Highway – Track- Sections DWG Section for AutoCAD

Highway – Track- Sections DWG Section for AutoCAD

Highway – Track- Sections

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

legend, position of bm., position of intersection point., nm, plant, no. pi, sent., delta, radius, tang., lc, ext., pi, pc, pt, north, this, —- , curves elements table, pin, pcn, ptn, soil type, longitudinal profile, slope, ground level, subgrade level, cutting height, filling height, mileage, alignment, projected culvert, projected culvert, loose soil, rs , ts, fixed rock

Raw text data extracted from CAD file:

PI-1 0+100 BM0.0 LEYENDA Estacado @20m. Posición de BM. Estacado @100m. Posicion de Punto de Intersección. Inicio/Fin de tramo en estudio. 420 120 0 20 40 60 80 100 160 140 180 200 220 240 260 300 280 320 340 380 360 400 720 440 480 460 500 520 540 560 640 580 600 620 680 660 700 740 760 780 800 820 860 840 940 900 880 920 980 960 1000 N.M. N.M. N.M. Escala: 1/2000 PLANTA 3566.000 3566.796 3567.880 3569.329 3569.869 3571.445 3572.914 3573.461 3574.799 3575.029 3576.840 3578.804 3580.456 3581.809 3582.756 3584.108 3585.423 3586.738 3588.056 3589.855 3590.746 3592.288 3593.768 3595.005 3596.330 3595.178 3596.610 3601.432 3560.000 3560 3570.000 3570 3580.000 3580 3590.000 3590 3600.000 3600 3601.432 3601.840 3602.640 3603.705 3604.878 3605.980 3606.752 3607.646 3608.700 3609.961 3610.786 3610.958 3613.297 3613.974 3614.579 3615.356 3616.576 3617.383 3617.641 3617.209 3619.598 3621.260 3621.804 3622.581 3600 3600 3610 3610 3620 3620 3630 3630 3640 3640 0.000 -0.110 0.000 +0.145 LCV = 40.000 PIV = 0+640 ELV = 3605.703 PCV = 0+620 ELV = 3604.383 PTV = 0+660 ELV = 3606.583 LCV = 40.000 PIV = 0+960 ELV = 3619.783 PCV = 0+940 ELV = 3618.903 PTV = 0+980 ELV = 3621.243 PI-Nº: 1 PI-Nº: 2 PI-Nº: 3 PI-Nº: 4 PI-Nº: 5 PI-Nº: 6 PI-Nº: 7 PI-Nº: 8 PI-Nº: 9 PI-Nº: 10 PI-Nº: 11 PI-Nº: 12 PI-Nº: 13 PI-Nº: 14 PI-Nº: 15 3565.863 0.137 3566.863 0.067 3567.863 0.017 3568.863 0.466 3569.863 0.006 3570.863 0.582 3571.863 1.051 3572.863 0.598 3574.023 0.776 3575.343 0.314 3576.663 0.177 3577.983 0.821 3579.303 1.153 3580.623 1.186 3581.943 0.813 3583.263 0.845 3584.583 0.840 3585.903 0.835 3587.223 0.833 3588.543 1.312 3589.863 0.883 3591.183 1.105 3592.503 1.265 3593.823 1.182 3595.143 1.187 3596.463 1.285 3597.783 1.173 3599.103 2.329 3600.423 1.417 3601.743 0.897 3603.063 0.642 3604.383 0.495 3605.593 0.387 3606.583 0.169 3607.463 0.183 3608.343 0.357 3609.223 0.738 3610.103 0.683 3610.983 0.025 3611.863 1.434 3612.743 1.231 3613.623 0.956 3614.503 0.853 3615.383 1.193 3616.263 1.120 3617.143 0.498 3618.023 0.814 3618.903 0.695 3619.928 1.332 3621.243 0.561 3622.703 0.122 +5.000% +6.600% +4.400% +7.300 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 PI-1 PI-2 PI-3 PI-4 PI-5 PI-6 PI-7 PI-8 PI-9 PI-10 PI-11 PI-12 PI-13 PI-14 PI-15 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 3630 3630 3560 3560 3560 3560 3570 3570 3580 3580 3590 3590 3590 3590 3600 3600 3610 3610 3610 3610 3610 3620 3620 313600E 313600E 313700E 313700E 313800E 313800E 313900E 313900E 314000E 314000E 314100E 314100E 314200E 314200E 314300E 314300E 314400E 314400E 314500E 314500E 314600E 8935700N 8935800N 8935800N 8935900N 8935900N 8936000N 8936100N 8936100N Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% 0 I 180º00'00" 0.000 0.000 0.000 0.000 0 + 000.000 0 + 000.000 0 + 000.000 8935964.000 313613.000 0 1 I 62º22'40" 12.000 7.264 13.064 2.027 0 + 021.053 0 + 013.789 0 + 026.853 8935966.952 313633.845 8 2 D 51º00'20" 12.000 5.724 10.683 1.295 0 + 048.574 0 + 042.850 0 + 053.532 8935994.264 313643.550 8 3 I 35º56'50" 20.000 6.488 12.548 1.026 0 + 076.917 0 + 070.429 0 + 082.977 8936003.949 313671.001 6 4 D 66º27'10" 30.000 19.651 34.795 5.863 0 + 109.632 0 + 089.981 0 + 124.775 8936031.224 313689.830 5 5 I 48º53'20" 30.000 13.637 25.598 2.954 0 + 165.002 0 + 151.365 0 + 176.963 8936019.727 313748.594 5 6 D 52º28'40" 25.000 12.323 22.898 2.872 0 + 198.741 0 + 186.418 0 + 209.316 8936041.442 313776.569 5 7 D 43º56'30" 25.000 10.086 19.173 1.958 0 + 252.645 0 + 242.559 0 + 261.732 8936027.360 313830.409 5 8 I 14º26'40" 60.000 7.603 15.126 0.480 0 + 292.497 0 + 284.894 0 + 300.020 8935992.492 313851.692 4 9 I 33º38'50" 30.000 9.071 17.618 1.341 0 + 465.639 0 + 456.568 0 + 474.186 8935871.824 313975.971 5 10 D 21º05'40" 60.000 11.172 22.090 1.031 0 + 548.542 0 + 537.370 0 + 559.461 8935856.609 314057.999 4 11 I 34º40'50" 40.000 12.489 24.212 1.904 0 + 634.136 0 + 621.647 0 + 645.858 8935811.624 314131.116 5 12 I 40º33'10" 50.000 18.472 35.389 3.303 0 + 763.423 0 + 744.951 0 + 780.340 8935818.607 314260.983 5 13 D 84º16'10" 20.000 18.093 29.416 6.970 0 + 808.462 0 + 790.369 0 + 819.784 8935850.758 314294.707 6 14 I 29º29'50" 50.000 13.163 25.741 1.704 0 + 892.759 0 + 879.596 0 + 905.338 8935791.447 314363.813 5 15 I 35º15'00" 60.000 19.062 36.914 2.955 1 + 006.077 0 + 987.015 1 + 023.929 8935769.437 314475.569 4 29 ---- ---- ---- ---- ---- ---- 1 + 940.000 ---- ---- 8935926.569 315180.862 5 CUADRO DE ELEMENTOS DE CURVAS PIn PCn R e Lc n PTn a 8936000N 3622.581 3624.665 3625.790 3627.527 3628.917 3630.305 3631.557 3632.438 3633.310 3633.719 3634.802 3634.666 3635.487 3635.805 3636.976 3637.697 3638.329 3638.934 3639.953 3640.346 3641.739 3642.891 3643.642 3644.472 3645.942 3647.119 3648.215 3649.476 3649.051 3649.628 3649.137 3648.228 3649.207 3650.643 3651.398 3652.645 3653.269 3652.687 3652.106 3651.776 3651.223 3651.130 3650.178 3650.044 3650.115 3649.341 3648.926 3647.354 3620 3620 3630 3630 3640 3640 3650 3650 3660 3660 0.000 -0.205 0.000 +0.090 0.000 -0.160 0.000 -0.195 LCV = 40.000 PIV = 1+120 ELV = 3631.463 PCV = 1+100 ELV = 3630.003 PTV = 1+140 ELV = 3632.103 LCV = 40.000 PIV = 1+340 ELV = 3638.503 PCV = 1+320 ELV = 3637.863 PTV = 1+360 ELV = 3639.503 LCV = 40.000 PIV = 1+520 ELV = 3647.503 PCV = 1+500 ELV = 3646.503 PTV = 1+540 ELV = 3647.863 LCV = 40.000 PIV = 1+760 ELV = 3651.823 PCV = 1+740 ELV = 3651.463 PTV = 1+780 ELV = 3651.403 PI-Nº: 15 PI-Nº: 16 PI-Nº: 17 PI-Nº: 18 PI-Nº: 19 PI-Nº: 20 PI-Nº: 21 PI-Nº: 22 PI-Nº: 23 PI-Nº: 24 PI-Nº: 25 PI-Nº: 26 PI-Nº: 27 PI-Nº: 28 3622.703 0.122 3624.163 0.502 3625.623 0.167 3627.083 0.444 3628.543 0.374 3630.003 0.302 3631.258 0.299 3632.103 0.335 3632.743 0.567 3633.383 0.336 3634.023 0.779 3634.663 0.003 3635.303 0.184 3635.943 0.138 3636.583 0.393 3637.223 0.474 3637.863 0.466 3638.593 0.341 3639.503 0.450 3640.503 0.157 3641.503 0.236 3642.503 0.388 3643.503 0.139 3644.503 0.031 3645.503 0.439 3646.503 0.616 3647.343 0.872 3647.863 1.613 3648.223 0.828 3648.583 1.045 3648.943 0.194 3649.303 1.075 3649.663 0.456 3650.023 0.620 3650.383 1.015 3650.743 1.902 3651.103 2.166 3651.463 1.224 3651.628 0.478 3651.403 0.373 3650.983 0.240 3650.563 0.567 3650.143 0.035 3649.723 0.321 3649.303 0.812 3648.883 0.458 3648.463 0.463 3648.043 0.689 +7.300% +3.200% +5.000% +1.800% -2.100% 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 1+940 TIPO DE SUELO Esc. horizontal : 1/2000 Esc. vertical : 1/200 PERFIL LONGITUDINAL PENDIENTE COTA TERRENO COTA SUBRASANTE ALTURA DE CORTE ALTURA DE RELLENO KILOMETRAJE ALINEAMIENTO PI-15 PI-16 PI-17 PI-18 PI-19 PI-20 PI-21 PI-22 PI-23 PI-24 PI-25 PI-26 PI-27 PI-28 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 3620 3620 3610 3630 3630 3630 3630 3630 3630 3640 3640 3650 3650 3650 3650 314400E 314400E 314500E 314500E 314600E 314600E 314700E 314700E 314800E 314800E 314900E 314900E 315000E 315000E 315100E 315100E 315200E 315200E 8935800N 8935800N 8935900N 8935900N 8936000N 8936000N Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% 15 I 35º15'00" 60.000 19.062 36.914 2.955 1 + 006.077 0 + 987.015 1 + 023.929 8935769.437 314475.569 4 16 I 56º45'50" 55.000 29.716 54.489 7.514 1 + 098.530 1 + 068.814 1 + 123.303 8935807.691 314561.063 4 17 D 65º27'40" 40.000 25.710 45.700 7.550 1 + 186.847 1 + 161.137 1 + 206.838 8935899.770 314575.860 5 18 D 70º53'40" 30.000 21.357 37.120 6.826 1 + 251.806 1 + 230.449 1 + 267.569 8935918.550 314643.997 5 19 I 24º00'00" 60.000 12.753 25.133 1.340 1 + 291.146 1 + 278.393 1 + 303.525 8935881.525 314669.457 4 20 I 10º28'40" 80.000 7.335 14.630 0.336 1 + 414.467 1 + 407.132 1 + 421.761 8935816.917 314774.938 3 21 D 23º25'20" 80.000 16.583 32.704 1.701 1 + 468.265 1 + 451.682 1 + 484.385 8935797.614 314825.198 3 22 I 79º15'50" 30.000 24.846 41.502 8.953 1 + 534.144 1 + 509.298 1 + 550.800 8935751.171 314872.571 5 23 D 51º47'10" 20.000 9.708 18.077 2.232 1 + 567.537 1 + 557.829 1 + 575.905 8935774.923 314906.704 6 24 I 50º05'40" 30.000 14.019 26.229 3.114 1 + 622.530 1 + 608.511 1 + 634.740 8935758.496 314960.590 5 25 D 66º47'30" 40.000 26.371 46.629 7.911 1 + 686.727 1 + 660.356 1 + 706.985 8935794.582 315015.858 5 26 I 88º25'30" 20.000 19.458 30.866 7.903 1 + 739.174 1 + 719.716 1 + 750.583 8935762.134 315064.606 6 27 I 24º16'30" 40.000 8.603 16.947 0.915 1 + 805.919 1 + 797.316 1 + 814.264 8935823.233 315107.745 5 28 D 42º52'00" 40.000 15.703 29.927 2.972 1 + 864.810 1 + 849.107 1 + 879.034 8935881.306 315118.980 5 CUADRO DE ELEMENTOS DE CURVAS PIn PCn R e Lc n PTn a 1+000 1+940 Escala: 1/2000 PLANTA 0+000 CT=3566.000 CR=3565.863 AC=8.740 AR=0.140 0+020 CT=3566.796 CR=3566.863 AC=2.330 AR=1.550 0+040 CT=3567.880 CR=3567.863 AC=4.340 AR=3.120 0+060 CT=3566.829 CR=3568.863 AC=3.890 AR=6.480 0+080 CT=3569.869 CR=3569.863 AC=2.060 AR=1.280 0+100 CT=3571.445 CR=3570.863 AC=5.850 AR=1.270 0+120 CT=3572.914 CR=3571.863 AC=11.770 AR=0.280 0+140 CT=3573.461 CR=3572.863 AC=5.570 AR=3.570 0+160 CT=3574.799 CR=3574.023 AC=6.980 AR=1.900 0+180 CT=3575.029 CR=3575.343 AC=3.790 AR=3.480 0+200 CT=3576.840 CR=3576.663 AC=13.060 AR=1.650 0+220 CT=3578.804 CR=3577.983 AC=9.850 AR=1.090 0+240 CT=3580.456 CR=3579.303 AC=8.850 AR=0.500 0+260 CT=3581.809 CR=3580.623 AC=11.470 AR=0.840 0+280 CT=3582.756 CR=3581.943 AC=4.230 AR=2.540 0+300 CT=3584.108 CR=3583.263 AC=4.970 AR=1.550 0+320 CT=3585.423 CR=3584.583 AC=10.660 AR=3.290 0+340 CT=3586.738 CR=3585.903 AC=9.910 AR=1.670 0+360 CT=3588.056 CR=3587.223 AC=13.620 AR=3.400 0+380 CT=3589.855 CR=3588.543 AC=9.630 AR=0.580 0+400 CT=3590.746 CR=3589.863 AC=10.570 AR=2.290 0+420 CT=3592.288 CR=3591.183 AC=16.050 AR=3.440 0+440 CT=3593.768 CR=3592.503 AC=13.990 AR=0.310 0+460 CT=3595.005 CR=3593.823 AC=13.570 AR=0.270 0+480 CT=3596.330 CR=3595.143 AC=8.370 AR=0.210 0+500 CT=3595.178 CR=3596.463 AC=9.830 AR=6.830 0+520 CT=3596.610 CR=3597.783 AC=0.410 AR=5.320 0+540 CT=3601.432 CR=3599.103 AC=13.660 AR=2.020 0+560 CT=3601.840 CR=3600.423 AC=8.310 AR=0.000 0+580 CT=3602.640 CR=3601.743 AC=5.240 AR=0.640 0+600 CT=3603.705 CR=3603.063 AC=8.040 AR=0.000 0+620 CT=3607.878 CR=3604.383 AC=27.360 AR=0.000 0+640 CT=3605.980 CR=3605.593 AC=3.200 AR=0.460 0+660 CT=3606.752 CR=3606.583 AC=2.470 AR=0.790 0+680 CT=3607.646 CR=3607.463 AC=1.160 AR=0.780 0+700 CT=3608.700 CR=3608.343 AC=3.160 AR=1.000 0+720 CT=3609.961 CR=3609.223 AC=6.090 AR=0.550 0+740 CT=3610.786 CR=3610.103 AC=4.540 AR=0.540 0+760 CT=3610.958 CR=3610.983 AC=4.640 AR=4.370 0+780 CT=3613.297 CR=3611.863 AC=6.570 AR=0.330 0+800 CT=3613.974 CR=3612.743 AC=5.990 AR=0.560 0+820 CT=3614.579 CR=3613.623 AC=10.700 AR=0.820 0+840 CT=3615.356 CR=3614.503 AC=5.920 AR=0.510 0+860 CT=3616.576 CR=3615.383 AC=9.610 AR=0.660 0+880 CT=3617.383 CR=3616.263 AC=6.650 AR=0.000 0+900 CT=3617.641 CR=3617.143 AC=4.830 AR=0.290 0+920 CT=3617.209 CR=3618.023 AC=0.640 AR=3.340 0+940 CT=3619.598 CR=3618.903 AC=7.840 AR=1.120 0+960 CT=3621.260 CR=3619.928 AC=9.430 AR=1.480 0+980 CT=3621.804 CR=3621.243 AC=4.620 AR=0.640 0+000 1+000 1+000 CT=3622.581 CR=3622.703 AC=2.350 AR=2.270 1+020 CT=3624.665 CR=3624.163 AC=8.310 AR=1.100 1+040 CT=3625.790 CR=3625.623 AC=5.370 AR=2.080 1+060 CT=3627.527 CR=3627.083 AC=10.760 AR=0.820 1+080 CT=3628.917 CR=3628.543 AC=5.920 AR=2.140 1+100 CT=3630.305 CR=3630.003 AC=11.130 AR=0.650 1+120 CT=3631.557 CR=3631.258 AC=11.650 AR=1.610 1+140 CT=3632.438 CR=3632.103 AC=4.430 AR=0.210 1+160 CT=3633.310 CR=3632.743 AC=4.750 AR=0.540 1+180 CT=3633.719 CR=3633.383 AC=12.720 AR=0.440 1+200 CT=3634.802 CR=3634.023 AC=6.740 AR=1.460 1+220 CT=3634.666 CR=3634.663 AC=3.770 AR=1.950 1+240 CT=3635.487 CR=3635.303 AC=1.580 AR=0.590 1+260 CT=3635.805 CR=3635.943 AC=21.590 AR=1.310 1+280 CT=3636.976 CR=3636.583 AC=7.850 AR=0.580 1+300 CT=3637.697 CR=3637.223 AC=2.840 AR=1.230 1+320 CT=3638.329 CR=3637.863 AC=7.660 AR=1.190 1+340 CT=3638.934 CR=3638.593 AC=5.160 AR=1.580 1+360 CT=3639.953 CR=3639.503 AC=5.940 AR=1.170 1+380 CT=3640.346 CR=3640.503 AC=2.550 AR=3.190 1+400 CT=3641.739 CR=3641.503 AC=3.930 AR=1.880 1+420 CT=3642.891 CR=3642.503 AC=3.620 AR=0.960 1+440 CT=3643.642 CR=3643.503 AC=3.290 AR=1.550 1+460 CT=3644.472 CR=3644.503 AC=3.890 AR=1.960 1+480 CT=3645.942 CR=3645.503 AC=4.820 AR=1.010 1+500 CT=3647.119 CR=3646.503 AC=4.910 AR=0.350 1+520 CT=3648.215 CR=3647.343 AC=4.850 AR=0.000 1+540 CT=3649.476 CR=3647.863 AC=10.880 AR=0.000 1+560 CT=3649.051 CR=3648.223 AC=6.750 AR=0.630 1+580 CT=3649.628 CR=3648.583 AC=14.610 AR=0.160 1+600 CT=3649.137 CR=3648.943 AC=5.540 AR=2.000 1+620 CT=3648.228 CR=3649.303 AC=2.780 AR=4.300 1+640 CT=3649.207 CR=3649.663 AC=2.290 AR=2.060 1+660 CT=3650.643 CR=3650.023 AC=6.350 AR=0.000 1+680 CT=3651.398 CR=3650.383 AC=8.090 AR=0.180 1+700 CT=3652.645 CR=3650.743 AC=12.040 AR=0.060 1+720 CT=3653.269 CR=3651.103 AC=15.580 AR=0.000 1+740 CT=3652.687 CR=3651.463 AC=9.410 AR=0.050 1+760 CT=3652.106 CR=3651.628 AC=4.950 AR=0.750 1+780 CT=3651.776 CR=3651.403 AC=12.100 AR=4.040 1+800 CT=3651.223 CR=3650.983 AC=6.140 AR=1.160 1+820 CT=3651.130 CR=3650.563 AC=8.090 AR=0.590 1+840 CT=3650.178 CR=3650.143 AC=5.730 AR=1.860 1+860 CT=3650.044 CR=3649.723 AC=8.770 AR=0.090 1+880 CT=3650.115 CR=3649.303 AC=4.470 AR=0.170 1+900 CT=3649.341 CR=3648.883 AC=3.330 AR=0.470 1+920 CT=3648.926 CR=3648.463 AC=3.010 AR=1.310 1+940 CT=3647.354 CR=3648.043 AC=0.370 AR=3.640 Alcantarilla Proyectado Km. 0+665 Alcantarilla Proyectado Km. 0+665 0.000 Alcantarilla Proyectado Km. 0+943 0.000 Alcantarilla Proyectado Km. 0+943 Alcantarilla Proyectado Km. 1+730 Alcantarilla Proyectado Km. 1+730 0.000 0.000 0.000 Alcantarilla Proyectado Km. 1+810 Alcantarilla Proyectado Km. 1+810 0.000 TIERRA SUELTA TIPO DE SUELO Esc. horizontal : 1/2000 Esc. vertical : 1/200 PERFIL LONGITUDINAL PENDIENTE COTA TERRENO COTA SUBRASANTE ALTURA DE CORTE ALTURA DE RELLENO KILOMETRAJE ALINEAMIENTO R.S. T.S. R.S. TIERRA SUELTA R.S. TIERRA SUELTA TIERRA SUELTA R.S. ROCA FIJA TIERRA SUELTA R.S. TIERRA SUELTA ROCA FIJA TIERRA SUELTA

Language	Spanish
Drawing Type	Section
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, DWG, HIGHWAY, pavement, Road, route, section, sections, track