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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