85.49

    7+540 10.00 8.281 85.08

    7+560 20.00 7.7345 160.16

    7+580 20.00 4.6298 123.64

    7+590 10.00 5.2374 49.34

    7+600 10.00 5.5772 54.07

    7+610 10.00 3.6164 45.97

    7+620 10.00 5.2227 44.207+640 20.00 8.3159 135.39

    7+650 10.00 8.6363 84.76

    7+660 10.00 6.3458 74.91

  • 8/16/2019 Sec26A(Rev0)

    15/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"7+680 20.00 6.5373 128.83

    7+700 20.00 7.7359 142.73

    7+720 20.00 7.7337 154.70

    7+740 20.00 7.7339 154.68

    7+760 20.00 7.7351 154.69

    7+780 20.00 8.499 162.34

    7+790 10.00 8.9929 87.46

    7+800 10.00 9.1375 90.65

    7+810 10.00 8.9312 90.34

    7+820 10.00 8.376 86.54

    7+840 20.00 2.6056 109.82

    7+860 20.00 4.1274 67.33

    7+880 20.00 8.2201 123.48

    7+890 10.00 8.2318 82.26

    7+900 10.00 8.114 81.73

    7+920 20.00 8.0561 161.70

    7+930 10.00 9.377 87.17

    7+940 10.00 10.4164 98.97

    7+950 10.00 10.2756 103.46

    7+960 10.00 8.7656 95.21

    7+980 20.00 7.7503 165.16

    8+000 20.00 8.194 159.44

    8+010 10.00 8.2004 81.97

    8+020 10.00 7.9308 80.66

    8+040 20.00 4.5494 124.80

    8+060 20.00 5.1272 96.77

    8+070 10.00 5.1603 51.44

    8+080 10.00 4.54 48.50

    8+100 20.00 7.7346 122.75

    8+120 20.00 8.2109 159.46

    8+130 10.00 8.6729 84.42

    8+140 10.00 8.6825 86.78

    8+150 10.00 8.2398 84.61

    8+160 10.00 7.8555 80.48

    8+180 20.00 8.3889 162.44

    8+190 10.00 8.7887 85.89

    8+200 10.00 9.0219 89.058+210 10.00 8.7493 88.86

    8+220 10.00 8.0587 84.04

    8+240 20.00 8.5528 166.12

    8+250 10.00 9.3232 89.38

    8+260 10.00 9.0272 91.75

    8+280 20.00 7.733 167.60

    8+300 20.00 7.7359 154.69

    8+320 20.00 7.7359 154.72

    8+340 20.00 7.7359 154.72

    8+360 20.00 7.7359 154.72

    8+380 20.00 8.0792 158.15

    8+400 20.00 8.0967 161.768+410 10.00 8.2339 81.65

    8+420 10.00 8.0976 81.66

    8+440 20.00 8.0207 161.18

  • 8/16/2019 Sec26A(Rev0)

    16/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"8+460 20.00 8.0225 160.43

    8+480 20.00 7.7584 157.81

    8+490 10.00 7.8999 78.29

    8+500 10.00 8.0153 79.58

    8+510 10.00 8.1044 80.60

    8+520 10.00 2.7344 54.19

    8+530 10.00 4.5212 36.28

    8+540 10.00 4.6477 45.84

    8+550 10.00 8.5909 66.19

    8+560 10.00 8.5943 85.93

    8+570 10.00 8.3813 84.88

    8+580 10.00 8.0665 82.24

    8+590 10.00 7.9637 80.15

    8+600 10.00 7.837 79.00

    8+620 20.00 7.7346 155.72

    8+630 10.00 8.1124 79.24

    8+640 10.00 9.7887 89.51

    8+650 10.00 10.424 101.06

    8+660 10.00 9.2919 98.58

    8+670 10.00 9.9573 96.25

    8+680 10.00 7.8287 88.93

    8+690 10.00 8.5051 81.67

    8+700 10.00 9.0379 87.72

    8+710 10.00 8.8657 89.52

    8+720 10.00 8.1418 85.04

    8+740 20.00 7.7335 158.75

    8+760 20.00 7.7359 154.69

    8+780 20.00 8.2923 160.28

    8+790 10.00 9.0429 86.68

    8+800 10.00 8.9247 89.84

    8+810 10.00 8.4744 87.00

    8+820 10.00 8.146 83.10

    8+840 20.00 7.7359 158.82

    8+860 20.00 7.7359 154.72

    8+880 20.00 7.7359 154.72

    8+900 20.00 7.736 154.72

    8+920 20.00 7.736 154.728+940 20.00 7.736 154.72

    8+950 10.00 8.2082 79.72

    8+960 10.00 8.8187 85.13

    8+970 10.00 5.4611 71.40

    8+980 10.00 7.5212 64.91

    8+990 10.00 8.8606 81.91

    9+000 10.00 7.7424 83.02

    9+020 20.00 7.7847 155.27

    9+030 10.00 8.3574 80.71

    9+040 10.00 8.728 85.43

    9+050 10.00 8.8765 88.02

    9+060 10.00 7.8943 83.859+080 20.00 7.7337 156.28

    9+100 20.00 7.7359 154.70

    9+120 20.00 7.7368 154.73

  • 8/16/2019 Sec26A(Rev0)

    17/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"9+140 20.00 8.1758 159.13

    9+150 10.00 8.2277 82.02

    9+160 10.00 8.0497 81.39

    9+180 20.00 7.7346 157.84

    9+200 20.00 7.7338 154.68

    9+220 20.00 7.0906 148.24

    9+260 40.00 7.7359 296.53

    9+280 20.00 7.7359 154.72

    9+300 20.00 7.7359 154.72

    9+320 20.00 8.0232 157.59

    9+340 20.00 8.0232 160.46

    9+360 20.00 7.7359 157.59

    9+380 20.00 7.2731 150.09

    9+390 10.00 8.5265 79.00

    9+400 10.00 9.0383 87.82

    9+410 10.00 8.7777 89.08

    9+420 10.00 8.138 84.58

    9+440 20.00 8.779 169.17

    9+450 10.00 9.0228 89.01

    9+460 10.00 8.7259 88.74

    9+480 20.00 7.7376 164.64

    9+500 20.00 7.8272 155.65

    9+510 10.00 8.4197 81.23

    9+520 10.00 8.7375 85.79

    9+530 10.00 8.3977 85.68

    9+540 10.00 7.8144 81.06

    9+560 20.00 8.5782 163.93

    9+570 10.00 8.0539 83.16

    9+580 10.00 9.4279 87.41

    9+600 20.00 7.7347 171.63

    9+620 20.00 8.1653 159.00

    9+630 10.00 8.6907 84.28

    9+640 10.00 8.6338 86.62

    9+660 20.00 7.7352 163.69

    9+680 20.00 7.7346 154.70

    9+700 20.00 7.8986 156.33

    9+710 10.00 8.1949 80.479+720 10.00 8.1984 81.97

    9+730 10.00 8.2989 82.49

    9+740 10.00 8.107 82.03

    9+760 20.00 7.7346 158.42

    9+780 20.00 7.7787 155.13

    9+790 10.00 8.2652 80.22

    9+800 10.00 8.6134 84.39

    9+810 10.00 8.5345 85.74

    9+820 10.00 7.9975 82.66

    9+840 20.00 8.033 160.31

    9+860 20.00 6.5914 146.24

    9+880 20.00 7.4283 140.209+900 20.00 8.1509 155.79

    9+910 10.00 8.1605 81.56

    9+920 10.00 7.7359 79.48

  • 8/16/2019 Sec26A(Rev0)

    18/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"9+930 10.00 7.7359 77.36

    9+940 10.00 7.4866 76.11

    9+960 20.00 7.7359 152.23

    9+980 20.00 7.6535 153.89

    10+000 20.00 8.0229 156.76

    10+010 10.00 7.8395 79.31

    10+020 10.00 8.6258 82.33

    10+030 10.00 9.2068 89.16

    10+040 10.00 9.0534 91.30

    10+050 10.00 8.2635 86.58

    10+060 10.00 8.3096 82.87

    10+080 20.00 8.1782 164.88

    10+090 10.00 8.1633 81.71

    10+100 10.00 9.1336 86.48

    10+110 10.00 2.1585 56.46

    10+120 10.00 8.5567 53.58

    10+130 10.00 7.9572 82.57

    10+140 10.00 8.0225 79.90

    10+160 20.00 8.0232 160.46

    10+180 20.00 8.0232 160.46

    10+200 20.00 8.2241 162.47

    10+210 10.00 8.3019 82.63

    10+220 10.00 8.0963 81.99

    10+230 10.00 8.2154 81.56

    10+240 10.00 8.2268 82.21

    10+250 10.00 8.1394 81.83

    10+260 10.00 7.9465 80.43

    10+280 20.00 7.7353 156.82

    10+300 20.00 7.7359 154.71

    10+320 20.00 7.7359 154.72

    10+340 20.00 7.7337 154.70

    10+360 20.00 8.0667 158.00

    10+370 10.00 8.5644 83.16

    10+380 10.00 8.5353 85.50

    10+400 20.00 7.812 163.47

    10+410 10.00 8.5947 82.03

    10+420 10.00 8.6702 86.3210+430 10.00 8.0423 83.56

    10+440 10.00 8.4673 82.55

    10+460 20.00 6.1345 146.02

    10+470 10.00 5.0168 55.76

    10+480 10.00 8.3078 66.62

    10+490 10.00 8.4028 83.55

    10+500 10.00 8.4342 84.19

    10+510 10.00 8.355 83.95

    10+520 10.00 8.2788 83.17

    10+530 10.00 7.864 80.71

    10+540 10.00 7.7349 77.99

    10+560 20.00 7.8457 155.8110+570 10.00 8.1151 79.80

    10+580 10.00 8.2301 81.73

    10+590 10.00 8.0226 81.26

  • 8/16/2019 Sec26A(Rev0)

    19/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"10+600 10.00 7.7957 79.09

    10+620 20.00 4.3376 121.33

    10+640 20.00 5.0375 93.75

    10+660 20.00 7.3921 124.30

    10+680 20.00 7.7359 151.28

    10+700 20.00 7.7359 154.72

    10+710 10.00 7.7359 77.36

    10+720 10.00 7.7359 77.36

    10+730 10.00 7.7359 77.36

    10+740 10.00 7.7359 77.36

    10+760 20.00 8.0231 157.59

    10+780 20.00 7.1486 151.72

    10+800 20.00 7.7794 149.28

    10+820 20.00 8.1993 159.79

    10+830 10.00 8.1959 81.98

    10+840 10.00 7.9486 80.72

    10+860 20.00 8.2185 161.67

    10+870 10.00 6.9132 75.66

    10+880 10.00 9.3953 81.54

    10+890 10.00 8.7515 90.73

    10+900 10.00 7.8347 82.93

    10+920 20.00 8.9951 168.30

    10+930 10.00 9.2099 91.03

    10+940 10.00 8.6883 89.49

    10+960 20.00 4.6068 132.95

    10+980 20.00 7.7359 123.43

    11+000 20.00 7.7359 154.72

    11+020 20.00 7.7359 154.72

    11+040 20.00 7.7362 154.72

    11+050 10.00 8.3988 80.68

    11+060 10.00 9.4252 89.12

    11+070 10.00 9.5495 94.87

    11+080 10.00 8.638 90.94

    11+090 10.00 7.776 82.07

    11+100 10.00 7.7346 77.55

    11+110 10.00 8.257 79.96

    11+120 10.00 9.2317 87.4411+130 10.00 9.6004 94.16

    11+140 10.00 8.8101 92.05

    11+150 10.00 7.8416 83.26

    11+160 10.00 7.7359 77.89

    11+180 20.00 7.7359 154.72

    11+200 20.00 7.7359 154.72

    11+220 20.00 7.7359 154.72

    11+230 10.00 7.7359 77.36

    11+240 10.00 7.7359 77.36

    11+250 10.00 7.7359 77.36

    11+260 10.00 7.7359 77.36

    11+270 10.00 7.7359 77.3611+280 10.00 7.7359 77.36

    11+290 10.00 7.7359 77.36

    11+300 10.00 7.7359 77.36

  • 8/16/2019 Sec26A(Rev0)

    20/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"11+310 10.00 7.7337 77.35

    11+320 10.00 7.7359 77.35

    11+330 10.00 7.7359 77.36

    11+340 10.00 7.7357 77.36

    11+350 10.00 8.1036 79.20

    11+360 10.00 7.7337 79.19

    11+370 10.00 7.7359 77.35

    11+380 10.00 7.7359 77.36

    11+390 10.00 7.7359 77.36

    11+400 10.00 8.0473 78.92

    11+420 20.00 8.0587 161.06

    11+440 20.00 7.7355 157.94

    11+460 20.00 8.0515 157.87

    11+470 10.00 8.7444 83.98

    11+480 10.00 9.0297 88.87

    11+490 10.00 8.9104 89.70

    11+500 10.00 7.1525 80.31

    11+520 20.00 6.7107 138.63

    11+530 10.00 6.8959 68.03

    11+540 10.00 5.4005 61.48

    11+550 10.00 8.6744 70.37

    11+560 10.00 7.069 78.72

    11+570 10.00 5.2007 61.35

    11+580 10.00 1.7591 34.80

    11+590 10.00 4.704 32.32

    11+600 10.00 0 23.52

    11+610 10.00 0 -

    11+620 10.00 2.6582 13.29

    11+630 10.00 5.8039 42.31

    11+640 10.00 7.7345 67.69

    11+650 10.00 8.0391 78.87

    11+660 10.00 9.1042 85.72

    11+670 10.00 9.638 93.71

    11+680 10.00 9.2751 94.57

    11+690 10.00 8.24 87.58

    11+700 10.00 8.0231 81.32

    11+720 20.00 7.7358 157.5911+740 20.00 8.0231 157.59

    11+760 20.00 8.0231 160.46

    11+780 20.00 8.1617 161.85

    11+790 10.00 8.7354 84.49

    11+800 10.00 8.7301 87.33

    11+820 20.00 8.0798 168.10

    11+840 20.00 8.2789 163.59

    11+850 10.00 8.5506 84.15

    11+860 10.00 8.7376 86.44

    11+870 10.00 8.5568 86.47

    11+880 10.00 7.9972 82.77

    11+900 20.00 8.0229 160.2011+920 20.00 7.7338 157.57

    11+940 20.00 7.736 154.70

    11+960 20.00 7.4613 151.97

  • 8/16/2019 Sec26A(Rev0)

    21/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"11+980 20.00 7.736 151.97

    12+000 20.00 7.736 154.72

    12+020 20.00 7.7729 155.09

    12+030 10.00 8.3722 80.73

    12+040 10.00 8.7907 85.81

    12+050 10.00 8.9345 88.63

    12+060 10.00 8.8124 88.73

    12+070 10.00 8.4154 86.14

    12+080 10.00 7.801 81.08

    12+100 20.00 8.1626 159.64

    12+110 10.00 4.4433 63.03

    12+120 10.00 4.7088 45.76

    12+130 10.00 4.9215 48.15

    12+140 10.00 4.6106 47.66

    12+160 20.00 8.2526 128.63

    12+170 10.00 5.0262 66.39

    12+180 10.00 8.4618 67.44

    12+190 10.00 9.8036 91.33

    12+200 10.00 8.6451 92.24

    12+220 20.00 7.7358 163.81

    12+240 20.00 7.7351 154.71

    12+260 20.00 8.0666 158.02

    12+270 10.00 8.2124 81.40

    12+280 10.00 8.2253 82.19

    12+290 10.00 8.1051 81.65

    12+300 10.00 7.8521 79.79

    12+320 20.00 7.7355 155.88

    12+340 20.00 7.7337 154.69

    12+360 20.00 7.7359 154.70

    12+380 20.00 8.0232 157.59

    12+400 20.00 7.7358 157.59

    12+420 20.00 7.7353 154.71

    12+430 10.00 8.2062 79.71

    12+440 10.00 7.9754 80.91

    12+450 10.00 8.0907 80.33

    12+460 10.00 8.1726 81.32

    12+470 10.00 8.5639 83.6812+480 10.00 4.3614 64.63

    12+490 10.00 3.9841 41.73

    12+500 10.00 3.6577 38.21

    12+510 10.00 8.1017 58.80

    12+520 10.00 7.9606 80.31

    12+530 10.00 7.064 75.12

    12+540 10.00 7.7352 74.00

    12+560 20.00 8.2594 159.95

    12+570 10.00 8.1173 81.88

    12+580 10.00 7.7359 79.27

    12+590 10.00 7.7359 77.36

    12+600 10.00 7.7359 77.3612+620 20.00 7.7353 154.71

    12+640 20.00 7.7995 155.35

    12+650 10.00 7.9956 78.98

  • 8/16/2019 Sec26A(Rev0)

    22/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"12+660 10.00 8.145 80.70

    12+670 10.00 8.2548 82.00

    12+680 10.00 8.3178 82.86

    12+690 10.00 8.3471 83.32

    12+700 10.00 8.8805 86.14

    12+710 10.00 4.085 64.83

    12+720 10.00 3.218 36.52

    12+730 10.00 3.1425 31.80

    12+740 10.00 0 15.71

    12+760 20.00 8.1639 81.64

    12+780 20.00 6.4161 145.80

    12+800 20.00 8.3178 147.34

    12+810 10.00 8.2669 82.92

    12+820 10.00 8.8563 85.62

    12+830 10.00 9.034 89.45

    12+840 10.00 8.8004 89.17

    12+850 10.00 8.1476 84.74

    12+860 10.00 7.7352 79.41

    12+880 20.00 7.7337 154.69

    12+900 20.00 7.7337 154.67

    12+920 20.00 8.0674 158.01

    12+930 10.00 8.9161 84.92

    12+940 10.00 9.2242 90.70

    12+950 10.00 8.9172 90.71

    12+960 10.00 8.1338 85.26

    12+980 20.00 7.7352 158.69

    13+000 20.00 7.7352 154.70

    13+020 20.00 12.8292 205.64

    13+030 10.00 14.0164 134.23

    13+040 10.00 14.0333 140.25

    13+050 10.00 14.0058 140.20

    13+060 10.00 12.7323 133.69

    13+080 20.00 8.0225 207.55

    13+100 20.00 8.0232 160.46

    13+120 20.00 8.0232 160.46

    13+140 20.00 8.0225 160.46

    13+160 20.00 8.9149 169.3713+170 10.00 9.2553 90.85

    13+180 10.00 9.2559 92.56

    13+200 20.00 6.3756 156.32

    13+220 20.00 5.5461 119.22

    13+230 10.00 14.1144 98.30

    13+240 10.00 14.1195 141.17

    13+250 10.00 13.7995 139.60

    13+260 10.00 12.5838 131.92

    13+280 20.00 8.0225 206.06

    13+300 20.00 7.6414 156.64

    13+310 10.00 5.3348 64.88

    13+320 10.00 7.6314 64.8313+330 10.00 8.1169 78.74

    13+340 10.00 7.5359 78.26

    13+360 20.00 7.7357 152.72

  • 8/16/2019 Sec26A(Rev0)

    23/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"13+380 20.00 7.7365 154.72

    13+390 10.00 7.9706 78.54

    13+400 10.00 8.1851 80.78

    13+410 10.00 8.3065 82.46

    13+420 10.00 8.3347 83.21

    13+430 10.00 8.2693 83.02

    13+440 10.00 8.1107 81.90

    13+450 10.00 7.8588 79.85

    13+460 10.00 7.7325 77.96

  • 8/16/2019 Sec26A(Rev0)

    24/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"13+480 20.00 11.541 192.74

    13+490 10.00 11.849 116.95

    13+500 10.00 14.0322 129.41

    13+510 10.00 14.0322 140.32

    13+520 10.00 13.5539 137.93

    13+530 10.00 11.4622 125.08

    13+540 10.00 8.0383 97.50

    13+560 20.00 7.7337 157.72

    13+580 20.00 7.7359 154.70

    13+600 20.00 7.7359 154.72

    13+620 20.00 7.896 156.32

    13+630 10.00 8.4166 81.56

    13+640 10.00 4.7652 65.91

    13+660 20.00 5.3619 101.27

    13+680 20.00 13.2852 186.47

    13+690 10.00 14.0501 136.68

    13+700 10.00 14.0516 140.51

    13+710 10.00 13.626 138.39

    13+720 10.00 11.8305 127.28

    13+740 20.00 7.7353 195.66

    13+760 20.00 7.7353 154.71

    13+780 20.00 7.225 149.60

    13+800 20.00 7.7354 149.60

    13+810 10.00 9.8871 88.11

    13+820 10.00 12.8778 113.82

    13+830 10.00 14.0315 134.55

    13+840 10.00 12.9896 135.11

    13+850 10.00 8.2281 106.09

    13+860 10.00 7.7884 80.08

    13+870 10.00 9.0964 84.42

    13+880 10.00 10.4706 97.84

    13+890 10.00 9.9491 102.10

    13+900 10.00 8.2555 91.02

    13+920 20.00 7.7854 160.41

    13+930 10.00 7.89 78.38

    13+940 10.00 7.9811 79.36

    13+950 10.00 8.0782 80.3013+960 10.00 8.5703 83.24

    13+970 10.00 8.592 85.81

    13+980 10.00 8.6019 85.97

    13+990 10.00 8.5233 85.63

    14+000 10.00 8.3553 84.39

    14+010 10.00 8.2083 82.82

    14+020 10.00 8.2061 82.07

    14+030 10.00 8.1734 81.90

    14+040 10.00 8.1234 81.48

    14+050 10.00 8.0591 80.91

    14+060 10.00 7.9845 80.22

    14+070 10.00 7.894 79.3914+080 10.00 7.7878 78.41

    14+100 20.00 7.7352 155.23

    14+120 20.00 7.7359 154.71

  • 8/16/2019 Sec26A(Rev0)

    25/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"T$)"! 361.7

  • 8/16/2019 Sec26A(Rev0)

    26/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"14+100 7.7358

    14+120 20.00 8.0472 157.83

    14+140 20.00 7.7359 157.83

    14+160 20.00 7.7360 154.72

    14+180 20.00 7.7359 154.72

    14+200 20.00 7.7359 154.72

    14+220 20.00 8.0232 157.59

    14+230 10.00 7.7359 78.80

    14+240 10.00 7.7359 77.36

    14+250 10.00 4.0243 58.80

    14+260 10.00 7.7447 58.85

    14+280 20.00 7.7356 154.8014+300 20.00 3.9219 116.58

    14+310 10.00 4.7780 43.50

    14+320 10.00 8.4356 66.07

    14+330 10.00 8.9200 86.78

    14+340 10.00 8.7278 88.24

    14+350 10.00 8.7200 87.24

    14+360 10.00 8.4608 85.90

    14+370 10.00 8.3966 84.29

    14+380 10.00 8.0841 82.40

    14+400 20.00 7.7346 158.19

    14+420 20.00 8.2470 159.82

    14+430 10.00 11.8100 100.29

    14+440 10.00 13.6204 127.15

    14+450 10.00 13.4388 135.30

    14+460 10.00 11.3592 123.99

    14+470 10.00 8.1441 97.52

    14+480 10.00 7.7360 79.40

    14+500 20.00 7.7446 154.81

    14+510 10.00 9.0666 84.06

    14+520 10.00 10.8907 99.79

    14+530 10.00 10.5395 107.15

    14+540 10.00 8.7111 96.25

    14+560 20.00 8.3123 170.23

    14+570 10.00 8.8539 85.83

    14+580 10.00 8.9835 89.19

    14+600 20.00 7.2117 161.95

    14+620 20.00 7.5473 147.59

    14+630 10.00 7.5074 75.27

    14+640 10.00 8.0421 77.75

    14+650 10.00 7.3814 77.12

    14+660 10.00 7.4982 74.40

    14+670 10.00 8.3749 79.37

    14+680 10.00 8.4218 83.98

    14+690 10.00 8.4699 84.46

    14+700 10.00 8.4145 84.42

    14+710 10.00 8.3603 83.87

    14+720 10.00 8.2727 83.17

    14+730 10.00 7.7109 79.92

    14+740 10.00 7.9988 78.55

    14+750 10.00 7.8136 79.06

  • 8/16/2019 Sec26A(Rev0)

    27/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"14+760 10.00 7.7357 77.75

  • 8/16/2019 Sec26A(Rev0)

    28/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"14+780 20.00 8.0516 157.87

    14+800 20.00 7.7350 157.87

    14+820 20.00 7.1976 149.33

    14+830 10.00 5.5053 63.51

    14+840 10.00 5.8537 56.80

    14+850 10.00 8.9686 74.11

    14+860 10.00 8.7234 88.46

    14+880 20.00 8.2018 169.25

    14+890 10.00 9.0129 86.07

    14+900 10.00 9.1570 90.85

    14+910 10.00 8.4657 88.11

    14+920 10.00 8.8451 86.5514+930 10.00 10.2719 95.59

    14+940 10.00 9.8545 100.63

    14+950 10.00 8.5466 92.01

    14+960 10.00 7.1952 78.71

    14+970 10.00 7.2208 72.08

    14+980 10.00 8.3362 77.79

    14+990 10.00 8.5559 84.46

    15+000 10.00 7.7848 81.70

    15+020 20.00 7.7359 155.21

    15+040 20.00 7.7359 154.72

    15+060 20.00 7.7359 154.72

    15+080 20.00 6.1593 138.95

    15+090 10.00 7.0564 66.08

    15+100 10.00 8.1954 76.26

    15+120 20.00 7.7711 159.67

    15+140 20.00 7.9693 157.40

    15+150 10.00 8.2041 80.87

    15+160 10.00 8.2095 82.07

    15+170 10.00 8.1469 81.78

    15+180 10.00 7.9005 80.24

    15+200 20.00 7.7361 156.37

    15+220 20.00 8.0232 157.59

    15+240 20.00 7.7358 157.59

    15+260 20.00 7.8405 155.76

    15+270 10.00 8.7366 82.89

    15+280 10.00 9.0225 88.80

    15+290 10.00 8.6602 88.41

    15+300 10.00 8.0894 83.75

    15+320 20.00 8.3370 164.26

    15+330 10.00 9.0932 87.15

    15+340 10.00 9.3225 92.08

    15+350 10.00 9.0211 91.72

    15+360 10.00 8.2294 86.25

    15+380 20.00 8.0236 162.53

    15+400 20.00 7.7362 157.60

    15+420 20.00 7.7360 154.72

    15+440 20.00 8.3043 160.40

    15+450 10.00 8.5346 84.19

    15+460 10.00 5.9224 72.29

    15+470 10.00 4.1977 50.60

  • 8/16/2019 Sec26A(Rev0)

    29/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"15+480 10.00 3.5555 38.77

  • 8/16/2019 Sec26A(Rev0)

    30/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"15+500 20.00 9.0800 126.36

    15+510 10.00 8.9948 90.37

    15+520 10.00 6.2035 75.99

    15+540 20.00 8.0592 142.63

    15+550 10.00 9.0410 85.50

    15+560 10.00 9.6397 93.40

    15+570 10.00 9.0048 93.22

    15+580 10.00 8.0358 85.20

    15+600 20.00 7.7421 157.78

    15+620 20.00 7.7356 154.78

    15+640 20.00 7.8647 156.00

    15+650 10.00 8.2200 80.4215+660 10.00 8.3358 82.78

    15+670 10.00 8.6565 84.96

    15+680 10.00 4.1763 64.16

    15+700 20.00 4.0117 81.88

    15+720 20.00 7.7360 117.48

    15+740 20.00 7.7360 154.72

    15+760 20.00 7.7360 154.72

    15+780 20.00 7.7359 154.72

    15+800 20.00 7.9033 156.39

    15+810 10.00 8.0881 79.96

    15+820 10.00 8.1331 81.11

    15+830 10.00 8.0389 80.86

    15+840 10.00 7.8253 79.32

    15+860 20.00 7.7354 155.61

    15+880 20.00 7.7353 154.71

    15+900 20.00 8.0224 157.58

    15+920 20.00 8.0761 160.99

    15+940 20.00 7.7353 158.11

    15+960 20.00 7.7357 154.71

    15+970 10.00 7.6141 76.75

    15+980 10.00 8.0057 78.10

    15+990 10.00 8.1390 80.72

    16+000 10.00 8.5254 83.32

    16+010 10.00 8.3030 84.14

    16+020 10.00 8.3332 83.18

    16+030 10.00 8.6160 84.75

    16+040 10.00 8.2896 84.53

    16+050 10.00 8.2158 82.53

    16+060 10.00 8.1079 81.62

    16+070 10.00 7.9660 80.37

    16+080 10.00 7.7904 78.78

    16+100 20.00 7.7355 155.26

    16+120 20.00 7.7352 154.71

    16+140 20.00 8.0225 157.58

    16+160 20.00 8.2691 162.92

    16+170 10.00 8.6057 84.37

    16+180 10.00 8.6781 86.42

    16+200 20.00 7.7628 164.41

    16+220 20.00 7.1817 149.45

    16+230 10.00 6.5475 68.65

  • 8/16/2019 Sec26A(Rev0)

    31/31

    PROYECTO:  ESTUDIO DE FACTIBILIDAD DEL MEJORAMIENTO DE LA

    CARRETERA ILABAYA - CAMBAYA-CAMILACA

    TRAMO : 0+000-16+620

    LUGAR : TACNA

    206.A Perf!"#$ % C$&'"()"($* e* $*" #e C$r)e

    Pr$5re," Df Pr$5 L$*5. C$r)e Are"16+240 10.00 8.0139 72.81

    16+260 20.00 8.1406 161.55

    16+270 10.00 8.6075 83.74

    16+280 10.00 8.4783 85.43

    16+300 20.00 7.7383 162.17

    16+320 20.00 7.7348 154.73

    16+340 20.00 8.0623 157.97

    16+350 10.00 3.8816 59.72

    16+360 10.00 4.3545 41.18

    16+370 10.00 5.7716 50.63

    16+380 10.00 8.1502 69.61

    16+400 20.00 7.7490 158.9916+410 10.00 8.4336 80.91

    16+420 10.00 8.9760 87.05

    16+430 10.00 8.9564 89.66

    16+440 10.00 8.3738 86.65

    16+460 20.00 7.6120 159.86

    16+480 20.00 11.3720 189.84

    16+490 10.00 13.7793 125.76

    16+500 10.00 14.0258 139.03

    16+510 10.00 14.0278 140.27

    16+520 10.00 13.5169 137.72

    16+530 10.00 11.1783 123.48

    16+540 10.00 7.7370 94.58

    16+560 20.00 7.3285 150.66

    16+580 20.00 8.2375 155.66

    16+600 20.00 7.7362 159.74

    16+620 20.00 12.6908 204.27

    T$)"! 20720.3